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11A Ravine Parkway Project
Staff Recommendation: 1. Adopt Resolution 2018-056 approving the plans & specifications and establishing a May 10, 2018, bid date for the Ravine Parkway Project. 2. Approve the South Washington Watershed District Cooperative Agreement. 3. Approve the Washington County Jurisdictional Transfer Agreement. 4. Approve the Xcel Energy Encroachment Agreement. 5. Adopt Resolution 2018-057 restricting parking along both sides of Ravine Parkway South from Jamaica Ave to Keats Ave (CSAH 19) (State Aid Project No. 180-121-001). 6. Adopt Resolution 2018-058 restricting parking along both sides of 65th Street South from Hinton Avenue (CSAH 13) to Innsdale Avenue (State Aid Project No. 180-123-001). 7. Approve Easement Agreements: a. 6441 Keats Avenue: Temporary Construction Easement b. 9255 Military Road: Permanent Drainage & Utility and Temporary Construction Easements c. Military Road: Temporary Cul-De-Sac Easements with SWWD d. 6175 65th Street: Permanent Right-of-way and Temporary Construction Easements e. McHattie Farms, Inc.: Temporary Construction Easement f. DR Horton: Permanent Easement. 8. Approve Quit Claim Deeds with the SWWD: a. Quit Claim Deeds V609, V610, V611 Cottage Grove to SWWD b. Quit Claim Deed SWWD to Cottage Grove. 9. Approve the McHattie Farms Inc. Deferred Assessment Agreement. 10. Approve the Brett & Debra Osgood Deferred Assessment Agreement. 11. Approve the Joint Powers Agreement between the State of Minnesota and the City of Cottage Grove to amend a Conservation Easement held by the State on SWWD property, which would allow the City to construct a turn lane from County Road 19 on the protected property and to remove approximately .33 acres of the conservation easement property to allow the City to construct Ravine Parkway. 12. Approve temporary construction easement agreement with Minnesota Department of Natural Resources and SWWD. 0 0= waw DESIGNATION DESIGNLOCATION: MINNESOTA DEPARTMENT OF TRANSPORTATION ICAAVSAP KEATS LOCATION: JAMAICAAVENUETOKEATSAVENUE AVENUE AVENUE INNSDALE AVENUE DESIGNATION URBAN CITY OF COTTAGE GROVE FUNCTIONAL CLASS MAJOR COLLECTOR 2 NO. OF TRAFFIC LANES 2 WASHINGTON COUNDRIVINTY, MINNESOTA N0. OF PARKING LANES 0 N/A LANE 12 RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SHOUL ERWIDTH SHOULDER WIDTH N/A N/A 7793 R -VALUE 20 HCADT (FUTURE YEAR) 2038 20 YEAR ESALS 1850000 CONSTRUCTION PLAN FOR: GRADING, AGGREGATE BASE, BITUMINOUS PAVEMENT, CONCRETE CURB AND GUTTER, STORM ACT (PRESENT YEAR) o SEWER, SANITARY SEWER, WATER MAIN, LIGHTING, LANDSCAPING, IRRIGATION ADT (FUTURE YEAR) 2038 038 10131 BRIDGE LENGTH 0.00 FEET HCADT (FUTURE YEAR) 2038 DESIGN SPEED 7% 40 MPH SAP 180-121-001 LOCATED ON RAVINE PARKWAY (MSAS 121) FROM JAMAICA AVENUE (MSAS 110) TO KEATS AVENUE (CSAH 19) DESIGN LOAD DESIGN SPEED BASED ON 10 TON SAP 180-123-001 LOCATED ON 65TH STREET (MSAS 123) FROM HINTON AVENUE (CSAH 13) TO 390' EAST OF INNSDALE AVENUE STOPPING SIGHT DISTANCE: AVENUE) SAP 180-110-013 LOCATED ON JAMAICA AVENUE (MSAS 110) FROM 1890'S. OF MILITARY RD (CSAH 22) TO 850'S. OF MILITARY RD (CSAH 22)\ HEIGHT OF EYE = 3.5 FT MILES TO REF. PT. HEIGHT OF OBJECT= 2.0 FT TO REF. PT. SAP 180-020-013 LOCATED ON KEATS AVENUE (CSAH 19) FROM 1620'N. OF MILITARY RD (CSAH 22) TO 2940' N. OF MILITARY RD (CSAH 22) DESIGN SPEED NOT ACHIEVED AT: N/A LENGTH AND DESCRIPTION BASED ON: KEATS ALIGNMENT DESIGN DESIGNATION SAP 180-123-001 (65TH STREET) LOCATION: HINTON AVENUE TO 390'EAST OF FUNCTIONAL CLASS INNSDALE AVENUE NO. OF TRAFFIC LANES DESIGNATION URBAN FUNCTIONAL CLASS MAJOR COLLECTOR NO. OF TRAFFIC LANES 2 NO. OF PARKING LANES 0 DRIVING LANE WIDTH 12 FT SHOULDER WIDTH N/A R -VALUE 20 20 YEAR ESALS 1850000 ACT (PRESENT YEAR)2018 7793 ACT (FUTURE YEAR)2038 10131 HCADT (FUTURE YEAR) 2038 7% DESIGN SPEED 40 MPH DESIGN LOAD 10 TON DESIGN SPEED BASED ON GROSS LENGTH 1320.96 FEET 0.250 STOPPING SIGHT DISTANCE: BRIDGE LENGTH 0.00 FEET HEIGHT OF EYE = 3.5 FT N/A HEIGHT OF OBJECT = 2.0 FT EXCEPTION LENGTH 0.00 FEET DESIGN SPEED NOT ACHIEVED AT: N/A DESIGN DESIGNATION SAP 180-110-013 (JAMAICA AVENUE) LOCATION: 510' S. OF RAVINE PKWY. TO 530'N RAVINE PKWY. DESIGNATION RURAL FUNCTIONAL CLASS MINOR ARTERIAL NO. OF TRAFFIC LANES 2 NO. OF PARKING LANES 0 DRIVING LANE WIDTH 12 FT SHOULDER WIDTH N/A R -VALUE 20 20 YEAR ESALS 770000 ACT (PRESENT YEAR)2018 3234 ADT (FUTURE YEAR) 2038 4204 HCADT (FUTURE YEAR) 2038 7% DESIGN SPEED 50 MPH DESIGN LOAD 10 TON DESIGN SPEED BASED ON SAP 180-110-013 JAMAICA AVENUE (MSAS 110) STOPPING SIGHT DISTANCE: GROSS LENGTH 1039.45 FEET HEIGHT OF EYE = 3.5 FT GROSS LENGTH 1320.96 FEET 0.250 HEIGHT OF OBJECT = 2.0 FT BRIDGE LENGTH 0.00 FEET DESIGN SPEED NOT ACHIEVED AT: N/A DESIGN DESIGNATION SAP 180-020-013 (KEATS AVENUE) LOCATION: 450' S. OF RAVINE PARKWAYTO 670'N RAVINE PARKWAY. DESIGNATION URBAN FUNCTIONAL CLASS MINOR ARTERIAL NO. OF TRAFFIC LANES 2 NO. OF PARKING LANES 0 DRIVING LANE WIDTH 12 FT SHOULDER WIDTH N/A R -VALUE 20 20 YEAR ESALS 1540000 ACT (PRESENT YEAR)2018 6467 ADT (FUTURE YEAR) 2038 8408 HCADT (FUTURE YEAR) 2038 7% DESIGN SPEED 60 MPH DESIGN LOAD 10 TON DESIGN SPEED BASED ON SAP 180-110-013 JAMAICA AVENUE (MSAS 110) STOPPING SIGHT DISTANCE: GROSS LENGTH 1039.45 FEET HEIGHT OF EYE = 3.5 FT GROSS LENGTH 1320.96 FEET 0.250 HEIGHT OF OBJECT = 2.0 FT BRIDGE LENGTH 0.00 FEET DESIGN SPEED NOT ACHIEVED AT: N/A DESIGN DESIGNATION SAP 180-121-001 AND SAP 180-123-001 (TRAIL) LOCATION: RAVINE PARKWAY AND 65TH AVENUE SOUTH DESIGNATION TRAIL DESIGN SPEED 10 MPH TRAIL WIDTH 8 FT DESIGN SPEED BASED ON STOPPING SIGHT DISTANCE: HEIGHT OF EYE = 4.5 FT HEIGHT OF OBJECT = 0 FT SAP 180-121-001 RAVINE PARKWAY (MSAS 121) SAP 180-123-001 65TH STREET (MSAS 123) KEATS AVE (CSAH 19) GROSS LENGTH 5813.07 FEET 1.101 MILES GROSS LENGTH 2981.96 FEET 0.565 MILES BRIDGE LENGTH 0.00 FEET 0.000 MILES BRIDGE LENGTH 0.00 FEET 0.000 MILES EXCEPTION LENGTH 0.00 FEET 0.000 MILES EXCEPTION LENGTH 0.00 FEET 0.000 MILES NET LENGTH 5813.07 FEET 1.101 MILES NET LENGTH 2981.96 FEET 0.565 MILES REF. PT. TO REF. PT. 9 TO REF. PT. 10 LENGTH AND DESCRIPTION BASED ON: RAVINE- EB ALIGNMENT LENGTH AND DESCRIPTION BASED ON: 65TH - EB ALIGNMENT KEATS AVE (CSAH 19) SAP 180-110-013 JAMAICA AVENUE (MSAS 110) SAP 180-020-013 KEATS AVENUE (CSAH 19) GROSS LENGTH 1039.45 FEET 0.197 MILES GROSS LENGTH 1320.96 FEET 0.250 MILES BRIDGE LENGTH 0.00 FEET 0.000 MILES BRIDGE LENGTH 0.00 FEET 0.000 MILES EXCEPTION LENGTH 0.00 FEET 0.000 MILES EXCEPTION LENGTH 0.00 FEET 0.000 MILES NET LENGTH 1039.45 FEET 0.197 MILES NET LENGTH 1320.96 FEET 0.250 MILES TO REF. PT. 42 TO REF. PT. 51 LENGTH AND DESCRIPTION BASED ON: JAMAICA- NB ALIGNMENT LENGTH AND DESCRIPTION BASED ON: KEATS ALIGNMENT 57 CONSTRUCTION DETAILS CITY OF COTTAGE GROVE - � o ���a�s¢u s o� • � O, vE. CITY= HALLi sr, END CONSTRUCTION / SAP 180-123-001 65TH STREET STA. 130+50.03 BEGIN CONSTRUCTION SAP 180-110-013 JAMAICA AVENUE STA. 601+24.84 COMMENTS DATE .AGE GROVE BOX CULVERT SCALES 0 1000 2000 INDEX MAP Horizontal Scale In Feet 0 25 50 PLAN VIEW Horizontal Scale In Feet 0 10 20 PROFILE VIEW Horizontal Scale In Feet BEGIN CONSTRUCTION SAP 180-123-001 65TH STREET STA. 100+68.07 END CONSTRUCTION SAP 180-110-013 JAMAICA AVENUE STA. 611+64.29 END CONSTRUCTION SAP 180-020-013 FEDERAL PROJECT NUMBER: "STATE FUNDS" --- GOVERNING SPECIFICATIONS --- THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION FOR CONSTRUCTION" SHALL GOVERN. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD), INCLUDING "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS." BEGIN CONSTRUCTION SAP 180-121-001 RAVINE PARKWAY STA. 170+32.69 PROJECT LOCATION CITY: COTTAGE GROVE COU NTY: WASHINGTON JVDISTRICT: •• N VERTICAL DATA (k DATUM:NGVD88 STATE PROJ. NO. CHARGE IDENTIFIER SAP 180-121-001 SAP 180-123-001 SAP 180-110-013 SAP 180-020-013 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. DATE APPROVED: COTTAGE GROVE CITY ENGINEER DATE APPROVED: WASHINGTON COUNTY ENGINEER DATE DISTRICT STATE AID ENGINEER: REVIEWED FOR COMPLIANCE WITH STATE AID RULES/POLICY DATE APPROVED FOR STATE AID FUNDING: STATE AID ENGINEER 180-121-001, SAP 180-123-001, SAP 180-110-013, SAP 180-020-013 SHEET 1 OF 547 1 KEATS AVE (CSAH 19) INDEX SHEET NO SHEET DESCRIPTION 1 TITLE SHEET 2 END CONSTRUCTION LEGEND 3 - 4 GENERAL LAYOUT 5 - 9 RIGHT OF WAY PLAN 10 - 18 STATEMENT OF ESTIMATED QUANTITIES KEATS AVE (CSAH 19) 19 THAT I AM A DULY LICENSED PROFESSIONAL STANDARD PLATES AND INDEX OFTABULATIONS 20 - 21 INPLACE UTILITY TABULATIONS 22 - 23 EARTHWORK TABULATION AND SUMMARY 24 SOILS AND CONSTRUCTION NOTES 25 - 41 TABULATIONS 42 - 51 TYPICAL SECTIONS 52 - 57 CONSTRUCTION DETAILS 58 - 71 STANDARD PLANS 72 73 STAGING PLAN 74 - 81 TRAFFIC CONTROL AND DETOUR PLAN 82 - 84 ALIGNMENT PLAN ANDTABULATIONS 85 - 115 INPLACE TOPOGRAPHY, UTILITIESAND REMOVAL PLAN 116 - 151 CONSTRUCTION PLAN AND PROFILE 152 - 173 SURFACING PLAN 174 - 183 ADA DETAILS 184 - 192 INTERSECTION PLAN 193 - 198 GRADING PLAN 199 - 220 SANITARY SEWER & WATER MAIN PLAN AND PROFILE 221 251 DRAINAGE PLAN AND PROFILES 252 - 254 SWPPP 255 - 274 TEMPORARY EROSION CONTROL PLAN 275 - 294 TURF ESTABLISHMENT PLAN 295 - 317 LANDSCAPE PLAN 318 - 332 IRRIGATION PLAN 333 - 345 LIGHTING PLAN 346 - 401 SIGNING AND PAVEMENT MARKING PLAN 402 - 416 BOX CULVERT PLANS 417 - 428 PEDESTRIAN BRIDGE PLAN 429 - 547 CROSS SECTIONS THIS PLAN CONTAINS 547 SHEETS BEGIN CONSTRUCTION SAP 180-121-001 RAVINE PARKWAY STA. 170+32.69 PROJECT LOCATION CITY: COTTAGE GROVE COU NTY: WASHINGTON JVDISTRICT: •• N VERTICAL DATA (k DATUM:NGVD88 STATE PROJ. NO. CHARGE IDENTIFIER SAP 180-121-001 SAP 180-123-001 SAP 180-110-013 SAP 180-020-013 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. DATE APPROVED: COTTAGE GROVE CITY ENGINEER DATE APPROVED: WASHINGTON COUNTY ENGINEER DATE DISTRICT STATE AID ENGINEER: REVIEWED FOR COMPLIANCE WITH STATE AID RULES/POLICY DATE APPROVED FOR STATE AID FUNDING: STATE AID ENGINEER 180-121-001, SAP 180-123-001, SAP 180-110-013, SAP 180-020-013 SHEET 1 OF 547 1 KEATS AVE (CSAH 19) STA. 515+16.10 END CONSTRUCTION SAP 180-121-001 Cottage MI Grove Stant@C RAVINE PARKWAY STA. 228+45.76 ss BEGIN CONSTRUCTION SAP 180-020-013 here Pride and Pr°sperity Meet I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND KEATS AVE (CSAH 19) THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BRIDGE R0781 „O=,6s s,. STA. 501+95.14 PRINTED NAME LIC. NO. BOX CULVERT s ��a HORIZONTAL DATA WASHINGTON COUNTY COORDINATE SIGNATURE DATE SYSTEM DATUM: NAD83, 1996ADJUSTMENT UNITS: US SURVEY FOOT BEGIN CONSTRUCTION SAP 180-121-001 RAVINE PARKWAY STA. 170+32.69 PROJECT LOCATION CITY: COTTAGE GROVE COU NTY: WASHINGTON JVDISTRICT: •• N VERTICAL DATA (k DATUM:NGVD88 STATE PROJ. NO. CHARGE IDENTIFIER SAP 180-121-001 SAP 180-123-001 SAP 180-110-013 SAP 180-020-013 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. DATE APPROVED: COTTAGE GROVE CITY ENGINEER DATE APPROVED: WASHINGTON COUNTY ENGINEER DATE DISTRICT STATE AID ENGINEER: REVIEWED FOR COMPLIANCE WITH STATE AID RULES/POLICY DATE APPROVED FOR STATE AID FUNDING: STATE AID ENGINEER 180-121-001, SAP 180-123-001, SAP 180-110-013, SAP 180-020-013 SHEET 1 OF 547 1 EXISTING TOPOGRAPHIC SYMBOLS SURVEY SYMBOLS EXISTING TOPOGRAPHIC LINES GRADING INFORMATION STORM SEWER APRON © PEDESTAL COMMUNICATIONS AIRcoN' AERIAL CONTROL POINT $ BASKETBALL POST PIS ® POST IN DI CATOR VALVE ® BACKSIGHT CONTROL POINT-- RETAININGWALL _ 52'— —�– EXISTING CONTOUR MINOR g —x x x x — FENCE - BARBED WIRE g50� --� EXISTING CONTOUR MAJOR ---- BARRICADE PERMANENT POLE -COMMUNICATIONS ® GPS CONTROL POINT ° ° FENCE - CHAIN LINK g5?- NEW CONTOUR MINOR Bb" o BENCH POLE -GUY QPM JUDICIAL LAND MONUMENT ° FENCE - DECORATIVE �\ g50 NEW CONTOUR MAJOR ® BOOSTER STATION POLE -LIGHT ❑M MONUMENT COMPUTED ° ° FENCE - STOCKADE .......................... NEW GRADING LIMITS / SLOPE LIMITS FENCE - WOOD X® x STA:5+67.19 NEW SPOT ELEVATION . o BUILDING LOWEST OPENING POLE -POWER • MONUMENT IRON FOUND FENCE - ELECTRIC X x 980.87 ® BURIAL CONTROL MONUMENT POLE -UTILITY 0 MONUMENT IRON SET GUARD RAIL X� 743.21 X 743.78 EXISTING SPOT ELEVATION TREE LINE 1:4 RISE:RUN (SLOPE) O BUSH DECIDUOUS POLE -UTILITY SERVICE ® RESECTED POINT ..—.—.—.—.—.. WETLAND m CATCH BASIN BEEHIVE POST ■ ROW MONUMENT ABBREVIATIONS CURB BOX PROPANE TANK /W POST ROW MARKER POST SURVEY LINES o CATCH BASIN O PICNIC TABLE ® SECTION CORNER AD ALGEBRAIC DIFFERENCE BV BUTTERFLY VALVE O COLUMN LN SAMPLING WELL O TRAVERSE CONTROL POINT BOUNDARY BVCE BEGIN VERTICAL CURVE ELEVATION NEW CENTERLINE Fc—ml CONTROL BOX SIGNAL ROOM ROCK ® BENCH MARK LOCATION EXISTING CENTERLINE BVCS BEGIN VERTICAL CURVE STATION 0 CLEAN OUT (SEWER) ® RR SIGNAL CONTROL BOX EXISTING EASEMENT LINE GL CENTER LINE CL. CLASS •cwF CULVERT END RR CROSSING GATE — — — — — — — — — NEW EASEMENT LINE �yFLOOD NEW TOPOGRAPHIC SYMBOLS PLAIN BOUNDARY CMP CORRUGATED METAL PIPE DRINKING FOUNTAIN -91 RR SIGNAL EXISTING LOT LINE C C.O. CHANGE ORDER I� ENERGY DISSIPATER -GREG REGULATION STATION GAS ® BOLLARD NEW LOT LINE DIP DUCTILE IRON PIPE EL/ELEV ELEVATION FSG FLAG POLE SF SATELLITE DISH • SANITARY CLEANOUT — — — — — — — — EXISTING RIGHT-OF-WAY 0 MANHOLE NEW RIGHT-OF-WAY EVCE END VERTICAL CURVE ELEVATION FUEL PUMP s® 1 SEPTIC TANK - SETBACK LINE EVCS END VERTICAL CURVE STATION F GUY WIRE -1` SEPTIC VENT SANITARY OR STORM LIFT STATION EX EXISTING � T FES FLARED END SECTION GRILL GRILL SEPTIc SEPTIC DRAIN FIELD ® STORM SEWER BEEHIVE CATCH BASIN F/F FACE TO FACE HANDICAP SPACE SIGN ■ STORM SEWER CATCH BASIN FM FORCE MAIN ❑N HANDHOLE SOIL BORING 0— STORM SEWER FLARED END SECTION EXISTING UTILITY LINES F.O. FIELD ORDER GV GATE VALVE FIRE HYDRANT • G-0IPE STAND PIPE GAS a STORM SEWER OUTLET STRUCTURE FM — FORCE MAIN HP HIGH POINT ® HYDRANT PVM NEE MARKER (REFLECTOR) 'S SPIGOT WATER ® STORM SEWER OVERFLOW STRUCTURE > — — SANITARY SEWER HWL HIGH WATER LEVEL ' ' '— '>— SANITARY SERVICE INV INVERT 8 HYDRANT VALVE SPRINIQER SPRINKLER HEAD • CURB BOX ° »»»— STORM SEWER K CURVE COEFFICIENT 0 INLET (SMALL DIA.) EHI SPRINKLER VALVE BOX ♦ FIRE HYDRANT —1-1— WATER MAIN LP LOW POINT cP LIFT STATION CONTROL PANEL Iq STUMP ► WATER REDUCER WATER SERVICE MH MANHOLE (SANITARY) LIFT STATION DRY WELL •c -SER SERVICE -GAS POINT ON LINE VALVE NTS NOT TO SCALE .REN NEW UTILITY LINES NWL NORMAL WATER LEVEL �s LIFT STATION WE WELL • s-sER SERVICE -SANITARY SEWER POINT ON LINE o RIP RAP PC POINT OF CURVE LIGHT YARD • ST -SER SERVICE -STORM SEWER POINT ON LINE —I. DRAINAGE FLOW FM FM FM FORCE MAIN PCC COMPOUND CURVE Vw LOOP DETECTOR • W -SER SERVICE -WATER POINT ON LINE PEDESTRIAN RAMP —>—>—>—>— SANITARY SEWER PI POINT OF INTERSECTION — — — — — — — — — — SANITARY SERVICE R PROPERTY LINE MAI L II MAIL BOX ® TELEPHONE BOOTH —---------------- STORM SEWER DRAINTILE PPVC PERFORATED POLYVINYL CHLORIDE PIPE ❑x MAIL RELAY BOX TRANSMISSION TOWER ELECTRIC —» » »— STORM SEWER PRC POINT OF REVERSE CURVE ED EXISTING PRIVATE UTILITY LINES PT POINT OF TANGENT ® MANHOLE -AIR RELEASE LHJ TEST PIT LOC WATER MAIN cTV-D CTV-D CTV-D CABLE TV QUALITY LEVEL D — — — — — — — — — — WATER SERVICE PVC POLYVINYL CHLORIDE PIPE ® MANHOLE -HEAT ® TRACER WIRE BOX CTV-c CTV-c CTV-c CABLE TV QUALITY LEVEL C > — PIPE CASING PVI POINT OF VERTICAL INTERSECTION © MANHOLE -GAS [] TRANSFORMER POWER CTV-8 CTV-8 CTV-8 CABLE TV QUALITY LEVEL B R RADIUS cTV-A CTV-A CTV-A CABLE TV QUALITY LEVEL A RCP REINFORCED CONCRETE PIPE Q MANHOLE -POWER TREE DEAD FO -D FO -D FO -D FIBER OPTIC QUALITY LEVEL D FUTURE UTILITY LINES R/W RIGHT-OF-WAY Q MANHOLE -SANITARY SEWER TREE -CONIFEROUS Fo-c Fo-c Fo-c FIBER OPTIC QUALITY LEVEL C SS STORM SEWER STRUCTURE Qs MANHOLE -STORM SEWER d TREE -DECIDUOUS FO -13 FO -13 FO -13 FIBER OPTIC UALITY LEVEL B Q FORCE MAIN STA STATION FO -A FO -A FO -A FIBER OPTIC QUALITY LEVEL A > — SANITARY SEWER TCE TEMPORARY CONSTRUCTION EASEMENT © MANHOLE -COMMUNICATIONS Q TREE -FRUIT E -D E -D E -D POWER QUALITY LEVEL D --- SANITARY SERVICE TNH TOP NUT HYDRANT Q MANHOLE -UNKNOWN ,R TRASH CAN E -c E -c E -c POWER QUALITY LEVEL C ----------------- STORM SEWER DRAINTILE TYP TYPICAL Q MANHOLE -WATER TRAFFIC SIGNAL E-8 E-8 E-8 POWER QUALITY LEVEL B » » » STORM SEWER VC VERTICAL CURVE E-A E-A E-A POWER QUALITY LEVEL A WATER MAIN WM WATER MAIN Q METER POWER x VALVE GAS WATER SERVICE G -D G -D G -D GAS QUALITY LEVEL D — — — — — — — — — — .GVETER METER GAS m VALVE G -c G -c G -c GAS QUALITY LEVEL C > PIPE CASING O ORDINARY HIGH WATER MARK •G -VENT VENT GAS G-8 G-8 G-8 GAS QUALITY LEVEL B G -A G -A G -A GAS QUALITY LEVEL A coma OUTLET CONTROL STRUCTURE D WATER REDUCER C -D C -D C -D COMMUNICATION QUALITY LEVEL D CONCRETE CURB AND GUTTER m PARKING METER y WETLAND C -c C -c C -c COMMUNICATION QUALITY LEVEL C PT PEDESTRIAN PUSH BUTTON ,a LNI WELL -MONITORING C-8 C-8 C-8 COMMUNICATION QUALITY LEVEL B — EXISTING c -A C -A C -A COMMUNICATION QUALITY LEVEL NEW O PEDESTAL POWER p WELL -WATER OHP OHP OHP OVERHEAD POWER ` FUTURE cTv PEDESTAL CATV OHC OHC OHC OVERHEAD COMMUNICATION DEMOLITION oHu oHu oHu OVERHEAD UTILITIES NO DATE APPR REVISION SURVEY NEW e Cotta � Grove Stantec edtY Meet zags Hlgnway36w "here pride and ����� St. Paul, MN 55113 iistant—c— LEGEND CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 "EB DRAWN SMU/MAF 2 DESIGNED FDP CHECKED JDPOF APPROVED DRS 547 PROF. NO. 1803878 m55 o,.< hQ�Q a QUQ� 65TH ST ----� L` r , 1 I i111 w a M z BEGIN SAP 180-123-001 0 an 65TH - EB = STA. 100+68.07 CITY OF COTTAGE GROVE WASHINGTON COUNTY MINNESOTA 65TH - WB 3 52 53 4 III LEGEND CONSTRUCTION AREA ❑# O VIEW REFERENCE END SAP 180-123-001 65TH - EB STA. 130+50.03 /0 a a a w 0 0 _B z z z VIEW 1A�iil R11�0 _ , u ■ Imo'-��, �.. -- '. �;: _—MI I� , a a a w 0 0 _B z z z VIEW INPLACE TOPO, UTILITY & REMOVAL PLAN CONSTRUCTION PLAN AND PROFILE SURFACING PLAN SANITARY SEWER AND WATER MAIN PLAN AND PROFILE STORM SEWER PLAN AND PROFILE EROSION CONTROL PLAN TURF ESTABLISHMENT PLAN LANDSCAPING PLAN IRRIGATION PLAN LIGHTING PLAN SIGNING AND PAVEMENT MARKING PLAN 1 76 104 137 184 206 240 259 278 301 316 343 2 77 105 137 185 207 240 259 278 301 316 344 3 78 106 138 186 208 241 260 279 302 317 345 4 79 107 138 187 209 241 260 279 302 317 346 5 80 108 139 210 242 261 303 347 6 81 109 140 188 211 243 262 348 VIEW ADA DETAIL INTERSECTION DETAIL 50 158 51 159 168 52 160 169 53 161 170 0 N (k 100 200 NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "E� DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec GENERAL LAYOUT RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 3 CHECKED JDPOF erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8staat° . 0m SAP 180-110-013, SAP 180-020-013 547 o=bi I I - - - - - - - I I I I 1 I _ I / I 11...��........i........ i....... i...... i......... \\ ..............i ....................... ......... — I — I — I - — — — H65TH ST r—T-1 \ \ ,� < \ / \\ \V—A\\ \\ ^ `\�/X\\ /> --�-� \ Y I I I \' - /\ x n L_J__ J <\ \X/ \\ / / \\ -� \ / ♦\ /> /X\ r—T—� --r \ `�\ y </X\\X \ ^ `< / ` I I I \ \ \\ /X\ X \\�// \ >\ \ \ < \ / \\ <\ \X/ \\ r -T-1 r—T-1 I I I I I I \` CITY OF COTTAGE i I I I I I I I \< \ y�> 65TH - WB GROVE OUTLOT IIr I I I I I I I �. ...4....:..4 ........................................ L-_L_J L_J__J - L — — N (k 100 200 Lu ter— _ 1......1...... :..1.......1......./......../.......... i �...........i.......... ............ ........1......1......1......1. �.......... ".. ..LII..... \ I I I I I I L......L.....L.....i.....1........1 :, I / / /,........i ...................I I a I I I r \\ I I I I I I I I I I I 1 I 65TH EB /------ a ----- w \ \---1---1----L---1---1---------------�—��— ___—��-L / / / I UI \ --- --1 / /' L— —— — — — —— I Z a \\ 66TH ST : : �\ /---- -- -----— ------ z I T ---T--- \ � ____ -- /' ' \ - //' I I / — I' ......... I:......:...I......1......1... I I I I END SAP 180-123-001 65TH-EB--T--_T-- r STA. 130+50.03 I I \\ I I I \ I I I LEGEND: IN PLACE R/W — — — PROPOSED R/W — TEMPORARY EASEMENT CONSTRUCTION LIMITS VIEWPORT BOUNDARY NO DATE I A°PR REVISION SURVEY SO CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage DEIGNED JDP , Grove Stantec RIGHT OF WAY PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 5 CHECKED JDP 65TH STREET edty Meet 2335 NFPhway33w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS �h@re pride and ,,,,pSt. Paul, MN 55113 PROF. NO. 1803878 staatl.aom SAP 180-110-013, SAP 180-020-013 547 O Q .O haw oop s2t ooQp 0300 m65 M, h=Q= oo�= v LEGEND: IN PLACE R/ — — — PROPOSED R/ — TEMPORARY EASEMENT CONSTRUCTION LIMITS VIEWPORT BOUNDARY =� \ \ 7END\AP 180-110-013 JAMAICA - NS )4-P) STA. 611+64.29 / /* I ® d / / / / d § /d // / // // /// 1'eee4 // / /d /// /d/ 4p 40p /d/ 40p d // G /e/ ///•/ . �-!)z 100 200 NO DATE I A°PR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage DEIGNED JDP , Grove Stantec RIGHT OF WAY PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 6 CHECKED JDP RAVINE PARKWAY edty Meet 2335 HIgnway33w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here pride and ,,,,pSt. Paul, MN 55113 PROF. NO. 1803878 staatl.aom SAP 180-110-013, SAP 180-020-013 547 o .a h=Q= a�a= a a= 0 0 v I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CONST. LIMIT I TEMP. EASEMENT ' r - I ....... I I I I I I I I I I I I I I I I I I I! \ LEGEND: a\a \aa\ aaa aaa\ IN PLACE R/W — — — aaa aaa PROPOSED R/W — a TEMPORARY EASEMENT ---- \- CONSTRUCTION LIMITS as Oa VIEWPORT BOUNDARY ------------------------------- I a as \ \aaa a I aQ �Ppaa NN I I I r I I I I I RAVINE - WB L..I.................................... I I , *-* , �77 I I / CITY OF , `I/ COTTAGE GROVE OUTLOT I I ...... :....�\ 0 RAVINE - EB-/ V � WORK OUTSIDE OF R/W IN \ COORDINATION WITH \ SWWD GRADING PROJECT \ I \ I N / 0 100 WORK OUTSIDE OF R/W IN COORDINATION WITH SWWD GRADING PROJECT % WORK OUTSIDE OF R/W IN COORDINATION WITH j SWWD GRADING PROJECT \ \ i- \ NO DATE I A°PR REVISION SURVEY SO CITY OF COTTAGE GROVE MN "�� MAF DRAWN SMU// Cottage DEIGNED JDP , Grove Stantec RIGHT OF WAY PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 7 CHECKED JDP RAVINE PARKWAY edty Meet 2335 HIgnway33w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here pride and ,,,,p St. Paul, MN 55113 PROF. NO. 1803878—taat—c— SAP 180-110-013, SAP 180-020-013 547 -EK6; ooQa aAa? waw o \ N, / ` \ .r X �r LEGEND: IN PLACE R/ — — — PROPOSED R/ — TEMPORARY EASEMENT CONSTRUCTION LIMITS VIEWPORT BOUNDARY BEGIN SAP 180-020-013 KEATS STA. 501+95.14 RAVINE - EB� � I TRANSMISSION EASEMENT END SAP 180-121-001 RAVINE - EB STA. 228+45.76 I I I I I I I I l" : I I I I I ........................................................Ell I �I KEATS AVE (CSAH 19) 500 ------------------------------------- TRANSMISSION EASEMENT ---r -------------------- ----------- ---------------------- -------------------------------------------------------- I 00 O O 0 0 0 G z O D � 0 O zz� O 0 � T RAVINE - WB / DNR EASEMENT t = -Still KEATS AVE (CSAH 19) .............. V.............. END SAP 180-020-013 KEATS STA. 515+16.10 0 Z 100 200 NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec RIGHT OF WAY PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 8 CHECKED JDP RAVINE PARKWAY erlty neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878staat°c.30m SAP 180-110-013, SAP 180-020-013 547 O Q .o At o0Q1 0300 o=bi a U .O haw oED a to oQp 0a mN5 o�.a hQ�Q a oo�o a'a waw o STATEMENT OF ESTIMATED QUANTITIES TAB SHEET NO. ITEM NO. DESCRIPTION UNITS SAP 180-121-001 SAP 180-123-001 SAP 180-110-013 SAP 180-020-013 NON -PARTICIPATING TOTAL EST. QUANTITIES RAVINE PKWY 65TH ST JAMAICA AVE KEATS AVE SWWD COTTAGE GROVE ROADWAY STORM LANDSCAPING LIGHTING ROADWAY STORM LANDSCAPING LIGHTING ROADWAY ROADWAY GRADING ROADWAY WATERMAIN SANITARY TEMPORARY TURF ESTABLISHMENT 2021.501 MOBILIZATION (1) LUMP SUM 1.00 0.37 0.09 0.11 0.04 0.10 0.02 0.05 0.02 0.01 0.03 0.02 0.05 0.08 0.01 H 20 2101.505 CLEARING (P)(2) ACRE 1.27 0.19 GEOSYNTHETIC CLAY LINER (GCL) 1.08 (20) SEE STANDARD PLATE SAN -1 AND SAN -2 H 20 2101.505 GRUBBING (P)(2) ACRE 1.27 0.19 SEE STANDARD PLATE STO-9 1.08 H 20 2101.524 CLEARING TREE 10 10 (8) DRIVEWAY MIX H 20 2101.524 GRUBBING TREE 10 (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 10 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX S 329 2102.503 PAVEMENT MARKING REMOVAL LIN FT 4202 (12) SEE COTTAGE GROVE STD PLATE STO-14 4202 (27) CONTAINS 5 STONES EACH E 19 2104.502 REMOVE CASTING EACH 1 1 CONTAINS 7 STONES EACH D 18 2104.502 REMOVE HYDRANT EACH 1 (15) 65TH ST IRRIGATION SYSTEM 1 E 19 2104.502 REMOVE DRAINAGE STRUCTURE EACH 6 - APPR REVISION 6 PEW e Cotta � Grove "here pride and ����� edtY neer Stantec zags Highway 36w St. Paul, MN 55113 -taut-c- STATEMENT OF ESTIMATED QUANTITIES CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 2104.502 REMOVE SIGN TYPE C EACH 23 CHECKED JDPOF 13 547 PROF. NO. 1803878 6 4 T 330 2104.502 REMOVE SIGN TYPE D EACH 3 3 1 20 2104.502 REMOVE MAIL BOX SUPPORT EACH 1 1 E 19 2104.502 SALVAGE PRECAST CONCRETE BOX CULVERT END SECTION (3) EACH 2 2 U 330 2104.502 SALVAGE SIGN TYPE C EACH 5 1 2 1 1 V 330 2104.502 SALVAGE SIGN TYPE SPECIAL EACH 3 3 G 20 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 10 10 F 20 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 2623 25 1043 1298 93 164 E 19 2104.503 REMOVE PIPE CULVERTS (4) LIN FT 566 418 50 98 D 18 2104.503 REMOVE WATER MAIN LIN FT 7 7 E 19 2104.503 REMOVE SEWER PIPE (STORM) (4) LIN FT 234 234 G 20 2104.503 REMOVE CURB AND GUTTER LIN FT 1663 168 1329 166 F 20 2104.503 REMOVE BITUMINOUSCURB LIN FT 659 659 H 20 2104.503 REMOVE GUARDRAIL-PLATEBEAMLIN FT 808 808 H 20 2104.503 REMOVE BARBED WIRE FENCE LIN FT 106 106 E 19 2104.503 SALVAGE PC CONCRETE BOXCULVERT (3) LIN FT 63 63 F 20 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 17917 233 6672 348 2478 8186 G 20 2104.518 REMOVE CONCRETE SIDEWALK SQ FT 401 401 G 20 2104.518 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ FT 219 219 F 20 2104.518 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ FT 2198 1504 694 J,K 21-22 2105.504 GEOTEXTILE FABRICTYPE 5 SQYD 19177 19177 2105.604 GEOTEXTILE FABRIC SPECIAL (5) SQ YD 3333 3333 B 14-15 2106.507 EXCAVATION -COMMON CU YD 319525 231091 11502 2176 9197 1600 63959 B 14-15 2106.507 SELECT GRANULAR EMBANKMENT (CV) CU YD 5135 4867 268 CC,DD 383,399 2106.507 SELECT GRANULAR EMBANKMENT MOD 10% (CV) CU YD 5762 5762 B 14-15 2106.507 SELECT GRANULAR EMBANKMENT MOD SPECIAL (CV) CU YD 16597 12534 566 2817 680 B 14-15 2106.507 COMMON EMBANKMENT (CV) CU YD 282320 214538 1755 7357 1600 57070 K 22 2118.507 AGGREGATE SURFACING (CV) CLASS CU YD 120 16 86 18 2123.610 SKID LOADER (6) HOUR 20 10 10 2123.610 STREET SWEEPER (WITH PICKUP BROOM) (6) HOUR 20 10 10 2130.523 WATER (6) M GALLON 69 55 14 ( 1) PHU RAI A (-ib) RAVINE IRRIGA I ION 6Y51 EM l31) RAI E: 2UU LIS HER AORE (2) INCLUDES ALL TREE SIZES (17) AS DIRECTED BY THE ENGINEER FOR EXISTING IRRIGATION SYSTEMS DISTURBED BY WORK (32) TEMPORARY TURF ESTABLISHMENT (3) PLACE IN N. POND ADJACENT TO MILITARY ROAD, COORDINATE VVITH SWWD (18) SEE STANDARD PLATE STR-37 (33) RATE: 2500 LB PER ACRE (4) INCLUDESFES (19) C900 (5) GEOSYNTHETIC CLAY LINER (GCL) (20) SEE STANDARD PLATE SAN -1 AND SAN -2 (6) FOR USE AS DIRECTED BYTHE ENGINEER (21) SEE STANDARD PLATE STO-9 (7) 100% CRUSHED LIMESTONE (22) SEE STANDARD PLATESTO-7 (8) DRIVEWAY MIX (23) COLORED CONCRETE (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX (26) SEE STANDARD PLATE SPECIAL -2 (12) SEE COTTAGE GROVE STD PLATE STO-14 (27) CONTAINS 5 STONES EACH (13) SCHEDULE 40 (28) CONTAINS 7 STONES EACH (14) TELEVISING (29) CONTAINS 9 STONES EACH (15) 65TH ST IRRIGATION SYSTEM (30) SEE STANDARD PLATES SAN -6, STO-23 AND WAT-10 - APPR REVISION SURVEY PEW e Cotta � Grove "here pride and ����� edtY neer Stantec zags Highway 36w St. Paul, MN 55113 -taut-c- STATEMENT OF ESTIMATED QUANTITIES CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET DRAWN SMV/MAF 10 DESIGNED 'DP CHECKED JDPOF APPROVED DRS 547 PROF. NO. 1803878 mN5 o=F.a hQAo a oo�o o'oo waw o STATEMENT OF ESTIMATED QUANTITIES TAB SHEET NO. ITEM NO. DESCRIPTION UNITS SAP 180-121-001 SAP 180-123-001 SAP 180-110-013 SAP 180-020-013 NON -PARTICIPATING TOTAL EST. QUANTITIES RAVINE PKWY 65TH ST JAMAICA AVE KEATS AVE SWWD COTTAGE GROVE ROADWAY STORM LANDSCAPING LIGHTING ROADWAY STORM LANDSCAPING LIGHTING ROADWAY ROADWAY GRADING ROADWAY WATERMAIN SANITARY J,K 21-22 2211.507 AGGREGATE BASE (CV) CLASS (7) CU YD 19696 12734 (33) RATE: 2500 LB PER ACRE 4566 (4) INCLUDESFES 473 1070 853 (19) K 22 2231.604 BITUMINOUS PATCH SPECIAL (8) SQ YD 138 68 SEE STANDARD PLATE SAN -1 AND SAN -2 70 (6) F 20 2232.504 MILL BITUMINOUS SURFACE (2.0') SQ YD 8713 5190 100% CRUSHED LIMESTONE 3523 (22) SEE STANDARD PLATESTO-7 J 21 2301.602 DRILL AND GROUT REINFORCEMENT BAR (EPDXY COATED) (9) EACH 227 159 (23) 68 (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 K 22 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) (10) TON 2225 1653 (10) 377 195 SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX (26) SEE STANDARD PLATE SPECIAL -2 (12) SEE COTTAGE GROVE STD PLATE STO-14 K 22 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) TON 5114 3096 (13) SCHEDULE 40 1356 (28) 360 302 K 22 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) SPECIAL (11) TON 5331 3096 CONTAINS 9 STONES EACH 1933 (15) 302 K 22 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) TON 4848 3096 APPR REVISION SURVEY 1356 180 216 Stantec zags Highway St. Paul, MN 55113 -taut-c- STATEMENT OF ESTIMATED QUANTITIES K 22 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B) TON 448 OF APPROVED DRS 547 PROF. NO. 1803878 448 K 22 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (4,C) TON 1288 1288 DD 399 2401.507 STRUCTURE EXCAVATION CLASS E CU YD 203 203 DD 399 2401.507 STRUCTURAL CONCRETE (31352) CU YD 61 61 DD 399 2401.518 BRIDGE SLAB CONCRETE (3Y42 -M) SQ FT 852 852 DD 399 2401.601 FOUNDATION PREPARATION LUMP SUM 1 1 DD 399 2402.601 PEDESTRIAN BRIDGE LUMP SUM 1 1 CC 383 2412.502 6X6 PRECAST CONCRETE BOX CULVERT END SECTION EACH 4 4 CC 383 2412.503 6X6 PRECAST CONCRETE BOX CULVERT LIN FT 240 240 CC,DD 383,399 2451.507 COARSE FILTER AGGREGATE (CV) CU YD 399 399 L,M 23 2451.603 IMPROVED PIPE FOUNDATION LIN FT 9264 8896 368 N 24-27 2501.502 15" RC PIPE APRON EACH 4 3 1 N 24-27 2501.502 18" RC PIPE APRON EACH 10 8 2 N 24-27 2501.502 36" RC PIPE APRON EACH 3 3 N 24-27 2501.502 18" CS SAFETY APRON EACH 2 2 N 24-27 2501.503 18" CS PIPE CULVERT LIN FT 38 38 N 24-27 2501.602 TRASH GUARD FOR 15" PIPE APRON EACH 4 3 1 N 24-27 2501.602 TRASH GUARD FOR 18" PIPE APRON EACH 10 8 2 N 24-27 2501.602 TRASH GUARD FOR 36" PIPE APRON EACH 3 3 N 24-27 2502.503 4" PVC PIPE DRAIN (12) LIN FT 560 360 200 L 23 2503.503 4" PVC PIPE SEWER (13) LIN FT 100 100 N 24-27 2503.503 15" RC PIPE SEWER DESIGN 3006CLASS V LIN FT 4734 3085 1649 N 24-27 2503.503 18" RC PIPE SEWER DESIGN 3006CLASS V LIN FT 530 380 150 N 24-27 2503.503 21" RC PIPE SEWER DESIGN 3006CLASS V LIN FT 156 156 N 24-27 2503.503 24" RC PIPE SEWER DESIGN 3006CLASS V LIN FT 24 24 N 24-27 2503.503 30" RC PIPE SEWER DESIGN 3006CLASS V LIN FT 469 269 200 N 24-27 2503.503 36" RC PIPE SEWER DESIGN 3006CLASS V LIN FT 4086 3797 289 N 24-27 2503.602 CONSTRUCT BULKHEAD EACH 1 1 L 23 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 1 1 L 23 2503.602 CONNECT TO EXISTING MANHOLES (SAN) EACH 4 4 N 24-27 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1 1 L 23 2503.602 8" PIPE PLUG EACH 2 2 (1) PRO RATA (I b) RAVINE IRRIGATION SYSTEM (b1) RATE: 200 LB PER ACRE (2) INCLUDES ALL TREE SIZES (17) AS DIRECTED BY THE ENGINEER FOR EXISTING IRRIGATION SYSTEMS DISTURBED BY WORK (32) TEMPORARY TURF ESTABLISHMENT (3) PLACE IN N. POND ADJACENT TO MILITARY ROAD, COORDINATE WITH SWWD (18) SEE STANDARD PLATE STR-37 (33) RATE: 2500 LB PER ACRE (4) INCLUDESFES (19) C900 (5) GEOSYNTHETIC CLAY LINER (GCL) (20) SEE STANDARD PLATE SAN -1 AND SAN -2 (6) FOR USE AS DIRECTED BYTHE ENGINEER (21) SEE STANDARD PLATE STO-9 (7) 100% CRUSHED LIMESTONE (22) SEE STANDARD PLATESTO-7 (8) DRIVEWAY MIX (23) COLORED CONCRETE (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX (26) SEE STANDARD PLATE SPECIAL -2 (12) SEE COTTAGE GROVE STD PLATE STO-14 (27) CONTAINS 5 STONES EACH (13) SCHEDULE 40 (28) CONTAINS 7 STONES EACH (14) TELEVISING (29) CONTAINS 9 STONES EACH (15) 65TH ST IRRIGATION SYSTEM (30) SEE STANDARD PLATES SAN -6, STO-23 AND WAT-10 - APPR REVISION SURVEY PEW e Cotta � Grove "here pride andprosP edty neer Stantec zags Highway St. Paul, MN 55113 -taut-c- STATEMENT OF ESTIMATED QUANTITIES CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET DRAWN SMV/MAF DESIGNED FDP CHECKED JDP OF APPROVED DRS 547 PROF. NO. 1803878 a U .O haw oED a to oQp 0a mN5 o�.a hQ�Q a oo�o a'a waw o STATEMENT OF ESTIMATED QUANTITIES TAB SHEET NO. ITEM NO. DESCRIPTION UNITS SAP 180-121-001 SAP 180-123-001 SAP 180-110-013 SAP 180-020-013 NON -PARTICIPATING TOTAL EST. QUANTITIES RAVINE PKWY 65TH ST JAMAICA AVE KEATS AVE SWWD COTTAGE GROVE ROADWAY STORM LANDSCAPING LIGHTING ROADWAY STORM LANDSCAPING LIGHTING ROADWAY ROADWAY GRADING ROADWAY WATERMAIN SANITARY L 23 2503.602 8"X4" PVC WYE EACH 2 (18) SEE STANDARD PLATE STR-37 (33) RATE: 2500 LB PER ACRE (4) 2 N 24-27 2503.603 STORM SEWER INSPECTION (14) LIN FT 9999 7555 (5) 1805 639 (20) SEE STANDARD PLATE SAN -1 AND SAN -2 L 23 2503.603 SANITARY SEWER INSPECTION (14) LIN FT 368 (21) SEE STANDARD PLATE STO-9 368 L 23 2503.603 8" PVC PIPE SEWER LIN FT 275 (8) DRIVEWAY MIX 275 L 23 2503.604 4" INSULATION SQ YD 267 (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS 267 (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX 2504.601 IRRIGATION SYSTEM A (15) LUMP SUM 1 (12) SEE COTTAGE GROVE STD PLATE STO-14 1 (27) CONTAINS 5 STONES EACH 2504.601 IRRIGATION SYSTEM B (16) LUMP SUM 1 1 (28) CONTAINS 7 STONES EACH (14) TELEVISING 2504.602 IRRIGATION SYSTEM REPAIR (17) EACH 4 2 2 65TH ST IRRIGATION SYSTEM M 23 2504.602 CONNECT TO EXISTING WATER MAIN EACH 10 - APPR REVISION SURVEY PEW 10 Stantec zags Highway 36w St. Paul, MN 55113 -taut-c- M 23 2504.602 HYDRANT EACH 21 CHECKED JDPOF APPROVED DRS 547 PROF. NO. 1803878 21 D 18 2504.602 ADJUST VALVE BOX EACH 8 1 6 1 M 23 2504.602 8"X6" REDUCER EACH 2 2 M 23 2504.602 12"X6" REDUCER EACH 5 5 M 23 2504.602 12"X8" REDUCER EACH 2 2 M 23 2504.602 16"X6" REDUCER EACH 1 1 M 23 2504.602 16"X8" REDUCER EACH 1 1 M 23 2504.602 4" PIPE PLUG EACH 2 2 M 23 2504.602 8" PIPE PLUG EACH 3 3 M 23 2504.602 12" PIPE PLUG EACH 2 2 M 23 2504.602 4" 900 BEND EACH 2 2 M 23 2504.602 8" 11.250 BEND EACH 1 1 M 23 2504.602 4" 450 BEND EACH 2 2 M 23 2504.602 6" 450 BEND EACH 2 2 M 23 2504.602 8" 450 BEND EACH 1 1 M 23 2504.602 12" 450 BEND EACH 2 2 M 23 2504.602 16" 450 BEND EACH 2 2 M 23 2504.602 8" SLEEVE EACH 2 2 M 23 2504.602 12" SLEEVE EACH 6 6 M 23 2504.602 16" SLEEVE EACH 1 1 M 23 2504.602 1" CORPORATION STOP EACH 9 9 M 23 2504.602 8"X6" TEE FITTING EACH 4 4 M 23 2504.602 8"X8" TEE FITTING EACH 2 2 M 23 2504.602 12"X4" TEE FITTING EACH 2 2 M 23 2504.602 12"X6" TEE FITTING EACH 10 10 M 23 2504.602 12"X8" TEE FITTING EACH 2 2 M 23 2504.602 16"X16" TEE FITTING EACH 1 1 M 23 2504.602 12"X12" CROSS EACH 4 4 M 23 2504.602 12" BUTTERFLY VALVE AND BOX EACH 17 17 M 23 2504.602 16" BUTTERFLY VALVE AND BOX EACH 2 2 M 23 2504.602 4" GATE VALVE AND BOX EACH 2 2 ( 1) PHU RAI A (-ib) RAVINE IRRIGA I ION 6Y51 EM l31) RAI E: 2UU LIS HER AORE (2) INCLUDES ALL TREE SIZES (17) AS DIRECTED BY THE ENGINEER FOR EXISTING IRRIGATION SYSTEMS DISTURBED BY WORK (32) TEMPORARY TURF ESTABLISHMENT (3) PLACE IN N. POND ADJACENT TO MILITARY ROAD, COORDINATE VVITH SWWD (18) SEE STANDARD PLATE STR-37 (33) RATE: 2500 LB PER ACRE (4) INCLUDESFES (19) C900 (5) GEOSYNTHETIC CLAY LINER (GCL) (20) SEE STANDARD PLATE SAN -1 AND SAN -2 (6) FOR USE AS DIRECTED BYTHE ENGINEER (21) SEE STANDARD PLATE STO-9 (7) 100% CRUSHED LIMESTONE (22) SEE STANDARD PLATESTO-7 (8) DRIVEWAY MIX (23) COLORED CONCRETE (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX (26) SEE STANDARD PLATE SPECIAL -2 (12) SEE COTTAGE GROVE STD PLATE STO-14 (27) CONTAINS 5 STONES EACH (13) SCHEDULE 40 (28) CONTAINS 7 STONES EACH (14) TELEVISING (29) CONTAINS 9 STONES EACH (15) 65TH ST IRRIGATION SYSTEM (30) SEE STANDARD PLATES SAN -6, STO-23 AND WAT-10 - APPR REVISION SURVEY PEW e Cotta � Grove "here pride and ����� edtY neer Stantec zags Highway 36w St. Paul, MN 55113 -taut-c- STATEMENT OF ESTIMATED QUANTITIES CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET DRAWN SMV/MAF 12 DESIGNED FDP CHECKED JDPOF APPROVED DRS 547 PROF. NO. 1803878 a foo waw o STATEMENT OF ESTIMATED QUANTITIES TAB SHEET NO. ITEM NO. DESCRIPTION UNITS SAP 180-121-001 SAP 180-123-001 SAP 180-110-013 SAP 180-020-013 NON -PARTICIPATING TOTAL EST. QUANTITIES RAVINE PKWY 65TH ST JAMAICA AVE KEATS AVE SWWD COTTAGE GROVE ROADWAY STORM LANDSCAPING LIGHTING ROADWAY STORM LANDSCAPING LIGHTING ROADWAY ROADWAY GRADING ROADWAY WATERMAIN SANITARY M 23 2504.602 6" GATE VALVE AND BOX EACH 20 (18) SEE STANDARD PLATE STR-37 (33) RATE: 2500 LB PER ACRE 20 INCLUDESFES M 23 2504.602 8" GATE VALVE AND BOX EACH 4 (5) GEOSYNTHETIC CLAY LINER (GCL) 4 SEE STANDARD PLATE SAN -1 AND SAN -2 M 23 2504.602 4" MEGALUG EACH 12 (21) SEE STANDARD PLATE STO-9 12 M 23 2504.602 6" MEGALUG EACH 26 (8) DRIVEWAY MIX 26 M 23 2504.602 8" MEGALUG EACH 28 (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS 28 (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX M 23 2504.602 12" MEGALUG EACH 70 (12) SEE COTTAGE GROVE STD PLATE STO-14 70 CONTAINS 5 STONES EACH M 23 2504.602 16" MEGALUG EACH 9 (28) CONTAINS 7 STONES EACH 9 M 23 2504.602 1" CURB STOP AND BOX EACH 2 (15) 65TH ST IRRIGATION SYSTEM 2 M 23 2504.602 12" WET TAP EACH 1 - APPR REVISION SURVEY PEW 1 Stantec zags Highway 36w St. Paul, MN 55113 -taut-c- M 23 2504.602 HYDRANT PAD (18) EACH 21 CHECKED JDPOF APPROVED DRS 547 PROF. NO. 1803878 21 M 23 2504.603 1"TYPE K COPPER PIPE LIN FT 175 175 M 23 2504.603 4" WATERMAIN DUCTILE IRON CL52 LIN FT 290 290 M 23 2504.603 6" WATERMAIN DUCTILE IRON CL52 LIN FT 645 645 M 23 2504.603 8" WATERMAIN DUCTILE IRON CL52 LIN FT 388 388 M 23 2504.603 12" WATERMAIN DUCTILE IRON CL52 LIN FT 6639 6639 M 23 2504.603 16" WATERMAIN DUCTILE IRON CL52 LIN FT 1004 1004 L 23 2504.603 8" PVC WATERMAIN (19) LIN FT 93 93 M 23 2504.603 24" STEEL CASING PIPE (JACKED) LIN FT 70 70 M 23 2504.604 4" INSULATION SQYD 145 145 L 23 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (20) EACH 2 2 E,N 19,24-28 2506.502 CASTING ASSEMBLY EACH 111 77 34 C,E 17,19 2506.502 ADJUST FRAME AND RING CASTING EACH 8 1 7 N 24-27 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (21) LIN FT 33.4 9.2 24.2 N 24-27 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 (22) LIN FT 107.1 68.0 39.1 N 24-27 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 549.2 449.1 100.1 N 24-27 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT 126.6 84.8 41.8 N 24-27 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 LIN FT 58.6 58.6 N 24-27 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 LIN FT 17.5 17.5 E 19 2506.602 RECONSTRUCT DRAINAGE STRUCTURE EACH 1 1 C 17 2506.602 MODIFY DRAINAGE STRUCTURE EACH 12 12 N 24-27 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 4 4 CC 383 2511.504 GEOTEXTILE FILTER TYPE 5 SQYD 560 560 CC,DD 383,399 2511.504 GEOTEXTILE FILTER TYPE 7 SQYD 470 50 420 N,CC 24-27.383 2511.507 RANDOM RIPRAPCLASS Ill CUYD 296 18 154 124 2511.507 GRANULAR FILTER CUYD 5000 5000 2511.509 RANDOM RIPRAP CLASS I TON 190 190 2511.509 RANDOM RIPRAP CLASSV TON 370 370 2511.509 GRANULAR FILTER MATERIAL TON 100 100 Q 31 2511.602 LANDSCAPE BOULDERS EACH 46 46 J 21 2521.518 4" CONCRETE WALKSPECIAL SQ FT 17612 15477 2135 (1) PRO RATA (I b) RAVINE IRRIGATION SYSTEM (3"i) RATE: 200 LB PER ACRE (2) INCLUDES ALL TREE SIZES (17) AS DIRECTED BY THE ENGINEER FOR EXISTING IRRIGATION SYSTEMS DISTURBED BY WORK (32) TEMPORARY TURF ESTABLISHMENT (3) PLACE IN N. POND ADJACENT TO MILITARY ROAD, COORDINATE WITH SWWD (18) SEE STANDARD PLATE STR-37 (33) RATE: 2500 LB PER ACRE (4) INCLUDESFES (19) C900 (5) GEOSYNTHETIC CLAY LINER (GCL) (20) SEE STANDARD PLATE SAN -1 AND SAN -2 (6) FOR USE AS DIRECTED BYTHE ENGINEER (21) SEE STANDARD PLATE STO-9 (7) 100% CRUSHED LIMESTONE (22) SEE STANDARD PLATESTO-7 (8) DRIVEWAY MIX (23) COLORED CONCRETE (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX (26) SEE STANDARD PLATE SPECIAL -2 (12) SEE COTTAGE GROVE STD PLATE STO-14 (27) CONTAINS 5 STONES EACH (13) SCHEDULE 40 (28) CONTAINS 7 STONES EACH (14) TELEVISING (29) CONTAINS 9 STONES EACH (15) 65TH ST IRRIGATION SYSTEM (30) SEE STANDARD PLATES SAN -6, STO-23 AND WAT-10 - APPR REVISION SURVEY PEW e Cotta � Grove "here pride andprosP edty neer Stantec zags Highway 36w St. Paul, MN 55113 -taut-c- STATEMENT OF ESTIMATED QUANTITIES CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET DRAWN SMV/MAF 13 DESIGNED 'DP CHECKED JDPOF APPROVED DRS 547 PROF. NO. 1803878 a U .O haw oED a to oQp 0a mN5 o�.a hQ�Q a oo�o a'a waw o STATEMENT OF ESTIMATED QUANTITIES TAB SHEET NO. ITEM NO. DESCRIPTION UNITS SAP 180-121-001 SAP 180-123-001 SAP 180-110-013 SAP 180-020-013 NON -PARTICIPATING TOTAL EST. QUANTITIES RAVINE PKWY 65TH ST JAMAICA AVE KEATS AVE SWWD COTTAGE GROVE ROADWAY STORM LANDSCAPING LIGHTING ROADWAY STORM LANDSCAPING LIGHTING ROADWAY ROADWAY GRADING ROADWAY WATERMAIN SANITARY J 21 2521.518 6" CONCRETE WALK SQ FT 15168 5476 (18) SEE STANDARD PLATE STR-37 9484 RATE: 2500 LB PER ACRE 208 (4) INCLUDESFES J 21 2521.518 6" CONCRETE WALK SPECIAL (23) SQ FT 3057 3057 GEOSYNTHETIC CLAY LINER (GCL) (20) SEE STANDARD PLATE SAN -1 AND SAN -2 Q 31 2521.518 6" CONCRETE WALK SPECIAL 1 (24) SQ FT 650 650 (21) SEE STANDARD PLATE STO-9 J 21 2531.503 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT 27440 22348 4926 (8) 166 Q 31 2531.503 CONCRETE CURB DESIGN SPECIAL LIN FT 216 (9) 216 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX J 21 2531.504 6" CONCRETE DRIVEWAY PAVEMENT SQ YD 78 16 SEE COTTAGE GROVE STD PLATE STO-14 62 (27) CONTAINS 5 STONES EACH J 21 2531.618 TRUNCATED DOMES SQ FT 672 443 199 CONTAINS 7 STONES EACH 30 J 21 2535.503 BITUMINOUSCURB LIN FT 915 (15) 915 (30) SEE STANDARD PLATES SAN -6, STO-23 AND WAT-10 2540.601 COMMUNITY MONUMENT SIGN LUMP SUM 1 - APPR REVISION SURVEY PEW 1 e Cotta � Grove "here pride and ����� edtY neer Stantec zags Highway 36w St. Paul, MN 55113 -taut-c- Q 31 2540.602 WASTE RECEPTACLE (25) EACH 2 CHECKED JDPOF 2 APPROVED DRS 547 PROF. NO. 1803878 J 21 2540.602 BOLLARD EACH 36 27 9 Q 31 2540.602 METAL BENCH (26) EACH 2 2 1 20 2540.602 RELOCATE MAIL BOX SUPPORT EACH 3 1 2 Q 31 2540.602 CUT STONE BLOCKS TYPE A EACH 30 30 Q 31 2540.602 CUT STONE BLOCKSTYPE B EACH 4 4 Q 31 2540.602 LIMESTONE OUTCROPPING TYPE (27) EACH 2 2 Q 31 2540.602 LIMESTONE OUTCROPPING TYPE (28) EACH 2 2 Q 31 2540.602 LIMESTONE OUTCROPPING TYPE (29) EACH 2 2 Q 31 2540.603 LANDSCAPEEDGER LIN FT 160 160 J 21 2540.618 BRICK PAVERS SQ FT 11956 7469 4487 R 32-33 2545.502 LIGHTING UNIT TYPE SPECIAL EACH 60 41 19 R 32-33 2545.502 LIGHT FOUNDATION DESIGN SPECIAL EACH 60 41 19 R 32-33 2545.502 SERVICE CABINET -TYPE L1 EACH 2 1 1 R 32-33 2545.502 EQUIPMENT PAD B EACH 2 1 1 R 32-33 2545.503 2" NON-METALLIC CONDUIT LIN FT 16110 10955 5155 R 32-33 2545.503 4" NON-METALLIC CONDUIT LIN FT 600 400 200 R 32-33 2545.503 UNDERGROUND WIRE 1/C6AWG LIN FT 65640 44640 21000 AA 332 2554.503 PERMANENT BARRICADES LIN FT 96 96 2563.601 TRAFFIC CONTROL LUMP SUM 1.00 0.37 0.09 0.11 0.04 0.10 0.02 0.05 0.02 0.01 0.03 0.02 0.05 0.08 0.01 2563.601 DETOUR SIGNING LUMP SUM 1.00 0.37 0.09 0.11 0.04 0.10 0.02 0.05 0.02 0.01 0.03 0.02 0.05 0.08 0.01 2563.613 PORTABLE CHANGEABLE MESSAGE SIGN (6) UNIT DAY 240 240 U 330 2564.502 INSTALL SIGN TYPEC EACH 5 1 2 1 1 BB 332 2564.502 OBJECT MARKER TYPE X4-2 EACH 14 8 4 2 BB 332 2564.502 OBJECT MARKER TYPE X4-11 EACH 12 8 4 W 331 2564.518 SIGN PANELSTYPEC SQ FT 905.7 502.6 227.5 35.2 50.6 89.8 X 332 2564.518 SIGN PANELS TYPED SQ FT 138.2 69.1 37.6 31.5 Y 332 2564.518 SIGN PANELS TYPE SPECIAL SQ FT 35.7 35.7 V 330 2564.602 INSTALL SIGN TYPE SPECIAL EACH 3 3 C,N 17,24-28 2564.602 DELINEATOR / MARKER SIGN (30) EACH 20 14 1 5 Z 332 2564.618 SIGN TYPE SPECIAL SQ FT 12.6 12.6 ( 1) PHU RAI A (-ib) RAVINE IRRIGA I ION 6Y51 EM l31) RAI E: 2UU LIS HER AORE (2) INCLUDES ALL TREE SIZES (17) AS DIRECTED BY THE ENGINEER FOR EXISTING IRRIGATION SYSTEMS DISTURBED BY WORK (32) TEMPORARY TURF ESTABLISHMENT (3) PLACE IN N. POND ADJACENT TO MILITARY ROAD, COORDINATE VVITH SWWD (18) SEE STANDARD PLATE STR-37 (33) RATE: 2500 LB PER ACRE (4) INCLUDESFES (19) C900 (5) GEOSYNTHETIC CLAY LINER (GCL) (20) SEE STANDARD PLATE SAN -1 AND SAN -2 (6) FOR USE AS DIRECTED BYTHE ENGINEER (21) SEE STANDARD PLATE STO-9 (7) 100% CRUSHED LIMESTONE (22) SEE STANDARD PLATESTO-7 (8) DRIVEWAY MIX (23) COLORED CONCRETE (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX (26) SEE STANDARD PLATE SPECIAL -2 (12) SEE COTTAGE GROVE STD PLATE STO-14 (27) CONTAINS 5 STONES EACH (13) SCHEDULE 40 (28) CONTAINS 7 STONES EACH (14) TELEVISING (29) CONTAINS 9 STONES EACH (15) 65TH ST IRRIGATION SYSTEM (30) SEE STANDARD PLATES SAN -6, STO-23 AND WAT-10 - APPR REVISION SURVEY PEW e Cotta � Grove "here pride and ����� edtY neer Stantec zags Highway 36w St. Paul, MN 55113 -taut-c- STATEMENT OF ESTIMATED QUANTITIES CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET DRAWN SMV/MAF 14 DESIGNED 'DP CHECKED JDPOF APPROVED DRS 547 PROF. NO. 1803878 a U .O haw oED a to oQp 0a mN5 o�.a hQAo a oo�o QDa� A'- waw STATEMENT OF ESTIMATED QUANTITIES TAB SHEET NO. ITEM NO. DESCRIPTION UNITS SAP 180-121-001 SAP 180-123-001 SAP 180-110-013 SAP 180-020-013 NON -PARTICIPATING TOTAL EST. QUANTITIES RAVINE PKWY 65TH ST JAMAICA AVE KEATS AVE SWWD COTTAGE GROVE ROADWAY STORM LANDSCAPING LIGHTING ROADWAY STORM LANDSCAPING LIGHTING ROADWAY ROADWAY GRADING ROADWAY WATERMAIN SANITARY Q 31 2571.524 CONIFEROUS TREE 6' HT B&B TREE 15 (18) 15 (33) RATE: 2500 LB PER ACRE (4) INCLUDESFES Q 31 2571.524 DECIDUOUS TREE 1.5" CAL B&B TREE 77 15 (5) GEOSYNTHETIC CLAY LINER (GCL) 62 (20) SEE STANDARD PLATE SAN -1 AND SAN -2 Q 31 2571.524 DECIDUOUS TREE 2.5" CAL B&B TREE 398 355 (21) SEE STANDARD PLATE STO-9 43 Q 31 2571.525 DECIDUOUS SHRUB NO 5 CONT SHRUB 69 69 DRIVEWAY MIX Q 31 2571.527 PERENNIAL PLUGS PLANT 3500 (9) 3500 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX Q 31 2571.527 PERENNIAL NO 1 CONT PLANT 790 84 (12) SEE COTTAGE GROVE STD PLATE STO-14 706 (27) CONTAINS 5 STONES EACH Q 31 2571.527 PERENNIAL NO2CONT PLANT 234 67 (28) CONTAINS 7 STONES EACH 167 (14) TELEVISING 2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM 1.0 0.5 0.5 (15) 65TH ST IRRIGATION SYSTEM O 28-29 2573.502 STORM DRAIN INLET PROTECTION EACH 141 90 NO DATE APPR REVISION 43 PEW 4 4 Cottage Grove "here pride.,',,rasp erity neer Stantec zags Highway aaw St. Paul, MN 55113 -tantac.cOm O 28-29 2573.502 CULVERT END CONTROLS EACH 14 5 CHECKED JDPOF 2 547 PROF. NO. ,8038,8 5 2 O 28-29 2573.503 SILT FENCE, TYPE MS LIN FT 23882 11588 5967 432 2500 800 2595 O 28-29 2573.503 SEDIMENT CONTROL LOG TYPE COMPOST LIN FT 464 464 2574.507 ROOTING TOPSOIL BORROW CU YD 3750 3750 P 30 2574.508 FERTILIZER TYPE 1 (31) POUND 12732 9976 976 46 606 300 828 P 30 2574.607 TOPSOIL SPECIAL CU YD 5009 2942 1905 162 P 30 2575.504 EROSION CONTROL BLANKETS CATEGORY SQ YD 32787 26483 304 6000 OR 28-29,30 2575.505 SEEDING ACRE 59.2 44.6 5.8 0.3 3.5 1.2 3.8 OR 28-29,30 2575.505 DISKANCHORING ACRE 49.2 42.9 0.4 0.2 2.4 3.3 O 28-29 2575.508 SEED MIXTURE 21-111 (32) POUND 826 469 188 5 111 53 P 30 2575.508 SEED MIXTURE 25-131 POUND 1023 303 720 P 30 2575.508 SEED MIXTURE 25-141 POUND 1863 1616 22 11 143 71 P 30 2575.508 SEED MIXTURE 25-151 POUND 1524 810 706 8 P 30 2575.508 SEED MIXTURE 33-261 POUND 101 101 P 30 2575.508 SEED MIXTURE 34-261 POUND 23 23 P 30 2575.508 SEED MIXTURE 35-641 POUND 38 38 OR 28-29,30 2575.508 HYDRAULIC MULCH MATRIX (33) POUND 39126 21602 13352 115 2708 1349 OR 28-29,30 2575.509 MULCH MATERIALTYPE3 TON 100 86 1 1 5 7 S 329 2582.503 4" SOLID LINE MULTI-COMPONENT LIN FT 34979 22394 7590 1413 2948 634 S 329 2582.503 12" SOLID LINE MULTI-COMPONENT LIN FT 656 656 S 329 2582.503 24" SOLID LINE MULTI-COMPONENT LIN FT 205 205 S 329 2582.503 4" DOUBLE SOLID LINE MULTI-COMPONENT LIN FT 10903 4040 2480 4383 S 329 2582.503 6" SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 1561 996 565 S 329 2582.503 24" SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 167 67 43 57 S 329 2582.518 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN SQ FT 510 195 195 60 60 (1) PRO RATA (16) RAVINE IRRIGATION SYSTEM (31) RATE: 200 LB PER ACRE (2) INCLUDES ALL TREE SIZES (17) AS DIRECTED BY THE ENGINEER FOR EXISTING IRRIGATION SYSTEMS DISTURBED BY WORK (32) TEMPORARY TURF ESTABLISHMENT (3) PLACE IN N. POND ADJACENT TO MILITARY ROAD, COORDINATE WITH SWWD (18) SEE STANDARD PLATE STR-37 (33) RATE: 2500 LB PER ACRE (4) INCLUDESFES (19) C900 (5) GEOSYNTHETIC CLAY LINER (GCL) (20) SEE STANDARD PLATE SAN -1 AND SAN -2 (6) FOR USE AS DIRECTED BYTHE ENGINEER (21) SEE STANDARD PLATE STO-9 (7) 100% CRUSHED LIMESTONE (22) SEE STANDARD PLATESTO-7 (8) DRIVEWAY MIX (23) COLORED CONCRETE (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX (26) SEE STANDARD PLATE SPECIAL -2 (12) SEE COTTAGE GROVE STD PLATE STO-14 (27) CONTAINS 5 STONES EACH (13) SCHEDULE 40 (28) CONTAINS 7 STONES EACH (14) TELEVISING (29) CONTAINS 9 STONES EACH (15) 65TH ST IRRIGATION SYSTEM (30) SEE STANDARD PLATES SAN -6, STO-23 AND WAT-10 NO DATE APPR REVISION SURVEY PEW Cottage Grove "here pride.,',,rasp erity neer Stantec zags Highway aaw St. Paul, MN 55113 -tantac.cOm STATEMENT OF ESTIMATED QUANTITIES CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED hO DRAWN SMV/MAF 15 DESIGNED CHECKED JDPOF APPROVED DRS 547 PROF. NO. ,8038,8 a U .O haw oED a to oQp 0a mN5 o�.a hQ�Q a oo�o a'_ a waw o STATEMENT OF ESTIMATED QUANTITIES BID ALTERNATE 1 TAB SHEET ITEM NO. NO. DESCRIPTION L SAP 1800-1-1 21-001 SAP 180-123-001 SAP 180-110-013 SAP 180-020-013 NON -PARTICIPATING UNITS TOTAL EST. QUANTITIES RAVINE PKWY 65TH ST JAMAICA AVE KEATS AVE SWWD COTTAGE GROVE ROADWAY STORM LANDSCAPING LIGHTING ROADWAY STORM LANDSCAPING LIGHTING ROADWAY ROADWAY GRADING ROADWAY WATERMAIN SANITARY 2021.501 MOBILIZATION LUMP SUM 0 (4) INCLUDESFES (19) 2101.505 GRUBBING ACRE 1 (5) GEOSYNTHETIC CLAY LINER (GCL) 1 (20) 2104.502 REMOVE SIGN TYPE C EACH 13 (6) FOR USE AS DIRECTED BYTHE ENGINEER 13 (21) 2104.502 REMOVE SIGN TYPE D EACH 3 (7) 100% CRUSHED LIMESTONE 3 (22) 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 93 (8) DRIVEWAY MIX 93 (23) 2104.503 REMOVE PIPE CULVERTS LIN FT 50 (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 50 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS (10) BITUMINOUS TRAIL MIX (25) 2104.503 SALVAGE BARBED WIRE FENCE LIN FT 261 (11) VIRGIN COURSE MIX 261 (26) 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 2478 (12) SEE COTTAGE GROVE STD PLATE STO-14 2478 (27) 2104.518 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ FT 694 (13) SCHEDULE 40 694 (28) 2106.507 EXCAVATION -COMMON CU YD 0 (14) TELEVISING (29) 2106.507 SELECT GRANULAR EMBANKMENT MOD SPECIAL (CV) CU YD 3785 961 (15) 65TH ST IRRIGATION SYSTEM 2824 (30) SEE STANDARD PLATES SAN -6, STO-23 AND WAT-10 - APPR REVISION SURVEY PEW 2106.507 COMMON EMBANKMENT (CV) CU YD 0 STATEMENT OF ESTIMATED QUANTITIES BID ALTERNATE 1 CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET DRAWN SMV/SE 16 DESIGNED '°P 2118.507 AGGREGATE SURFACING (CV) CLASS CU YD 119 547 PROF. NO. 1803878 119 2211.507 AGGREGATE BASE (CV) CLASS 5 CU YD 2358 1285 1073 2231.604 BITUMINOUS PATCH SPECIAL SQ YD 70 70 2232.504 MILL BITUMINOUS SURFACE (2.0') SQ YD 3523 3523 2301.602 DRILL AND GROUT REINFORCEMENT BAR (EPDXY COATED) EACH 30 30 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) TON 470 470 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) TON 610 610 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) SPECIAL TON 610 610 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) TON 305 305 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B) TON 450 450 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (4,C) TON 1291 1291 2451.603 IMPROVED PIPE FOUNDATION LIN FT 877 877 2501.502 18" RC PIPE APRON EACH 0 2501.502 18" CS SAFETY APRON EACH 0 2501.503 18" CS PIPE CULVERT LIN FT 0 2501.602 TRASH GUARD FOR 18" PIPE APRON EACH 0 2503.503 18" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 0 2503.503 30" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 0 2503.503 36" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 0 2503.603 STORM SEWER INSPECTION LIN FT 0 2504.602 HYDRANT EACH 3 3 2504.602 12"X6" REDUCER EACH 1 1 2504.602 12" PIPE PLUG EACH 2 2 2504.602 1" CORPORATION STOP EACH 2 2 2504.602 12"X6" TEE FITTING EACH 2 2 2504.602 12"X12" CROSS EACH 1 1 2504.602 12" BUTTERFLY VALVE AND BOX EACH 3 3 2504.602 6" GATE VALVE AND BOX EACH 3 3 2504.602 6" MEGALUG EACH 3 3 1) PRO RTA (16) RAVINE IRRIGATION SYSTEM (31) RA E: 200 LB PER AC E ky k ") - Ul- i Mu o T i nM Mivuuv M - -101 11- ir<r<iur.1 iviv OT of -10 uioi uRoMu oT VVUR k") i MME -U M T i UMr Mo i r.o1-101-11VIMIN 1 (3) PLACE IN N. POND ADJACENT TO MILITARY ROAD, COORDINATE WITH SWWD (18) SEE STANDARD PLATE STR-37 (33) RATE: 2500 LB PER ACRE (4) INCLUDESFES (19) C900 (5) GEOSYNTHETIC CLAY LINER (GCL) (20) SEE STANDARD PLATE SAN -1 AND SAN -2 (6) FOR USE AS DIRECTED BYTHE ENGINEER (21) SEE STANDARD PLATE STO-9 (7) 100% CRUSHED LIMESTONE (22) SEE STANDARD PLATESTO-7 (8) DRIVEWAY MIX (23) COLORED CONCRETE (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX (26) SEE STANDARD PLATE SPECIAL -2 (12) SEE COTTAGE GROVE STD PLATE STO-14 (27) CONTAINS 5 STONES EACH (13) SCHEDULE 40 (28) CONTAINS 7 STONES EACH (14) TELEVISING (29) CONTAINS 9 STONES EACH (15) 65TH ST IRRIGATION SYSTEM (30) SEE STANDARD PLATES SAN -6, STO-23 AND WAT-10 - APPR REVISION SURVEY PEW e Cotta � Grove erity neer ""i pride and �,,p Stantec zags Highway St. Paul, MN 55113 -taut-c- STATEMENT OF ESTIMATED QUANTITIES BID ALTERNATE 1 CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET DRAWN SMV/SE 16 DESIGNED '°P CHECKED J°P OF APPROVED DES 547 PROF. NO. 1803878 mN5 o=F.a hQAo a oo�o o'oo waw STATEMENT OF ESTIMATED QUANTITIES BID ALTERNATE 1 TAB SHEET NO. ITEM NO. DESCRIPTION UNITS LRIP SAP 180-123-001 SAP 180-110-013 SAP 180-020-013 NON -PARTICIPATING SAP 180-121-001 TOTAL EST. QUANTITIES RAVINE PKWY 65TH ST JAMAICA AVE KEATS AVE SWWD COTTAGE GROVE ROADWAY STORM LANDSCAPING LIGHTING ROADWAY STORM LANDSCAPING LIGHTING ROADWAY ROADWAY GRADING ROADWAY WATERMAIN SANITARY TEMPORARY TURF ESTABLISHMENT 2504.602 12" MEGALUG EACH 12 (18) SEE STANDARD PLATE STR-37 (33) RATE: 2500 LB PER ACRE 12 INCLUDESFES 2504.602 HYDRANT PAD EACH 3 (5) GEOSYNTHETIC CLAY LINER (GCL) 3 SEE STANDARD PLATE SAN -1 AND SAN -2 2504.603 1" TYPE K COPPER PIPE LIN FT 30 (21) SEE STANDARD PLATE STO-9 30 (7) 100% CRUSHED LIMESTONE 2504.603 6" WATERMAIN DUCTILE IRON CL52 LIN FT 38 (8) DRIVEWAY MIX 38 (23) COLORED CONCRETE 2504.603 12" WATERMAIN DUCTILE IRON CL52 LIN FT 919 (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS 919 (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX 2504.603 24" STEEL CASING PIPE (JACKED) LIN FT 80 (12) SEE COTTAGE GROVE STD PLATE STO-14 80 CONTAINS 5 STONES EACH 2511.507 RANDOM RIPRAP CLASS III CU YD 0 (28) CONTAINS 7 STONES EACH (14) TELEVISING 2521.518 4" CONCRETE WALK SPECIAL SQ FT 2753 2753 (15) 65TH ST IRRIGATION SYSTEM (30) SEE STANDARD PLATES SAN -6, STO-23 AND WAT-10 2521.518 6" CONCRETE WALK SQ FT 646 646 -_ APPR REVISION SURVEY PEW � Grove "here pride andprosP edty neer Stantec zags Highway St. Paul, MN 55113 -taut-c- STATEMENT OF ESTIMATED QUANTITIES BID ALTERNATE 1 CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 2531.503 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT 2317 2317 CHECKED JDP °` APPROVED DRS 547 PROF. NO. 1803878 2531.504 6" CONCRETE DRIVEWAY PAVEMENT SQ YD 62 62 2531.618 TRUNCATED DOMES SQ FT 82 82 2540.602 BOLLARD EACH 3 3 2540.602 RELOCATE MAIL BOX SUPPORT EACH 2 2 2540.618 BRICK PAVERS SQ FT 900 900 2545.502 LIGHTING UNIT TYPE SPECIAL EACH 5 5 2545.502 LIGHT FOUNDATION DESIGN SPECIAL EACH 5 5 2545.503 2" NON-METALLIC CONDUIT LIN FT 880 880 2545.503 4" NON-METALLIC CONDUIT LIN FT 148 148 2545.503 UNDERGROUND WIRE 1/C6AWG LIN FT 3580 3580 2557.603 INSTALL BARBED WIRE FENCE LIN FT 261 261 2563.601 TRAFFIC CONTROL LUMP SUM 0 2563.601 DETOUR SIGNING LUMP SUM 0 2564.518 SIGN PANELS TYPE C SQ FT 116 66 51 2564.518 SIGN PANELS TYPED SQ FT 38 38 2571.524 DECIDUOUS TREE 1.5' CAL B&B TREE 3 3 2571.524 DECIDUOUS TREE 2.5' CAL B&B TREE 30 30 2573.502 STORM DRAIN INLET PROTECTION EACH 5 5 2573.502 CULVERT END CONTROLS EACH 6 1 5 2573.503 SILT FENCE, TYPE MS LIN FT 3765 1265 2500 2574.508 FERTILIZER TYPE 1 POUND 1327 721 606 2574.607 TOPSOIL SPECIAL CU YD 267 267 2575.504 EROSION CONTROL BLANKETS CATEGORY SQ YD 3650 3346 304 2575.505 SEEDING ACRE 7 4 4 2575.505 DISKANCHORING ACRE 4 2 2 2575.508 SEED MIXTURE 21-111 POUND 184 73 111 2575.508 SEED MIXTURE 25-141 POUND 284 141 143 2575.508 SEED MIXTURE 25-151 POUND 99 99 2575.508 HYDRAULIC MULCH MATRIX POUND 5724 3016 2708 2575.509 MULCH MATERIALTYPE3 TON 8 3 5 (1) PRO RATA (I b) RAVINE IRRIGATION SYSTEM (b1) RATE: 200 LB PER ACRE (2) INCLUDES ALL TREE SIZES (17) AS DIRECTED BY THE ENGINEER FOR EXISTING IRRIGATION SYSTEMS DISTURBED BY WORK (32) TEMPORARY TURF ESTABLISHMENT (3) PLACE IN N. POND ADJACENT TO MILITARY ROAD, COORDINATE WITH SWWD (18) SEE STANDARD PLATE STR-37 (33) RATE: 2500 LB PER ACRE (4) INCLUDESFES (19) C900 (5) GEOSYNTHETIC CLAY LINER (GCL) (20) SEE STANDARD PLATE SAN -1 AND SAN -2 (6) FOR USE AS DIRECTED BYTHE ENGINEER (21) SEE STANDARD PLATE STO-9 (7) 100% CRUSHED LIMESTONE (22) SEE STANDARD PLATESTO-7 (8) DRIVEWAY MIX (23) COLORED CONCRETE (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX (26) SEE STANDARD PLATE SPECIAL -2 (12) SEE COTTAGE GROVE STD PLATE STO-14 (27) CONTAINS 5 STONES EACH (13) SCHEDULE 40 (28) CONTAINS 7 STONES EACH (14) TELEVISING (29) CONTAINS 9 STONES EACH (15) 65TH ST IRRIGATION SYSTEM (30) SEE STANDARD PLATES SAN -6, STO-23 AND WAT-10 -_ APPR REVISION SURVEY PEW � Grove "here pride andprosP edty neer Stantec zags Highway St. Paul, MN 55113 -taut-c- STATEMENT OF ESTIMATED QUANTITIES BID ALTERNATE 1 CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET DRAWN SMV/SECottae 17 DESIGNED 'DP CHECKED JDP °` APPROVED DRS 547 PROF. NO. 1803878 a U .O haw oED a to oQp 0a mFE5 o�.a hQAo a oo�o oho= waw o STATEMENT OF ESTIMATED QUANTITIES BID ALTERNATE 1 TAB SHEET NO. ITEM NO. DESCRIPTION UNITS L SAP 1800-1-1 21-001 SAP 180-123-001 SAP 180-110-013 SAP 180-020-013 NON -PARTICIPATING TOTAL EST. QUANTITIES RAVINE PKWY 65TH ST JAMAICA AVE KEATS AVE SWWD COTTAGE GROVE ROADWAY STORM LANDSCAPING LIGHTING ROADWAY STORM LANDSCAPING LIGHTING ROADWAY ROADWAY GRADING ROADWAY WATERMAIN SANITARY SANITARY 2582.503 4" SOLID LINE MULTI-COMPONENT LIN FT 0 223703 SEE STANDARD PLATE STR-37 (33) RATE: 2500 LB PER ACRE (4) 223703 2582.503 24" SOLID LINE MULTI-COMPONENT LIN FT 0 CU YD 15000 (5) GEOSYNTHETIC CLAY LINER (GCL) (20) SEE STANDARD PLATE SAN -1 AND SAN -2 15000 2582.503 4" DOUBLE SOLID LINE MULTI-COMPONENT LIN FT 0 COMMON EMBANKMENT (CV) CU YD 238703 SEE STANDARD PLATE STO-9 (7) 238703 2582.518 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN SQ FT 0 2574.508 FERTILIZER TYPE 1 POUND 4375 (8) DRIVEWAY MIX (23) COLORED CONCRETE 4375 (9) 2575.505 SEEDING ACRE 18 TROWELED EDGES, SEE LANDSCAPING DETAILS STATEMENT OF ESTIMATED QUANTITIES BID ALTERNATE 2 TAB SHEET NO. ITEM NO. DESCRIPTION UNITS TOTAL EST. QUANTITIES LRIP SAP 180-123-001 SAP 180-110-013 SAP 180-020-013 NON -PARTICIPATING SAP 180-121-001 RAVINE PKWY 65TH ST JAMAICA AVE KEATS AVE SWWD COTTAGE GROVE ROADWAY STORM LANDSCAPING LIGHTING ROADWAY STORM LANDSCAPING LIGHTING ROADWAY ROADWAY GRADING ROADWAY WATERMAIN SANITARY 2105.607 HAUL AND STOCKPILE EXCESS MATERIAL CU YD 223703 SEE STANDARD PLATE STR-37 (33) RATE: 2500 LB PER ACRE (4) 223703 (19) C900 2106.507 EXCAVATION -COMMON CU YD 15000 (5) GEOSYNTHETIC CLAY LINER (GCL) (20) SEE STANDARD PLATE SAN -1 AND SAN -2 15000 (6) 2106.507 COMMON EMBANKMENT (CV) CU YD 238703 SEE STANDARD PLATE STO-9 (7) 238703 (22) SEE STANDARD PLATESTO-7 2574.508 FERTILIZER TYPE 1 POUND 4375 (8) DRIVEWAY MIX (23) COLORED CONCRETE 4375 (9) 2575.505 SEEDING ACRE 18 TROWELED EDGES, SEE LANDSCAPING DETAILS (10) 18 (25) SEE STANDARD PLATE SPECIAL -3 2575.505 DISK ANCHORING ACRE 18 (11) VIRGIN COURSE MIX (26) SEE STANDARD PLATE SPECIAL -2 18 (12) 2575.508 SEED MIXTURE 21-111 POUND 1750 CONTAINS 5 STONES EACH (13) 1750 (28) CONTAINS 7 STONES EACH 2575.509 MULCH MATERIALTYPE3 TON 35 (14) TELEVISING (29) CONTAINS 9 STONES EACH 35 (15) 65TH ST IRRIGATION SYSTEM (30) SEE STANDARD PLATES SAN -6, STO-23 AND WAT-10 NO DATE APPR REVISION SURVEY PEW (1) PRO RATA (16) RAVINE IRRIGATION SYSTEM (31) RATE: 200 LB PER ACRE (2) INCLUDES ALL TREE SIZES (17) AS DIRECTED BY THE ENGINEER FOR EXISTING IRRIGATION SYSTEMS DISTURBED BY WORK (32) TEMPORARY TURF ESTABLISHMENT (3) PLACE IN N. POND ADJACENT TO MILITARY ROAD, COORDINATE WITH SWWD (18) SEE STANDARD PLATE STR-37 (33) RATE: 2500 LB PER ACRE (4) INCLUDESFES (19) C900 (5) GEOSYNTHETIC CLAY LINER (GCL) (20) SEE STANDARD PLATE SAN -1 AND SAN -2 (6) FOR USE AS DIRECTED BYTHE ENGINEER (21) SEE STANDARD PLATE STO-9 (7) 100% CRUSHED LIMESTONE (22) SEE STANDARD PLATESTO-7 (8) DRIVEWAY MIX (23) COLORED CONCRETE (9) FOR SEPARATE LANDING POURS PER STANDARD PLAN 5-297.250 (24) TROWELED EDGES, SEE LANDSCAPING DETAILS (10) BITUMINOUS TRAIL MIX (25) SEE STANDARD PLATE SPECIAL -3 (11) VIRGIN COURSE MIX (26) SEE STANDARD PLATE SPECIAL -2 (12) SEE COTTAGE GROVE STD PLATE STO-14 (27) CONTAINS 5 STONES EACH (13) SCHEDULE 40 (28) CONTAINS 7 STONES EACH (14) TELEVISING (29) CONTAINS 9 STONES EACH (15) 65TH ST IRRIGATION SYSTEM (30) SEE STANDARD PLATES SAN -6, STO-23 AND WAT-10 NO DATE APPR REVISION SURVEY PEW Cottage Grove "here pride .,',,rasp erity neer Stantec zags Highway St. Paul, MN 55113 -tantec.�m STATEMENT OF ESTIMATED QUANTITIES BID ALTERNATE 1 & 2 CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 a"ra hO DRAWN SMU/MAF 18 DESIGNED CHECKED JDP °` APPROVED DRS 547 PROF. NO. ,8038,8 THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, SHALL APPLY ON THIS PROJECT. STANDARD PLATES 3000L REINFORCED CONCRETE PIPE (5SHEETS) 3006G GASKET JOINT FOR R.C. PIPE(2SHEETS) 3041 D CORRUGATED METAL PIPE (3" X 1"CORRUGATION) 3100G CONCRETE APRON FOR REINFORCED CONCRETE PIPE 3123J METAL APRON FOR C.S. PIPE 3124B METAL APRON CONNECTION 3133D RIPRAP AT RCP OUTLETS 3145G CONCRETE PIPE OR PRECAST BOX CULVERT TIES INLET PROTECTION ROCK FILTER FOR CATCH BASIN ERO-9 4020J MANHOLE OR CATCH BASIN (FOR USE WITH OR WITHOUT TRAFFIC LOADS) (2 SHEETS) 4101D RING CASTING FOR MAN HOLE OR CATCH BASIN 4180J MANHOLE OR CATCH BASIN STEP CONSTRUCTION ENTRANCE ROCK AND WOODCHIP ERO-13 7038A DETECTABLE WARNING SURFACE TRUNCATED DOMES 7065C BITUMINOUSCURB 7111J INSTALLATION OF CATCH BASIN CASTINGS (CONCRETECURB AND GUTTER) 7113A CONCRETE APPROACH NOSE DETAIL 22 SER -1 8000J CHANNELIZERS 8106D EQUIPMENT PAD B 8127E LIGHT FOUNDATION -DESIGN E PRECAST/CAST-IN-PLACE (40 FT. POLE OR LESS) (2 SHEETS) 8150C INSTALLATION OF CULVERT MARKERS TRASH CAN EROSION CONTROL 9000E APPROACHES AND ENTRANCES - RECOMMENDED STANDARDS 9101B SHAPING AND SODDING OF SLOPES AT BOXCULVERT ENDS 9350A MAILBOX SUPPORT (SWING -AWAY TYPE) COTTAGE GROVE STANDARD DETAILS BED -1 PIPE FOUNDATION & BEDDING METHOD FOR PVC PIPETRENCH BED -2 PIPE FOUNDATION & BEDDING METHODS FOR RCP & DIP BED -3 IMPROVED FOUNDATION FOR RCP, DIP, PVC PIPETRENCH B EARTHWORK TABLES AND SUMMARY ERO-1 MACHINE SLICED SILT FENCE ERO-4 J -HOOK SILT FENCE ERO-5 EROSION CONTROL BLANKET INSTALLATION ERO-7 INLET PROTECTION SILT BOX FOR CATCH BASIN ERO-8 INLET PROTECTION ROCK FILTER FOR CATCH BASIN ERO-9 INLET PROTECTION CATCH BASIN INSERT ERO-10 INLET PROTECTION SILT BOX FOR BEEHIVE CASTING ERO-11 DITCH CHECKS ERO-12 CONSTRUCTION ENTRANCE ROCK AND WOODCHIP ERO-13 SLOPE TRACKING MAILBOXES 20 SAN -1 SANITARY SEWER MANHOLE SAN -2 SANITARY SEWER JUNCTION MANHOLE PAVEMENT SUMMARY 22 SER -1 RESIDENTIAL/INDIVIDUALLY OWNED PROPERTY SEWER AND WATER SERVICE CONNECTIONS SER -7 PVC SANITARY SERVICE SADDLE WATERMAIN 23 SPECIAL -2 PARK BENCH SPECIAL -3 TRASH CAN EROSION CONTROL 28-29 STO-1 STORM SEWER MANHOLE STO-2 STORM SEWER JUNCTION MANHOLE STO-5 CATCHBASIN MANHOLE STO-6 CATCHBASIN MANHOLEWITHSUMP STO-7 CATCHBASIN STO-9 OFF STREET CATCHBASIN WITH CONCRETE STOOL GRATE FRAME STO-10 SHALLOW OFF STREET CATCHBASIN WITH CONCRETE STOOL GRATE FRAME STO-11 FLARED END SECTION ANDTRASH GUARD STO-12 RIP RAP AT FLARED END SECTION STO-23 STRUCTURE MARKER SIGN 330 W STR-10 CURB AND GUTTER STR-11 WATER AND SEWER SERVICE LOCATION STAMP IN CURB STR-14 B618 CURB AND GUTTER CONSTRUCTION AT CATCHBASIN STR-18 CONCRETE RESIDENTIAL DRIVEWAY APRON STR-23 CATCHBASIN AND MANHOLE ADJUSTMENT STR-25 STRUCTURE ADJUSTMENT PATCH (BITUMINOUS OR CONCRETE) STR-31 FUTURE ROAD EXTENSION STR-32 PERMANENT BARRICADE STR-33 MAIL BOX INSTALLATION STR-34 PRIVATE UTILITY CONDUIT CROSSING STR-37 CONCRETE HYDRANT PAD 399 WAT-1 HYDRANT DETAIL WAT-3 GATE VALVE AND BOX INSTALLATION WAT-4 BUTTERFLY VALVE AND BOX INSTALLATION WAT-6 CONCRETE THRUST BLOCKING WAT-7 WATER MAIN OFFSET WAT-8 DIP SERVICE OR DEAD END LINE WAT-9 INSULATION DETAIL WAT-10 STRUCTURE MARKER SIGN TABULATION INDEX TAB. TABULATION SHEET NO. A EXISTING PRIVATE UTILITIES 12-13 B EARTHWORK TABLES AND SUMMARY 14-15 C EXISTING SANITARY SEWER 17 D EXISTING WATERMAIN 18 E EXISTING DRAINAGE 19 F BITUMINOUS PAVEMENT REMOVAL 20 G CONCRETE REMOVALS 20 H MISCELLANEOUS REMOVALS 20 1 MAILBOXES 20 J MISCELLANEOUS CONSTRUCTION 21 K PAVEMENT SUMMARY 22 L SANITARY SEWER 23 M WATERMAIN 23 N DRAINAGE TABULATION 24-27 O EROSION CONTROL 28-29 P TURF ESTABLISHMENT 30 Q LANDSCAPING SUMMARY 31 R LIGHTING 32-33 S PAVEMENT MARKINGS & MESSAGES 329 T REMOVE SIGN TYPE D 330 U SALVAGE AND INSTALL SIGN TYPE 330 V SALVAGE AND INSTALL SIGN TYPE SPECIAL 330 W SIGN PANELS TYPE 331 X SIGN PANELS TYPED 332 Y SIGN PANELS TYPE SPECIAL 332 Z SIGN TYPE SPECIAL - FLASHING LED 332 AA PERMANENT BARRICADES 332 BB OBJECT MARKER 332 CC BOX CULVERT 383 DD BRIDGE 399 NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "E� DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec STANDARD PLATES AND TABULATION INDEX RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 19 CHECKED JDPOF erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 APPROVED DRS ""i pride a,',Qr�,p St. Paul, MN 55113 PROF. NO. 1803878 iistante .gym SAP 180-110-013, SAP 180-020-013 547 oho= waw ELECTRIC Al ALIGN STATION TO STATION OFFSET RANGE IN PLACE UTILITY OWNER LEAVE ASIS REMARKS NOTES ADJUST RELOCATE 65TH -EB 99+81 - 100+61 46 RT - 47 RT OHP XCEL X = BURIED FIBER OPTIC LINE COM -BUR = BURIED COMMUNICATION LINE 65TH -EB 100+61 47 RT PP XCEL X 65TH -EB 100+61 - 101+42 46 RT - 47 RT OHP XCEL X 65TH -EB 101+42 46 RT PP XCEL X 65TH -EB 101+42 - 103+10 46 RT - 45 RT OHP XCEL X 65TH -EB 103+10 45 RT PP XCEL X 65TH -EB 103+10 - 104+91 45 RT - 45 RT OHP XCEL X 65TH -EB 104+91 45 RT PP XCEL X 65TH -EB 104+91 - 106+66 45 RT - 46 RT OHP XCEL X 65TH -EB 106+55 44 RT HH XCEL X 65TH -EB 106+65 28 RT HH XCEL X X 65TH -EB 106+66 46 RT PP XCEL X 65TH -EB 106+66 - 108+38 46 RT - 46 RT OHP XCEL X 65TH -EB 108+38 46 RT PP XCEL X 65TH -EB 108+38 - 110+13 46 RT - 46 RT OHP XCEL X 65TH -EB 110+13 46 RT PP XCEL X 65TH -EB 110+13 - 110+61 46 RT - 141 LT OHP XCEL X 65TH -EB 110+13 - 111+41 46 RT - 46 RT OHP XCEL X 65TH -EB 111+41 46 RT PP XCEL X 65TH -EB 111+41 - 111+75 46 RT - 46 RT OHP XCEL X 65TH -EB 111+41 - 113+42 46 RT - 54 RT E -BUR XCEL X 65TH -EB 111+75 46 RT PP XCEL X 65TH -EB 111+75 - 112+78 46 RT - 46 RT OHP XCEL X 65TH -EB 111+75 - 112+78 46 RT - 46 RT E -BUR XCEL X 65TH -EB 112+78 46 RT PP XCEL X 65TH -EB 112+78 - 115+56 46 RT - 30 RT OHP XCEL X 65TH -EB 113+43 58 RT P -PED XCEL X 65TH -EB 115+56 30 RT PP XCEL X X 65TH -EB 115+56 - 118+06 30 RT - 23 RT OHP XCEL X 65TH -EB 118+06 23 RT PP XCEL X 65TH -EB 118+06 - 120+70 23 RT - 178 RT OHP XCEL X 65TH -EB 118+06 - 120+78 23 RT - 23 RT OHP XCEL X X 65TH -EB 120+78 23 RT PP XCEL X X 65TH -EB 120+78 - 123+83 23 RT - 24 RT OHP XCEL X X 65TH -EB 123+83 24 RT PP XCEL X 65TH -EB 122+99 51 RT HH XCEL X 65TH -EB 123+50 53 RT P -PED XCEL X 65TH -EB 123+62 21 RT P -PED XCEL X 65TH -EB 123+75 24 RT HH XCEL X 65TH -EB 123+39 - 123+75 124 RT - 24 RT E -BUR XCEL X 65TH -EB 123+82 - 126+23 24 RT - 26 RT OHP XCEL X 65TH -EB 126+23 26 RT PP XCEL X 65TH -EB 126+23 - 126+40 26 RT - 52 RT E -BUR XCEL X 65TH -EB 126+23 - 128+66 26 RT - 27 RT OHP XCEL X 65TH -EB 128+66 27 RT PP XCEL X 65TH -EB 128+66 - 130+26 27 RT - 29 RT OHP XCEL X IDEAL AVE 10+75 - 12+77 53 LT - 20 LT E -BUR XCEL IDEAL AVE 12+82 - 14+95 28 LT - 19 LT OHP XCEL IDEAL AVE 10+50 - 12+71 25 RT - 38 RT E -BUR XCEL IDEAL AVE 11+15 - 12+71 24 RT - 38 RT E -BUR XCEL ELECTRIC Al ALIGN STATION TO STATION OFFSET RANGE IN PLACE UTILITY OWNER LEAVE ASIS REMARKS NOTES ADJUST RELOCATE EX MILITARY 1000+95 28 RT PP XCEL X = BURIED FIBER OPTIC LINE COM -BUR = BURIED COMMUNICATION LINE EX MILITARY 1000+95 - 1002+25 28 RT - 34 RT OHP XCEL X EX MILITARY 1002+25 34 RT PP XCEL X EX MILITARY 1002+25 - 1003+93 34 RT - 38 RT OHP XCEL X EX MILITARY 1003+93 38 RT PP XCEL X EX MILITARY 1003+93 - 1005+19 38 RT - 53 RT OHP XCEL X EX MILITARY 1005+19 53 RT PP XCEL X EX MILITARY 1005+19 - 1006+70 53 RT - 54 RT OHP XCEL X EX MILITARY 1006+70 54 RT PP XCEL X EX MILITARY 1006+70 - 1008+25 54 RT - 54 RT OHP XCEL X EX MILITARY 1008+25 54 RT PP XCEL X EX MILITARY 1008+25 - 1009+78 54 RT - 55 RT OHP XCEL X EX MILITARY 1009+78 55 RT PP XCEL X EX MILITARY 1009+78 - 1011+32 55 RT - 57 RT OHP XCEL X EX MILITARY 1011+32 57 RT PP XCEL X EX MILITARY 1011+32 - 1012+88 57 RT - 57 RT OHP XCEL X EX MILITARY 1012+88 57 RT PP XCEL X EX MILITARY 1012+88 _ 1014+45 57 RT - 58 RT OHP XCEL X EX MILITARY 1014+45 58 RT PP XCEL X EX MILITARY 1014+45 - 1016+72 58 RT - 58 RT OHP XCEL X EX MILITARY 1016+72 58 RT PP XCEL X EX MILITARY 1016+72 - 1018+25 58 RT - 59 RT OHP XCEL X EX MILITARY 1018+25 59 RT PP XCEL X EX MILITARY 1018+25 - 1019+79 59 RT - 58 RT OHP XCEL X EX MILITARY 1019+79 58 RT PP XCEL X EX MILITARY 1019+79 - 1021+30 58 RT - 58 RT OHP XCEL X EX MILITARY 1021+06 62 LT PP XCEL X EX MILITARY 1021+06 - 1023+75 62 LT - 61 LT OHP XCEL X EX MILITARY 1021+30 58 RT PP XCEL X EX MILITARY 1021+30 - 1022+83 58 RT - 58 RT OHP XCEL X EX MILITARY 1022+83 58 RT PP XCEL X EX MILITARY 1022+83 - 1024+38 58 RT - 59 RT OHP XCEL X EX MILITARY 1023+75 61 LT PP XCEL X EX MILITARY 1023+75 - 1025+45 61 LT - 48 LT OHP XCEL X EX MILITARY 1024+38 59 RT PP XCEL X GENERAL NOTES: 1. ALL UTILITY WORK SHOWN ON THESE SHEETS SHALL BE DONE BY OTHERS UNLESS NOTED. 2. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D. THE UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". 3. ALL POWER LINES ARE DISTRIBUTION UNLESS NOTED OTHERWISE. ELECTRIC Al ALIGN STATION TO STATION OFFSET RANGE IN PLACE UTILITY OWNER LEAVE ASIS REMARKS NOTES ADJUST RELOCATE KEATS 500+28 56 RT PP XCEL X = BURIED FIBER OPTIC LINE COM -BUR = BURIED COMMUNICATION LINE KEATS 500+28 - 502+08 56 RT - 52 RT OHP XCEL X KEATS 502+08 52 RT PP XCEL X KEATS 502+08 - 504+01 52 RT - 50 RT OHP XCEL X KEATS 504+01 50 RT PP XCEL X KEATS 504+01 - 505+85 50 RT - 49 RT OHP XCEL X KEATS 505+85 49 RT PP XCEL X KEATS 505+65 - 505+85 105 LT - 49 RT E -BUR XCEL X KEATS 505+85 - 507+92 49 RT - 47 RT OHP XCEL X KEATS 507+01 - 507+09 105 LT - 131 RT OHP XCEL X KEATS 507+26 - 507+34 107 LT - 130 RT OHP XCEL X KEATS 507+92 47 RT PP XCEL X KEATS 507+92 - 509+48 47 RT - 52 RT OHP XCEL X KEATS 509+48 52 RT PP XCEL X KEATS 509+48 - 511+32 52 RT - 52 RT OHP XCEL X KEATS 511+30 - 511+32 180 RT - 52 RT OHP XCEL X KEATS 511+32 52 RT PP XCEL X KEATS 511+32 - 512+07 52 RT - 52 RT OHP XCEL X KEATS 512+07 52 RT PP XCEL X KEATS 512+07 - 513+40 52 RT - 55 RT OHP XCEL X KEATS 513+40 55 RT PP XCEL X KEATS 513+40 - 515+45 55 RT - 54 RT OHP XCEL X KEATS 515+45 54 RT PP XCEL X KEATS 515+45 - 517+46 54 RT - 54 RT OHP XCEL X KEATS 517+46 54 RT PP XCEL X RAVINE -EB 215+78 172 RT PP XCEL X RAVINE -EB 215+78 - 215+86 172 RT - 200 LT OHP XCEL X RAVINE -EB 215+97 150 RT PP XCEL X RAVINE -EB 215+97 - 216+08 150 RT - 200 LT OHP XCEL X UTILITY OWNERS THE FOLLOWING LIST SHOWSTHE UTILITY COMPANIES INVOLVED ON THIS PROJECT CITY OF COTTAGE GROVE = CITY CENTURYLINK = CENT COMCAST CABLE COMMUNICATIONS, INCORPORATED = COMC XCEL ENERGY = XCEL CENTERPOINT ENERGY = CPNT LEGEND ANC = ANCHOR LP = LIGHT POLE UP = UTILITY POLE COM BOX = COMMUNICATION BOX E -BUR = BURIED ELECTRIC LINE OHP = OVERHEAD ELECTRIC LINE G -BUR = BURIED GAS LINE G-VLV = GAS VAVLE FO -BUR = BURIED FIBER OPTIC LINE COM -BUR = BURIED COMMUNICATION LINE OHC = OVERHEAD COMMUNICATION NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec INPLACE UTILITY TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 20 CHECKED JDPOF edtY Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. 193803878 SAP SAP 180-110-013, SAP 180-020-013 547 oAa waw o GAS A2 ALIGN STATION TO STATION OFFSET RANGE IN PLACE UTILITY OWNER LEAVE ASIS REMARKS NOTES ADJUST RELOCATE 65TH -EB 111+18 - 112+13 32 LT - 22 LT G -BUR XCEL X X COM -BUR (1) 65TH -EB 112+13 - 112+25 22 LT - 31 RT G -BUR XCEL X X (1) 65TH -EB 112+25 - 112+79 31 RT - 40 RT G -BUR XCEL X (1) 65TH -EB 106+89 _ 106+74 41 LT - 115 LT FO -BUR CENT X IDEAL AVE 10+50 - 12+78 27 RT - 53 RT G -BUR XCEL X IDEAL AVE 10+68 - 12+88 54 LT - 27 LT G -BUR XCEL X 65TH -EB 112+77 - 112+82 50 LT - 126 LT FO -BUR CENT X EX MILITARY 1000+01 - 1002+31 28 LT - 37 LT G -BUR XCEL X EX MILITARY 1002+31 - 1002+40 37 LT - 170 LT G -BUR XCEL X EX MILITARY 1002+31 - 1025+46 37 LT - 29 LT G -BUR XCEL X 65TH -EB 123+70 - 123+74 22 LT - 24 RT FO -BUR CENT X KEATS 500+00 - 517+50 42 RT - 38 RT G -BUR XCEL X KEATS 500+00 - 517+50 26 LT - 27 LT G -BUR CPNT X IDEAL AVE 10+60 - 12+95 32 LT - 35 LT FO -BUR CENT X COMMUNICATION A3 ALIGN STATION TO STATION OFFSET RANGE IN PLACE UTILITY OWNER LEAVE ASIS REMARKS NOTES ADJUST RELOCATE 65TH -EB 99+78 - 106+02 46 LT - 46 LT FO -BUR CENT X = BURIED FIBER OPTIC LINE COM -BUR = BURIED COMMUNICATION LINE 65TH -EB 106+02 45 LT COM -MH CENT X 65TH -EB 106+02 - 112+77 26 LT - 50 LT FO -BUR CENT X 65TH -EB 106+89 _ 106+74 41 LT - 115 LT FO -BUR CENT X 65TH -EB 112+57 - 113+56 35 RT - 29 RT FO -BUR UKWN X 65TH -EB 112+77 50 LT COM -BOX CENT X 65TH -EB 112+77 - 112+82 50 LT - 126 LT FO -BUR CENT X 65TH -EB 112+80 70 LT COM -MH CENT X 65TH -EB 112+77 - 123+70 50 LT - 22 LT FO -BUR CENT X 65TH -EB 123+70 22 LT COM -BOX CENT X 65TH -EB 123+70 - 123+74 22 LT - 24 RT FO -BUR CENT X 65TH -EB 123+74 24 RT COM -HH CENT X IDEAL AVE 10+60 - 12+95 32 LT - 35 LT FO -BUR CENT X IDEAL AVE 11+28 29 LT COM -BOX CENT X IDEAL AVE 10+52 - 13+00 31 RT - 20 RT FO -BUR CENT X IDEAL AVE 10+64 - 30 RT COM -BOX CENT X EX MILITARY 1000+95 - 1024+38 28 RT - 59 RT OHC CENT X (2) EX MILITARY 1000+95 - 1024+38 23 RT - 33 RT FO -BUR UKWN X KEATS 500+28 - 505+85 56 RT - 49 RT OHC CENT X (2) KEATS 500+02 - 503+35 51 LT - 60 LT FO -BUR ZAYO X KEATS 503+35 60 LT COM -BOX ZAYO X KEATS 503+35 - 517+45 60 LT - 47 LT FO -BUR ZAYO X KEATS 505+85 - 517+46 49 RT - 54 RT OHC CENT X (2) KEATS 507+75 46 RT COM -MH CENT X UTILITY OWNERS THE FOLLOWING LIST SHOWSTHE UTILITY COMPANIES INVOLVED ON THIS PROJECT CITY OF COTTAGE GROVE = CITY CENTURYLINK = CENT COMCAST CABLE COMMUNICATIONS, INCORPORATED = COMC XCEL ENERGY = XCEL CENTERPOINT ENERGY = CPNT LEGEND ANC = ANCHOR LP = LIGHT POLE UP = UTILITY POLE COM BOX = COMMUNICATION BOX E -BUR = BURIED ELECTRIC LINE OHP = OVERHEAD ELECTRIC LINE G -BUR = BURIED GAS LINE G-VLV = GAS VAVLE FO -BUR = BURIED FIBER OPTIC LINE COM -BUR = BURIED COMMUNICATION LINE OHC = OVERHEAD COMMUNICATION NO DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage DESIGNED 'DP � Grove Stantec INPLACE UTILITY TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 21 CHECKED JDPOF edtY Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 A. Aoo waw o EARTHWORK VOLUMES I B1 STATION AVE. END AREA (CU YD) AVE. END AREA (CU YD) STATION EXCAVATION- COMMON COMMON EMBANKMENT COMMON EMBANKMENT EXCAVATION- COMMON SAP 180-123-001 65TH ST JAMAICA AVE 65TH -EB JAMAICA -NB Monument 326 273 100+70 299 7 101+00 74 3 101+50 63 4 102+00 67 4 102+50 145 3 103+00 155 2 103+50 173 1 104+00 188 85 104+50 183 1,755 105+00 175 237 105+50 158 296 106+00 149 967 106+50 160 175+50 107+00 181 65 107+50 183 183 108+00 176 98 108+50 176 81 109+00 185 82 109+50 249 1 110+00 299 1 110+50 301 86 111+00 317 86 111+50 317 85 112+00 274 1,081 112+50 203 2,176 113+00 163 210+00 113+50 186 77 114+00 153 31 114+50 87 75 115+00 104 83 115+50 102 82 116+00 85 79 116+50 143 52 117+00 213 30 117+50 230 29 118+00 227 37 118+50 221 43 119+00 220 39 119+50 226 32 120+00 202 32 120+40 130 41 120+50 24 11 121+00 94 68 121+30 55 69 121+50 35 43 122+00 77 138 122+50 113 134 123+00 174 59 123+50 234 24 124+00 292 49 124+50 303 83 125+00 314 58 125+50 326 27 126+00 335 3 126+50 332 1,144 EARTHWORK VOLUMES I B1 STATION AVE. END AREA (CU YD) AVE. END AREA (CU YD) STATION EXCAVATION- COMMON COMMON EMBANKMENT COMMON EMBANKMENT EXCAVATION- COMMON SAP 180-123-001 65TH ST JAMAICA AVE 65TH -EB JAMAICA -NB 127+00 326 5 127+50 299 7 128+00 233 3 128+50 178 4 129+00 155 4 129+50 140 3 130+00 117 2 130+50 103 1 692 605+00 85 TOTAL 11,502 1,755 EARTHWORK VOLUMES I B2 STATION AVE. END AREA (CU YD) STATION AVE. END AREA (CU YD) EXCAVATION- COMMON COMMON EMBANKMENT EXCAVATION- COMMON EXCAVATION- COMMON SAP 180-110-013 JAMAICA AVE NONSTRUCTURAL SELECT GRADING JAMAICA -NB RAVINE -EB 601+30 601+50 22 1,128 602+00 86 171+50 602+50 86 1,263 603+00 86 975 603+50 87 1,772 604+00 86 173+00 604+50 85 692 605+00 85 305 605+50 86 943 606+00 237 174+50 606+50 296 204+50 JAMAICA -SB 967 99 706+87 175+50 1,001 707+00 65 176+00 707+50 183 206+00 708+00 98 117 708+50 81 883 709+00 82 177+50 709+50 83 13 710+00 85 130 710+50 86 985 711+00 86 179+00 711+50 85 209+00 179+50 1,081 75 TOTAL 2,176 0 NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "E� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec EARTHWORK TABULATION AND SUMMARY RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS ZZ CHECKED JDPOF erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 iistante .gym SAP 180-110-013, SAP 180-020-013 547 EARTHWORK VOLUMES B3 B3 STATION AVE. END AREA (CU YD) AVE. END AREA (CU YD) EXCAVATION- COMMON EXCAVATION- COMMON COMMON EMBANKMENT NON STRUCTURAL SELECT GRADING NONSTRUCTURAL SELECT GRADING SAP 180-121-001 RAVINE PKWY RAVINE -EB RAVINE -EB 200+50 171+11 1,128 748 201+00 171+50 1,445 802 1,263 172+00 1,838 975 1,566 172+50 1,772 784 1,337 173+00 1,299 529 692 173+50 913 305 107 174+00 943 173 13 174+50 936 116 204+50 175+00 967 99 205+00 175+50 1,001 86 205+50 176+00 956 94 206+00 176+50 885 117 6 177+00 883 142 15 177+50 919 147 13 178+00 948 130 3 178+50 985 105 208+50 179+00 1,046 85 209+00 179+50 1,081 75 209+50 180+07 1,196 87 210+00 180+50 819 77 210+50 181+00 862 109 33 181+50 822 143 136 182+00 811 193 239 182+50 779 155 238 183+00 844 104 162 183+50 1,008 139 63 184+00 1,159 144 3 184+50 1,278 132 214+50 185+00 1,263 231 56 185+50 1,188 408 173 186+00 1,112 441 247 186+50 1,030 335 257 187+00 975 260 241 187+50 963 241 232 188+20 1,794 243 264 189+00 2,210 173 114 189+50 1,226 97 219+00 190+00 1,103 110 219+50 190+50 866 235 75 191+00 803 401 253 192+00 1,276 1,144 735 192+50 469 664 445 193+00 528 773 513 193+50 596 1,032 547 194+00 599 1,148 493 194+50 524 894 337 195+00 431 579 222 195+50 401 447 157 196+00 376 370 149 196+50 365 340 197 197+00 394 446 294 197+50 444 660 413 198+00 478 873 531 198+50 501 1,077 664 199+00 523 1,243 780 199+50 547 1,330 837 200+00 556 1,272 811 NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "E� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec EARTHWORK TABULATION AND SUMMARY RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS ZZ CHECKED JDPOF erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 iistante .gym SAP 180-110-013, SAP 180-020-013 547 EARTHWORK VOLUMES B3 STATION AVE. END AREA (CU YD) EXCAVATION- COMMON COMMON EMBANKMENT NON STRUCTURAL SELECT GRADING SAP 180-121-001 RAVINE PKWY RAVINE -EB 200+50 538 1,128 748 201+00 517 1,014 704 201+50 515 981 678 202+00 528 1,048 708 202+50 539 1,124 746 203+00 543 1,144 749 203+50 545 1,148 754 204+00 855 1,274 1,009 204+50 1,166 1,404 1,275 205+00 1,177 1,456 1,318 205+50 1,196 1,511 1,366 206+00 1,222 1,531 1,397 206+50 896 1,368 1,126 207+00 539 1,096 799 207+50 510 947 726 208+00 492 864 682 208+50 479 796 637 209+00 478 1,036 597 209+50 478 1,248 561 210+00 466 1,147 525 210+50 449 1,105 488 211+00 434 1,005 454 211+50 429 893 430 212+00 432 830 422 212+50 441 811 407 213+00 714 1,061 771 213+50 1,063 1,289 1,323 214+00 1,135 1,408 1,596 214+50 1,129 1,651 1,757 215+00 1,123 1,843 1,831 215+50 1,112 1,878 1,829 216+00 1,084 1,696 1,686 216+50 1,049 1,506 1,554 217+00 1,024 1,382 1,493 217+50 1,004 1,228 1,408 218+00 1,003 1,125 1,363 218+50 987 974 1,189 219+00 905 590 697 219+50 719 177 181 220+00 603 36 18 220+50 754 125 101 221+00 877 230 202 221+40 680 193 175 222+00 993 260 189 222+50 797 193 110 223+00 781 218 131 223+50 789 275 174 224+00 800 329 214 224+50 805 384 274 225+00 832 526 425 225+50 889 783 695 226+00 962 1,210 910 226+50 1,024 1,727 1,034 227+00 1,045 2,043 1,149 227+50 1,055 2,177 1,234 227+74 510 1,072 612 TOTAL 96,047 81,012 61,557 NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "E� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec EARTHWORK TABULATION AND SUMMARY RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS ZZ CHECKED JDPOF erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 iistante .gym SAP 180-110-013, SAP 180-020-013 547 EARTHWORK VOLUMES EARTHWORK VOLUMES STATION B3 STATION COMMON EMBANKMENT SPEC 2106 AVE. END AREA (CU YD) COMMON EMBANKMENT COMMON EMBANKMENT EXCAVATION- COMMON COMMON EMBANKMENT KEATS AVE NON STRUCTURAL SELECT GRADING SAP 180-121-001 RAVINE PKWY 0+50 TIN VOL. RAVIN E -WB 25,550 26,385 502+00 391+25 1 502+50 65 391+50 220 267 133 392+00 461 643 370 392+50 493 809 487 393+00 528 964 543 393+50 535 968 477 394+00 511 715 297 394+50 406 335 129 395+00 322 102 35 395+50 328 56 2 396+00 322 55 6 396+50 311 81 30 397+00 311 120 70 397+50 326 170 109 398+00 347 241 166 398+50 369 323 229 399+00 386 392 274 399+50 397 432 293 400+00 418 507 319 400+50 710 715 579 401+00 1,009 878 913 401+50 1,037 905 1,019 402+00 1,050 916 1,017 402+50 1,063 949 1,051 403+00 792 956 911 403+50 520 964 769 404+00 529 1,004 818 404+50 532 1,015 823 405+00 537 1,060 803 405+50 539 1,085 777 406+00 531 1,040 744 406+50 544 1,441 704 407+00 554 1,749 664 407+50 542 1,491 627 408+00 531 1,315 592 408+50 527 1,215 558 409+00 527 1,124 543 409+50 527 1,089 535 410+00 526 1,065 497 410+50 508 976 439 TOTAL 20,626 30,132 19,352 EARTHWORK VOLUMES I B4 STATION AVE. END AREA (CU YD) AVE. END AREA (CU YD) COMMON EMBANKMENT SPEC 2106 EXCAVATION- COMMON COMMON EMBANKMENT COMMON EMBANKMENT SELECT GRADING (3) SAP 180-020-013 KEATS AVE MILITARYTRAIL KEATS 0+50 TIN VOL. 501+50 25,550 26,385 502+00 32 1 502+50 65 3 503+00 68 4 503+50 69 8 504+00 70 15 504+50 72 20 505+00 74 24 505+50 76 24 506+00 72 34 506+50 67 48 507+00 66 49 507+50 71 31 507+80 50 8 509+05 198 751 509+50 59 676 510+00 64 964 510+50 63 1,035 511+00 63 986 511+50 64 776 512+00 66 470 512+50 67 208 513+00 66 172 513+50 65 305 514+00 63 355 514+50 62 249 515+00 59 112 515+50 29 29 516+00 137 8,869 516+18 1,831 TOTAL 227,828 91,697 190,623 91,697 TOTAL 1,840 7,357 EARTHWORK VOLUMES I B8 STATION AVE. END AREA (CU YD) AVE. END AREA (CU YD) COMMON EMBANKMENT SPEC 2106 EXCAVATION- COMMON COMMON EMBANKMENT COMMON EMBANKMENT SELECT GRADING (3) SAP 180-121-001 RAVINE PKWY MILITARYTRAIL RAVINE -BASIN 0+50 TIN VOL. TIN VOL. 25,550 26,385 11+00 1 520 11+50 1 321 TOTAL 25,550 26,385 EARTHWORK VOLUMES I B5 STATION AVE. END AREA (CU YD) AVE. END AREA (CU YD) COMMON EMBANKMENT SPEC 2106 EXCAVATION- COMMON EXCAVATION- COMMON COMMON EMBANKMENT SELECT GRADING (3) NON -PARTICIPATING PARK NON -PARTICIPATING MILITARYTRAIL MILITARY 0+50 TIN VOL. 10+50 13,872 1 11+00 1 520 11+50 1 321 12+50 2 172 13+00 1 178 14+50 3 721 15+00 1 198 16+30 2 1,186 16+50 366 17+00 1 1,017 17+50 1 874 18+00 1 706 18+50 1 640 19+00 1 643 19+50 1 601 20+00 1 499 20+50 8 217 21+00 15 1 21+50 14 1 22+00 11 1 22+50 8 2 23+00 7 2 23+50 11 1 24+00 13 SWWD SOUTH POND (2) 48,810 24+50 11 1 25+00 11 1 25+30 10 SOUTH CUL-DE-SAC (1) 2,878 PARK (2) 10,251 TOTAL 137 8,869 EARTHWORK VOLUMES I B9 STATION AVE. END AREA (CU YD) EXCAVATION- COMMON SPEC 2106 COMMON EMBANKMENT SPEC 2106 EXCAVATION- COMMON COMMON EMBANKMENT NON STRUCTURAL GRADING SELECT GRADING (3) NON -PARTICIPATING PARK MILITARY PARK GRADING 1+00 0+50 TIN VOL. 33,809 13,872 1 174 1+50 21 111 2+00 TOTAL 33,809 13,872 (1) CALCULATED FROM CROSS SECTIONS. (2) CALCULATED FROM SURFACE VOLUME COMPARISON. (3) ESTIMATED GRADING MATERIAL REQUIRED FROM SWWD EXCAVATION. (4) INCLUDES FILL TO BRING SITE TO A MIN. ELEVATION OF 905.00 AND 3' FI LL TO REPLACE STRIPPING VOLUME. (5) VOLUMES FROM WENCK EARTHWORK VOLUMES I B6 STATION AVE. END AREA (CU YD) EXCAVATION- COMMON SPEC 2106 COMMON EMBANKMENT SPEC 2106 EXCAVATION- COMMON COMMON EMBANKMENT NON STRUCTURAL GRADING SELECT GRADING (3) NON -PARTICIPATING NORTH CUL-DE-SAC MILITARY CU YD 1+00 0+50 1+50 711 1+00 1 174 1+50 21 111 2+00 24 92 2+50 4 450 3+00 1 630 3+59 1 374 TOTAL 52 1,831 EARTHWORK VOLUMES I B7 STATION AVE. END AREA (CU YD) EXCAVATION- COMMON SPEC 2106 COMMON EMBANKMENT SPEC 2106 EXCAVATION- COMMON COMMON EMBANKMENT NON STRUCTURAL GRADING SELECT GRADING (3) NON -PARTICIPATING SOUTH CUL-DE-SAC MILITARY CU YD 1+00 SAP 180-123-001 65TH ST 1+50 711 2+00 710 2+60 584 3+00 293 3+50 345 4+00 235 JAMAICA 1 100+70 - 130+50 (1) 2,176 TOTAL 2,878 0 EARTHWORK SUMMARY B15 ROADWAY STATION TO STATION NOTES EXCAVATION- COMMON SPEC 2106 COMMON EMBANKMENT SPEC 2106 NON STRUCTURAL GRADING SELECT GRADING (3) NON STRUCTURAL GRADING SELECT GRADING (3) CU YD CU YD CU YD CU YD SAP 180-123-001 65TH ST 65TH ST 100+70 - 130+50 (1) 11,502 1,755 SUBTOTAL SAP 180-123-001 11,502 1,755 SAP 180-110-013 JAMAICAAVE JAMAICA 1 100+70 - 130+50 (1) 2,176 SUBTOTAL SAP 180-110-013 2,176 SAP 180-121-001 RAVINE PKWY MILITARY REMOVAL 21,935 KINGSTON FIELD -25,000 SWWD NORTH POND 80,909 RAVINE -BASIN (2) 36,574 22,485 RAVINE -EB 171+11 203+00 (1) 96,047 81,012 61,557 RAVINE -WB 391+25 410+50 (1) 20,626 30,132 19,352 SUBTOTAL SAP 180-121-001 150,182 80,909 133,629 80,909 SAP 180-020-013 KEATSAVE SWWD NORTH POND I 1 7,357 KEATS 1 501+50 516+18 1 (1) 1,840 7,357 SUBTOTAL SAP 180-020-013 1,840 7,357 7,357 NON -PARTICIPATING SWWD SWWD NORTH POND (5) 1,600 1,600 SWWD PROPERTY (2) SUBTOTAL NON -PARTICIPATING SWWD 1,600 1,600 NON -PARTICIPATING COTTAGE GROVE SWWD NORTH POND 1,831 SWWD SOUTH POND (2) 48,810 130 MILITARY TRAIL (1) 137 8,869 NORTH CUL-DE-SAC (1) 52 1,831 SOUTH CUL-DE-SAC (1) 2,878 PARK (2) 10,251 46,240 SUBTOTAL NON -PARTICIPATING COTTAGE GROVE 62,128 1,831 55,239 1,831 TOTAL 227,828 91,697 190,623 91,697 OVERALL TOTAL 319,525 282,320 NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "E� DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec EARTHWORK TABULATION AND SUMMARY RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 23 CHECKED JDPOF ericy Meet zags Highway 36w SAP 180-121-001, SAP 180-123-001 APPROVED DRS �h@fe pride and ��St. Paul, MN 55113 PROF. NO. 18038,8staat° . 0m SAP 180-110-013, SAP 180-020-013 547 o=bi mFE5 o,.< h< EXISTING SANITARY SEWER C STATION TO STATION OFFSET RANGE ALIGN ITEM ADJUST FRAMEAND RING CASTING MODIFY DRAINAGE STRUCTURE DELINEATOR/ MARKER SIGN LEAVE ASIS NOTES EACH EACH EACH SAP 180-123-001 65TH ST X 10+97 123+17 16' LT IDSEN MH 1 1000+03 - 1002+12 0' LT - 2' RT MILITARY 18" PVC 123+17 16' LT - 215' LT IDSEN 8" VCP MILITARY MH 1 X 1002+12 - 1008+42 123+17 215' LT IDSEN MH 1008+42 3' RT X MH 1 1 126+60 121' RT IDSEN MH MILITARY 18" PVC X X 1011+46 SAP 180-123-001 SUBTOTAL 1 MH 1 1 1011+46 - 1015+44 4' RT - 3' RT MILITARY SAP 180-121-001 RAVINE PKWY X 1015+44 3' RT 170+00 - 170+58 69' LT RAVINE - EB 2 18" PVC 1015+44 - 1019+45 3' RT - 5' RT X 18" PVC 170+58 68' LT RAVINE -EB2 MH 1 MH 1 170+58 - 173+50 68' LT - 71' LT RAVINE - EB 2 18" PVC X X 4' RT 173+50 71' LT RAVINE -EB2 MH 1 4' RT - 2' RT MILITARY 18" PVC 173+50 - 173+52 13' LT - 71' LT RAVINE - EB 2 18" PVC MILITARY MH 1 X 173+50 - 173+52 71' LT - 113' LT RAVINE - EB 2 18" PVC X X 0' RT 173+50 - 175+23 71' LT - 80' LT RAVINE - EB 2 18" PVC 1026+40 - 1030+21 0' RT - V LT X 18" PVC 175+23 80' LT RAVINE -EB2 MH 1 MH 1 175+23 - 178+15 80' LT - 81' LT RAVINE - EB 2 18" PVC X X 2' LT 178+15 81' LT RAVINE -EB2 MH 1 2' LT - 0' LT MILITARY 18" PVC 178+15 - 178+15 29' LT - 81' LT RAVINE - EB 2 18" PVC MILITARY MH 1 X 178+15 81' LT - 129' LT RAVINE - EB 2 18" PVC X X 178+15 - 181+19 81' LT - 79' LT RAVINE - EB 2 18" PVC SAP 180-020-013 KEATS AVE ALT. 1 X 181+19 79' LT RAVINE -EB2 MH 1 X 181+19 - 182+88 79' LT - 68' LT RAVINE - EB 2 18"PVC X X 506+15 - 512+73 182+88 68' LT RAVINE - EB 2 MH 1 512+73 103' RT 182+87 - 182+88 21' LT - 68' LT RAVINE - EB 2 18" PVC 512+73 - 517+36 X KEATS 182+88 - 182+89 68' LT - 121' LT RAVINE - EB 2 18" PVC SAP 180-020-013 SUBTOTAL ALT. 1 X 182+88 - 185+09 68' LT - 64' LT RAVINE - EB 2 18" PVC X 185+09 64' LT RAVINE - EB 2 MH 1 185+08 - 185+53 64' LT - 168' RT RAVINE - EB 2 18" PVC X 185+09 - 187+08 64' LT - 42' LT RAVINE - EB 2 18" PVC X 187+08 42' LT RAVINE - EB 2 MH 1 187+08 - 188+27 42' LT - 40' LT RAVINE - EB 2 18" PVC X 188+27 40' LT RAVINE - EB 2 MH 1 188+27 - 188+24 40' LT - 258' RT RAVINE - EB 2 8" PVC X 188+24 258' RT RAVINE - EB 2 MH X 188+27 - 189+28 40' LT - 38' LT RAVINE - EB 2 18" PVC X 189+28 38' LT RAVINE - EB 2 MH 1 189+28 - 193+03 38' LT - 88' LT RAVINE - EB 2 18" PVC X 193+03 88' LT RAVINE - EB 2 MH 1 193+03 - 196+56 88' LT - 262 LT RAVINE - EB 2 18" PVC X 196+56 263' LT RAVINE - EB 2 MH 1 196+56 - 201+30 263' LT - 330' LT RAVINE - EB 2 18" PVC X SAP 180-121-001 SUBTOTAL 12 EXISTING SANITARY SEWER C STATION TO STATION OFFSET RANGE ALIGN ADJUST MODIFY FRAMEAND DELINEATOR/ ITEM RING DRAINAGE MARKER SIGN CASTING STRUCTURE EACH EACH EACH LEAVE ASIS NOTES NON -PARTICIPATING COTTAGE GROVE 10+97 90' LT - 90' RT IDEAL AVE 8" VCP X 10+97 9' LT IDEAL AVE MH 1 1000+03 - 1002+12 0' LT - 2' RT MILITARY 18" PVC X 1002+12 2' RT MILITARY MH 1 1002+12 - 1008+42 2' RT - 3' RT MILITARY 18" PVC X 1008+42 3' RT MILITARY MH 1 1 1008+42 - 1011+46 3' RT - 4' RT MILITARY 18" PVC X 1011+46 4' RT MILITARY MH 1 1 1011+46 - 1015+44 4' RT - 3' RT MILITARY 18" PVC X 1015+44 3' RT MILITARY MH 1 1 1 1015+44 - 1019+45 3' RT - 5' RT MILITARY 18" PVC X 1019+45 5' RT MILITARY MH 1 1019+45 - 1022+20 5' RT - 4' RT MILITARY 18" PVC X 1022+20 4' RT MILITARY MH 1 1022+20 - 1023+36 4' RT - 2' RT MILITARY 18" PVC X 1023+36 2' RT MILITARY MH 1 1023+36 - 1026+40 2' RT - 0' RT MILITARY 18" PVC X 1026+40 0' RT MILITARY MH 1 1026+40 - 1030+21 0' RT - V LT MILITARY 18" PVC X 1030+21 V LT MILITARY MH 1 1030+21 - 1034+23 1' LT - 2' LT MILITARY 18" PVC X 1034+23 2' LT MILITARY MH 1 1034+23 - 1038+20 2' LT - 0' LT MILITARY 18" PVC X 1038+20 0' LT MILITARY MH 1 1038+20 - 1041+00 0' LT - 20' LT MILITARY 1 18" PVC X NON -PARTICIPATING COTTAGE GROVE SUBTOTAL 9 4 3 TOTAL 10 16 3 SAP 180-020-013 KEATS AVE ALT. 1 500+00 - 506+15 124' RT - 106' RT KEATS 54" RCP X 506+15 106'RT KEATS MH X 506+15 - 512+73 106' RT - 103' RT KEATS 54" RCP X 512+73 103' RT KEATS MH X 512+73 - 517+36 103' RT KEATS 54" RCP X SAP 180-020-013 SUBTOTAL ALT. 1 NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS ZS CHECKED JDPOF Elity Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 'A' waw o EXISTING WATERMAIN D STATION TO STATION OFFSET RANGE ALIGN REMOVE ITEM HYDRANT EACH REMOVE WATER MAIN ADJUST VALVE BOX LEAVE IS NOTES LIN FT EACH SAP 180-123-001 65TH ST 100+61 - 100+64 163' RT - 126' LT 65TH - EB 12" DIP X 100+64 190' LT - 126' LT 65TH - EB 8" DIP X 100+64 126' LT 65TH - EB 12" GV 1 100+64 - 100+95 126' LT - 126' LT 65TH - EB 12" DIP X 100+95 - 101+89 126' LT - 201' LT 65TH - EB 12" DIP X 112+93 - 112+95 170' LT - 58' LT 65TH - EB 16" DIP X 112+93 58' LT 65TH - EB 16" GV 1 112+95 - 112+97 170' LT - 58' LT 65TH - EB 12" DIP X 112+95 58' LT 65TH - EB 12" GV 1 123+06 32' LT - 125' LT 65TH - EB 8" DIP X 123+06 32' LT 65TH - EB 8" GV 1 123+06 27' LT - 32' LT 65TH - EB 8" DIP X 123+06 27' LT - 53' RT 65TH - EB 8" DIP X 123+06 53' RT 65TH - EB 8" GV 1 123+06 53' RT - 126' RT 65TH - EB 8" DIP X 123+06 - 126+50 27' LT - 32' LT 65TH - EB 6" DIP X 126+50 32' LT - 54' RT 65TH - EB 6" DIP X 126+50 54' RT 65TH - EB 6" GV 1 126+50 54' RT - 98' RT 65TH - EB 6" DIP X SAP 180-123-001 SUBTOTAL 6 SAP 180-121-001 RAVINE PKWY 188+15 9' LT RAVINE -EB -2 12" GV 1 188+15 9' LT - 61' RT RAVINE -EB -2 12" DIP X 118+04 - 118+15 61' RT RAVINE -EB -2 12" DIP X 118+04 61' RT RAVINE -EB -2 HYD X 118+15 61' RT - 88' RT RAVINE -EB -2 12" DIP X 118+15 - 118+33 88' RT RAVINE -EB -2 4" DIP X 118+15 88' RT - 228' RT RAVINE -EB -2 12" DIP X 118+15 228' RT RAVINE -EB -2 12" GV X SAP 180-121-001 SUBTOTAL 1 NON -PARTICIPATING COTTAGE GROVE 100+69 108' LT 65TH - EB HYD 1 7 10+32 - 10+65 11' LT IDEAL AVE 6" DIP X 10+58 23' LT IDEAL AVE HYD X 10+65 - 11+08 11' LT IDEAL AVE 6" DIP X 11+08 31' LT IDEAL AVE GV 1 11+08 31' LT - 130' LT IDEAL AVE 24" DIP X 11+08 31' LT - 130' RT IDEAL AVE 24" DIP X 1008+26 - 1008+33 68' LT - 159' LT EX MILITARY GV X NON -PARTICIPATING COTTAGE GROVE SUBTOTAL 1 7 1 TOTAL 1 7 8 SAP 180-020-013 KEATS AVE ALT. 1 500+05 - 510+59 14' LT KEATS FM X 510+59 14' LT - 44' LT KEATS FM X 510+59 - 517+35 14' LT - 13' LT KEATS FM X SAP 180-020-013 SUBTOTAL ALT. 1 NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 26 CHECKED JDPOF Elity Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 EXISTING DRAINAGE E STATION TO STATION OFFSET RANGE ALIGN REMOVE ITEM CASTING EACH REMOVE DRAINAGE STRUCTURE RECONSTRUCT DRAINAGE STRUCTURE SALVAGE PRECAST CONCRETE BOX CULVERT END SECTION REMOVE PIPE CULVERTS REMOVE SEWER PIPE (STORM) ( SALVAGE PC CONCRETE BOX CULVERT CASTING ASSEMBLY ADJUST FRAME AND RING CASTING LEAVE ASIS EACH EACH EACH LIN FT LIN FT LIN FT EACH EACH SAP 180-123-001 65TH ST 100+21 - 100+58 80' LT - 79' LT 65TH - EB CB 40 X 100+21 80' LT 65TH - EB MH X 100+19 - 100+21 24' LT - 80' LT 65TH - EB 36" RCP X 100+19 24' LT 65TH - EB MH X 100+19-100+25 24' LT - 86' RT 65TH - EB CB X 100+25 86' RT 65TH - EB CB X 100+25 - 100+59 86' RT - 88' RT 65TH - EB CB X 100+19 - 100+79 24' LT - 31' LT 65TH - EB 15" RCP X 100+79 31' LT 65TH - EB CB X 100+79 31' LT - 23' RT 65TH - EB 12" RCP X 100+79 23' RT 65TH - EB CB NON -PARTICIPATING SWWD X 100+79 - 101+78 31' LT - 29 LT 65TH - EB 51" RCP 1011+70 51' LT - 48' RT EX MILITARY 2 X 101+78 29' LT 65TH - EB CB NON -PARTICIPATING SWWD SUBTOTAL 2 63 X 101+78 - 101+80 29' LT - 23' RT 65TH - EB 12 RCP X 101+80 23' RT 65TH - EB CB X 101+78 - 104+34 29 LT - 22' LT 65TH - EB 51' RCP X 104+34 22' LT 65TH - EB CB X 104+34 22' LT - 22' RT 65TH - EB 21' RCP X 104+34 22' RT 65TH - EB CB X 106+36 243' LT 65TH - EB MH X 106+36 - 106+87 243' LT - 88' LT 65TH - EB 15" RCP X 106+87 88' LT 65TH - EB MH X 106+87 - 108+34 88' LT 65TH - EB 15" RCP X 108+11 88' LT 65TH - EB MH 1 X 104+34 - 108+34 22' LT - 13' LT 65TH - EB 15" RCP X 108+34 13' LT 65TH - EB CB 1 1 66 1 108+34 13' LT - 16' RT 65TH - EB 12" RCP 58 X 108+34 16' RT 65TH - EB CB X 108+34 - 112+35 16" LT 65TH - EB 15" RCP X 112+35 16' LT 65TH - EB CB 1 X 112+35 - 112+89 16' LT - 49 LT 65TH - EB 15" RCP 63 X 112+89 49 LT 65TH - EB CB 1 X 112+82 - 112+89 49 LT - 93' LT 65TH - EB 15" RCP 12 X 112+89 - 113+36 49 LT - 48' LT 65TH - EB 15" RCP 47 X 120+19 - 120+51 18' RT 65TH - EB 15" RCP 32 X 121+08 - 121+49 18' RT - 23' RT 65TH - EB 15" RCP 124 41 1 TOTAL 1 6 1 121+56 19 LT - 34' RT 65TH - EB 63 1 1 53 121+56 34 RT 65TH - EB MH 1 505+00 - 505+39 38' LT - 40' LT KEATS 121+56 34' RT - 53' RT 65TH - EB X 507+35 - 507+90 39' LT KEATS 19 50 121+56 53' RT 65TH - EB MH 1 508+03 - 508+72 40' RT - 52' RT KEATS 122+69 - 123+02 79 LT - 48' LT 65TH - EB 21" RCP X 515+04 - 515+44 37' RT 45 123+02 48' LT 65TH - EB CB 1 SAP 180-020-013 SUBTOTAL ALT. 1 50 123+02 - 123+32 48' LT 65TH - EB 21" RCP 30 123+32 48' LT 65TH - EB CB 1 123+32 - 124+85 48' LT - 87' LT 65TH - EB 12" RCP 158 142+85 87LT 65TH - EB CB X 122+90 - 123+46 21' RT 65TH - EB 15" RCP 56 126+31 - 126+87 21' RT 65TH - EB 15" RCP 56 SAP 180-123-001 SUBTOTAL 1 6 1 418 234 1 EXISTING DRAINAGE E STATION TO STATION OFFSET RANGE ALIGN REMOVE ITEM CASTING EACH REMOVE DRAINAGE STRUCTURE RECONSTRUCT DRAINAGE STRUCTURE SALVAGE PRECAST CONCRETE BOX CULVERT END SECTION REMOVE PIPE CULVERTS REMOVE SEWER PIPE (STORM) ( SALVAGE PC CONCRETE BOX CULVERT CASTING ASSEMBLY ADJUST FRAME AND RING CASTING LEAVE ASIS EACH EACH EACH LIN FT LIN FT LIN FT EACH EACH SAP 180-110-013 JAMAICAAVE 600+45 48' LT JAM -NB CB X 600+45 - 604+94 48' LT JAM -NB 21" RCP X 604+94 48' LT JAM -NB CB X 604+94 48' LT - 26' RT JAM -NB 15" RCP X 604+94 26' RT JAM -NB CB X 604+94 - 608+95 48' LT - 47' LT JAM -NB 18" RCP X 608+95 47' LT JAM -NB CB X 608+95 47' LT - 26' RT JAM -NB 12" RCP X 608+95 26' RT JAM -NB CB X 608+95 - 609+34 47' LT - 71' LT JAM -NB 12" RCP X SAP 180-110-013 SUBTOTAL NON -PARTICIPATING SWWD 1011+70 51' LT - 48' RT EX MILITARY 2 63 NON -PARTICIPATING SWWD SUBTOTAL 2 63 NON -PARTICIPATING COTTAGE GROVE 10+04 - 10+71 10' RT IDEAL AVE 15" RCP X 10+71 10' RT IDEAL AVE MH X 10+71 - 10+81 10' RT - 30' RT IDEAL AVE 15" RCP X 10+81 30' RT IDEAL AVE CB X 10+81 - 11+13 30' RT - 32 RT IDEAL AVE 15" RCP X 11+13 32'RT IDEAL AVE CB X 11+13 - 11+30 32' RT -15' RT IDEAL AVE 12" RCP X 11+3015'RT IDEAL AVE CB X 11+30-11 + 18 15' RT - 19' LT IDEAL AVE 12" RCP X 11+18 19LT IDEAL AVE CB 1 1004+41 - 1005+00 51' RT EX MILITARY X 1006+76 - 1007+42 49' RT EX MILITARY 66 1009+63 - 1010+21 46' LT EX MILITARY 58 1041+20 107' RT EX MILITARY FES X 1041+20 - 1041+46 107' RT - 141' RT EX MILITARY 18" RCP X 1041+46 141' RT EX MILITARY FES X 1042+56 264' RT EX MILITARY CB X 1042+56 - 1043+02 264' RT - 229' RT EX MILITARY 15" RCP X 1043+02 229' RT EX MILITARY CB X 1043+40 384' RT EX MILITARY FES X 1043+40-1043+12 384' RT - 525' RT EX MILITARY 18" RCP X NON -PARTICIPATING COTTAGE GROVE SUBTOTAL 124 1 TOTAL 1 6 1 2 542 234 63 1 1 SAP 180-020-013 KEATS AVE ALT. 1 505+00 - 505+39 38' LT - 40' LT KEATS X 507+35 - 507+90 39' LT KEATS 50 508+03 - 508+72 40' RT - 52' RT KEATS X 515+04 - 515+44 37' RT KEATS X SAP 180-020-013 SUBTOTAL ALT. 1 50 NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 27 CHECKED JDPOF Elity Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 BITUMINOUS PAVEMENT REMOVAL F STATION TO STATION OFFSET RANGE ASSUMED NOMINAL ALIGN DEPTH IN SAWING BITUMINOUS PAVEMENT (FULL DEPTH) REMOVE BITUMINOUS CURB REMOVE BITUMINOUS PAVEMENT REMOVE BITUMINOUS DRIVEWAY PAVEMENT MILL BITUMINOUS SURFACE (2.0') NOTES LIN FT LIN FT SQ YD SQ FT SQ YD 20' LT - 54' RT SAP 180-123-001 65TH ST 113 153 100+33 - 114+05 LT & RT 65TH - EB 100+32 - 100+43 70' LT - 90' LT 65TH - EB 18 LT & RT 21 829 219 121+25 - 128+45 91' LT - 56' RT 65TH - EB 237 2 20 SAP 180-123-001 SUBTOTAL 10 1329 153 100+33 - 114+05 LT & RT 65TH - EB 150 1 1 185+25 - 192+20 15 LT - 56 RT RAVINE - EB - 2 168 (1) 100+68.07 - 106+85 30' LT - 22' RT 65TH - EB 113 NON -PARTICIPATING COTTAGE GROVE 3071 SAP 180-121-001 RAVINE PKWY 106+85 - 112+58 17' LT - 25' RT 65TH - EB 3.5 11 166 223 2119 17' LT - 29' LT 112+58 - 114+05 100' LT - 57' RT 65TH - EB 4.0 635 NON -PARTICIPATING COTTAGE GROVE SUBTOTAL 1075 395 TOTAL 10 114+05 - 121+25 12' LT - 43' RT 65TH - EB 3.5 8 1871 460 121+25 - 128+45 14' LT - 59' RT 65TH - EB 3.5 95 3162 585 NON -PARTICIPATING COTTAGE GROVE SUBTOTAL 128+45 - 130+50 14' LT - 12' RT 65TH - EB 3.5 24 543 TOTAL 0.11 0.11 5 SAP 180-123-001 SUBTOTAL 1054 106 6692 1268 5190 SAP 180-110-013 JAMAICA AVE 222+55 - 228+50 69' LT - 77' RT RAVINE -EB -2 0.78 600+95 - 607+60 23' LT - 26' RT JAM -NB 4.0 1258 641 342 43' LT - 70' LT KEATS 607+60 - 611+92 4.0 40 18 6 0.78 SAP 180-110-013 SUBTOTAL 1298 659 348 SAP 180-121-001 RAVINE PKWY 185+30 - 192+25 15 LT - 56 RT RAVINE -EB -2 4.0 25 233 SAP 180-121-001 SUBTOTAL 25 233 NON -PARTICIPATING COTTAGE GROVE 10+66 - 12+72 28' LT - 27- RT IDEAL 3.5 87 768 1002+22 - 1007+77 24' LT - 18' RT EX MILITARY 6.0 39 2340 1007+77 - 1015+00 23' LT - 23' RT EX MILITARY 6.0 3249 1015+00 - 1024+93 20' LT - 28' RT EX MILITARY 6.0 3034 1024+93 - 1032+16 20' LT - 28' RT EX MILITARY 6.0 3051 1032+16 - 1039+07 20' LT - 28' RT EX MILITARY 6.0 2899 1039+07 - 1040+38 47' LT - 11' RT EX MILITARY 6.0 191 394 NON -PARTICIPATING COTTAGE GROVE SUBTOTAL 317 15735 TOTAL 2694 659 23008 1268 5190 SAP 180-020-013 KEATS AVE ALT. 1 501+49 - 506+50 24' LT - 23' RT KEATS 6.0 40 855 1229 506+50 - 513+70 24' LT - 60' RT KEATS 6.0 13 1361 694 1920 513+70 - 516+19 24' LT - 24' RT KEATS 6.0 40 262 374 [SAP 180-020-013 SUBTOTAL ALT.1 93 2478 694 3523 (1) 150 LIN FT OF REMOVE CURB AND GUTTER INCLUDED FOR SPOT REPAIR OF CURB AND GUTTER AT LOCATIONS DIRECTED BY THE ENGINEER. CONCRETE REMOVALS G STATION TO STATION OFFSET RANGE SAWING CONCRETE ALIGN PAVEMENT (FULL DEPTH) LIN FT REMOVE CURBAND GUTTER REMOVE CONCRETE SIDEWALK REMOVE CONCRETE NOTES DRIVEWAY PAVEMENT LIN FT SQ FT SQ FT SAP 180-123-001 65TH ST TREE TREE LIN FT 100+33 - 106+85 20' LT - 54' RT 65TH - EB 10 113 153 100+33 - 114+05 LT & RT 65TH - EB 150 17' LT - 80' LT (1) 106+85 - 114+05 LT & RT 65TH - EB 829 219 121+25 - 128+45 91' LT - 56' RT 65TH - EB 237 2 2 SAP 180-123-001 SUBTOTAL 10 1329 153 219 12' RT - 31' RT SAP 180-121-001 RAVINE PKWY 1 1 185+25 - 192+20 15 LT - 56 RT RAVINE - EB - 2 168 SAP 180-123-001 SUBTOTAL 0.11 SAP 180-121-001 SUBTOTAL 168 5 NON -PARTICIPATING COTTAGE GROVE SAP 180-121-001 RAVINE PKWY 10+66 - 12+72 28' LT - 27' RT IDEAL 166 215+25 - 222+55 227' LT - 234' RT RAVINE -EB -2_ 1039+07 - 1040+38 17' LT - 29' LT EX MILITARY 105 395 NON -PARTICIPATING COTTAGE GROVE SUBTOTAL 271 395 TOTAL 10 1768 548 219 (1) 150 LIN FT OF REMOVE CURB AND GUTTER INCLUDED FOR SPOT REPAIR OF CURB AND GUTTER AT LOCATIONS DIRECTED BY THE ENGINEER. MISCELLANEOUS REMOVALS H STATION TO STATION OFFSET RANGE CLEARING ALIGN ACRE GRUBBING CLEARING GRUBBING REMOVE GUARDRAIL- PLATE BEAM REMOVE BARBED WIRE FENCE SALVAGE BARBED WIRE FENCE ACRE TREE TREE LIN FT LIN FT LIN FT SAP 180-123-001 65TH ST 106+85 - 114+05 17' LT - 80' LT 65TH - EB 0.11 0.11 2 2 114+05 - 121+25 12' LT - 43' RT 65TH - EB 2 2 128+45 - 130+50 12' RT - 31' RT 65TH - EB 1 1 SAP 180-123-001 SUBTOTAL 0.11 0.11 5 5 SAP 180-121-001 RAVINE PKWY 215+25 - 222+55 227' LT - 234' RT RAVINE -EB -2_ 106 SAP 180-121-001 SUBTOTAL 106 NON -PARTICIPATING COTTAGE GROVE 1007+77 - 1015+00 23' LT - 23' RT EX MILITARY 808 NON -PARTICIPATING COTTAGE GROVE SUBTOTAL 808 TOTAL 0.11 0.11 5 5 808 106 SAP 180-020-013 KEATS AVE ALT. 1 222+55 - 228+50 69' LT - 77' RT RAVINE -EB -2 0.78 506+50 - 513+70 43' LT - 70' LT KEATS SAP 180-020-013 SUBTOTAL ALT. 1 0.78 NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 28 CHECKED JDPOF Elity Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 'A' waw o (1) SEE COTTAGE GROVE STANDARD PLATE NO. STR-33. (2) SEE MNDOT STANDARD PLATE NO. 9350. MISCELLANEOUS CONSTRUCTION J MAILBOXES OFFSET RANGE I STATION TO STATION LOCATION 4"6" CONCRETE WALK SPECIAL ALIGN RELOCATE MAIL BOX SUPPORT EACH NOTES SAP 180-123-001 65TH ST CONCRETE CURB AND GUTTER DESIGN B618 BOLLARD BRICK PAVERS 110+33 LT EACH 65TH - EB 1 (1) 120+31 RT SQ FT 65TH - EB 1 (1) SAP 180-123-001 SUBTOTAL 2 TOTAL 2 100+00 - 106+85 SAP 180-020-013 KEATS AVE ALT. 1 701 4 504+97 LT KEATS 1 (2) 512+50 RT KEATS 1 (2) SAP 180-020-013 SUBTOTAL ALT. 1 25 2 TOTAL ALT. 1 2 150 (1) SEE COTTAGE GROVE STANDARD PLATE NO. STR-33. (2) SEE MNDOT STANDARD PLATE NO. 9350. MISCELLANEOUS CONSTRUCTION J STATION TO STATION OFFSET RANGE AGGREGATE BASE (CV) ALIGN CLASS CU YD GEOTEXTILE FABRIC TYPE 5 DRILL AND GROUT REINFORCE MENTBAR (EPDXY COATED) 4"6" CONCRETE WALK SPECIAL 6" CONCRETE WALK CONCRETE WALK SPECIAL 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS CURB TRUNCATED DOMES CONCRETE CURB AND GUTTER DESIGN B618 BOLLARD BRICK PAVERS INSTALL BARBED WIRE NOTES FENCE LIN FT SQ YD EACH SQ FT SQ FT SQ FT SQ YD LIN FT SQ FT LIN FT EACH SQ FT SAP 180-123-001 65TH ST 100+00 - 106+85 LT & RT 65TH - EB 88 701 4 4080 1176 32 140 100+00 - 114+05 LT & RT 65TH - EB 22 25 150 (1) 106+85 - 114+05 LT & RT 65TH - EB 222 774 233 4008 1690 12 70 1004 114+05 - 121+25 LT & RT 65TH - EB 249 10 39 1902 8 1550 3 121+25 - 128+45 LT & RT 65TH - EB 373 156 1097 8 92 2082 6 4487 128+45 - 131+00 LT & RT 65TH - EB SAP 180-123-001 SUBTOTAL 954 1641 68 2135 9185 2866 28 194 4926 9 4487 SAP180-110-013 JAMAICAAVE 600+75 - 607+60 JAM -NB 53 510 607+60 - 613+00 JAM -NB 42 405 SAP 180-110-013 SUBTOTAL 95 915 SAP 180-121-001 RAVINE PKWY 170+50- 173+45 LT & RT RAVINE -EB -2 211 32 1364 957 37 1249 6 173+45- 176+50 LT & RT RAVINE -EB -2 197 1248 1248 176+50- 182+10 LT & RT RAVINE -EB -2 360 2810 2241 182+10- 185+30 LT & RT RAVINE -EB -2 199 17 1164 653 108 1047 6 1952 185+30-192+25 LT & RT RAVINE -EB -2 460 31 2757 1353 102 2632 6 1957 192+25- 199+25 LT & RT RAVINE -EB -2 202 1396 199+25 - 204+20 LT & RT RAVINE -EB -2 148 12 241 1002 204+20 - 210+75 LT & RT RAVINE -EB -2 190 30 1310 210+75 - 215+25 LT & RT RAVINE -EB -2 129 895 215+25 - 222+55 LT & RT RAVINE -EB -2 494 39 3276 1530 78 2813 6 1960 392+20 - 399+35 LT & RT RAVINE -WB -2 206 1426 399+35 - 406+30 LT & RT RAVINE -WB -2 203 12 265 30 1383 406+30 - 413+20 LT & RT RAVINE -WB -2 201 1389 BASIN 9 700 SAP 180-121-001 SUBTOTAL 3209 143 12619 4999 385 20031 24 6569 NON -PARTICIPATING COTTAGE GROVE 10+50 - 12+80 RT IDEAL AVE 24 166 10+00-13+46 MILITARY 1 104 15 13+46 - 21+15 MILITARY 21+15 - 25+60 MILITARY 1 104 NON -PARTICIPATING COTTAGE GROVE SUBTOTAL 26 208 15 166 TOTAL 4284 1641 211 14754 14392 2866 28 915 594 25123 33 11056 SAP 180-121-001 RAVINE PKWYALT.1 222+55-228+50 LT & RT RAVINE -EB -2 391 30 2753 646 82 2317 3 900 SAP 180-121 -001 SUBTOTAL ALT. 1 391 30 2753 646 82 2317 3 900 SAP180-020-013 KEATSAVEALT.1 506+50-513+70 KEATS 1 62 261 SAP 180-020-013 SUBTOTAL ALT.1 1 62 261 TOTAL ALT. 1 392 30 2753 646 62 82 2317 3 900 261 (1) 150 LIN FT OF CONCRETE CURB AND GUTTER DESIGN B618 INCLUDED FOR SPOT REPAIR OF CURB AND GUTTER AT LOCATIONS DIRECTED BYTHE ENGINEER. NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 29 CHECKED JDPOF Elity Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 'A' waw o PAVEMENT SUMMARY K STATION TO STATION LOCATION OFFSET RANGE SELECT GRANULAR ALIGN EMBANKMENT (CV) CU YD GEO- TEXTILE FABRIC TYPE 5 AGG. SURFACING (CV) CLASS 5 AGG. BASE (CV) CLASS 5 BIT. PATCH SPECIAL TYPE SP 9.5 WEARING COURSE MIXTURE TYPE SP 12.5 NON WEARING COURSE MIXTURE TYPE SP 12.5 WEARING COURSE MIXTURE 2,C 3,C 3,C SPECIAL 3,13 4,13 4,C SPWEA 240B SPWEA 340C SPWEA 340C SPNWB 330B SPNWB 430B SPWEB 440C SQ YD CU YD CU YD SQ YD TON TON TON TON TON TON SAP 180-123-001 65TH ST 100+32 - 100+43 TRAIL 90' LT - 51' RT 65TH - EB 7 7 100+68 - 106+85 ROAD 30' LT - 22' RT 65TH - EB 341 106+85 - 112+58 ROAD 17' LT - 25' RT 65TH - EB 197 106+85 - 114+05 ROAD 80' LT - 57' RT 65TH - EB 760 2175 476 23 199 199 199 108+57 - 114+05 TRAIL LT 57' LT - 69' LT 65TH - EB 73 11 11 109+08 - 112+58 LTL 0' LT - 12' LT 65TH - EB 39 112+58 - 112+62 LTL 0' LT - 12' LT 65TH - EB 2 5 2 1 1 1 113+20 - 114+05 RTL 29 LT - 69 LT 65TH - EB 35 120 27 12 12 12 113+40 - 114+05 TRAIL RT 35' RT - 35' RT 65TH - EB 70 11 10 114+05 - 121+25 ROAD 52' LT - 25' RT 65TH - EB 1583 4720 1033 438 438 438 114+05 - 116+22 RTL 29' LT - 37' LT 65TH - EB 39 131 29 13 13 13 119+42 - 121+25 LTL 0' LT - 13' LT 65TH - EB 46 156 35 15 15 15 114+05 - 121+25 TRAIL LT 57' LT - 69' LT 65TH - EB 768 112 107 114+05 - 121+25 TRAIL RT 26' RT - 39' RT 65TH - EB 768 113 107 120+30 - 120+47 DRWY 21' RT - 61' RT 65TH - EB 45 10 38 121+25 - 128+45 ROAD 91' LT - 58' RT 65TH - EB 1878 5625 12 1201 509 509 509 121+25 - 124+18 LTL 0' LT - 19 LT 65TH - EB 145 497 109 47 47 47 122+73 - 126+08 RTL 51' LT - 91' LT 65TH - EB 124 422 93 40 40 40 121+25 - 128+45 DRWY 30' RT - 61' RT 65TH - EB 36 8 30 121+25 - 121+85 TRAIL LT 62' LT - 70' LT 65TH - EB 178 26 25 121+25 - 128+45 TRAIL RT 31' RT - 43' RT 65TH - EB 446 66 62 128+45 - 130+50 ROAD 12' LT - 12' RT 65TH - EB 253 1084 19 190 81 81 81 SAP 180-123-001 SUBTOTAL 4865 17319 31 3559 91 329 1355 1932 1355 SAP180-110-013 JAMAICAAVE 600+95 - 607+60 ROAD 23' LT - 26' RT JAM- NB 377 252 240 120 607+60 - 611+92 ROAD JAM -NB 189 126 120 60 SAP 180-110-013 SUBTOTAL 566 378 360 180 SAP 180-121-001 RAVINE PKWY 170+31 - 173+45 ROAD 141' LT - 60' RT RAVINE - EB - 2 747 560 237 237 237 170+89 - 173+45 TRAIL LT 76' LT - 86' LT RAVINE - EB - 2 43 41 170+75 - 173+45 TRAIL RT 35' RT - 64' RT RAVINE - EB - 2 42 40 173+45 - 176+50 ROAD 49' LT - 17' RT RAVINE - EB - 2 579 310 131 131 131 173+45 - 176+50 TRAIL LT 69' LT - 61' LT RAVINE - EB- 2 54 51 173+45 - 176+50 TRAIL RT 35' RT - 43' RT RAVINE - EB- 2 44 42 176+50 - 182+10 ROAD 96' LT - 61' RT RAVINE - EB - 2 1038 555 235 235 235 179+98 - 182+10 LTL 13' LT - V LT RAVINE - EB- 2 73 55 24 24 24 180+41 - 182+10 RTL 17' RT - 61' RT RAVINE - EB- 2 43 32 14 14 14 176+50 - 182+10 TRAIL LT 64' LT - 74' LT RAVINE - EB - 2 87 83 176+50 - 182+50 TRAIL RT 35' RT - 43' RT RAVINE - EB - 2 88 84 182+10-185+30 ROAD 58'LT-19'RT RAVINE -EB -2 543 303 129 129 129 182+10 - 184+07 LTL 19' LT - V LT RAVINE - EB- 2 106 79 34 34 34 182+10 - 183+22 RTL 52' LT 58' LT RAVINE - EB -2 74 83 24 24 24 181+92 - 185+25 LTL 35' LT - 19' LT RAVINE - EB- 2 148 111 47 47 47 182+33 - 185+49 RTL 93' LT - 52' LT RAVINE - EB -2 67 51 22 22 22 182+10-185+30 TRAIL LT 84'LT-69LT RAVINE -EB -2 43 41 182+10-185+30 TRAIL RT 35'RT-43'RT RAVINE -EB -2 42 40 185+30 - 192+25 ROAD 91' LT - 56 RT RAVINE - EB -2 1553 903 382 382 382 185+30-187+89 TRAIL LT 78'LT-79 LT RAVINE -EB -2 19 18 185+30 - 187+93 TRAIL RT 35' RT - 43' RT RAVINE - EB - 2 23 22 184+86 - 189+33 LTL 19 LT - V LT RAVINE - EB- 2 169 127 54 54 54 187+89 - 191+17 RTL 91' LT - 48' LT RAVINE - EB - 2 117 115 38 38 38 188+73 - 192+25 TRAIL LT 80' LT - 70' LT RAVINE - EB- 2 74 70 186+67 - 192+25 TRAIL RT 32' RT - 65' RT RAVINE - EB - 2 74 71 SAP 180-121-001 SUBTOTAL THIS SHEET 5257 3917 603 1371 1371 1371 CONTINUES ON NEXT SHEET NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 30 CHECKED JDPOF Elity Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 oAa waw o PAVEMENT SUMMARY K STATION TO STATION LOCATION OFFSET RANGE ALIGN SELECT GRANULAR EMBANKMENT (CV) GEO- TEXTILE FABRIC TYPE 5 AGG. SURFACING (CV) CLASS 5 AGG. BASE (CV) CLASS 5 BIT PATCH SPECIAL TYPE SP 9.5 WEARING COURSE MIXTURE TYPE SP 12.5 NON WEARING COURSE MIXTURE TYPE SP 12.5 WEARING COURSE MIXTURE 2,C 3,C 3,C SPECIAL 3,13 41B 4,C SPWEA 240B SPWEA 340C SPWEA 340C SPNWB 330B SPNWB 430B SPWEB 440C CU YD SQ YD CU YD CU YD SQ YD TON TON TON TON TON TON CONTINUED FROM PREVIOUS SHEET 192+25-199+25 ROAD VLT-17'RT RAVINE -EB -2 648 347 147 147 147 192+25 - 199+25 TRAIL RT 31' RT - 65' RT RAVINE - EB - 2 110 105 199+25 - 204+20 ROAD V LT - 17' RT RAVINE - EB - 2 465 249 106 106 106 199+25 - 204+20 TRAIL RT 31' RT - 139' RT RAVINE - EB - 2 98 93 204+20 - 210+75 ROAD V LT - 17' RT RAVINE - EB- 2 608 325 138 138 138 204+20 - 205+41 TRAIL RT 29' RT - 37RT RAVINE - EB - 2 19 18 205+41-210+75 TRAIL RT 29'RT-37RT RAVINE -EB -2 85 81 210+75 - 215+25 ROAD V LT - 17' RT RAVINE - EB- 2 415 222 94 94 94 210+75-215+25 TRAIL RT 30'RT-38'RT RAVINE -EB -2 67 64 215+25 - 222+55 ROAD 95' LT - 62' RT RAVINE - EB - 2 1650 981 405 405 405 216+73 - 220+31 RTL 17' RT - 57RT RAVINE - EB - 2 132 126 42 42 42 218+86 - 222+40 LTL 35' LT - 16' LT RAVINE - EB- 2 147 110 47 47 47 215+25-219+59 TRAIL LT 144'LT-70'LT RAVINE -EB -2 117 111 215+25-219+46 TRAIL RT 31'RT-43'RT RAVINE -EB -2 64 61 220+18 - 222+55 TRAIL RT 35' RT - 43' RT RAVINE - EB - 2 37 36 392+20 - 399+35 ROAD 17' LT - V RT RAVINE - WB- 2 662 354 150 150 150 392+20 - 398+78 TRAIL LT 39 LT - 31' LT RAVINE - WB - 2 111 106 399+35 - 406+30 ROAD 17' LT - V RT RAVINE - WB - 2 642 343 146 146 146 399+35 - 400+62 TRAIL LT 39 LT - 31' LT RAVINE - WB - 2 21 20 400+62 - 406+30 TRAIL LT 39 LT - 31' LT RAVINE - WB- 2 86 82 406+30 - 413+20 ROAD 17' LT - V RT RAVINE - WB- 2 644 345 146 146 146 406+30 - 413+20 1 TRAIL LT 1 39' LT - 31' LT RAVINE - WB- 2 110 105 SAP 180-121-001 SUBTOTAL TH IS SH EET 6013 4327 882 1421 1421 1421 SAP 180-121-001 SUBTOTAL 11270 8244 1485 2792 2792 2792 NON -PARTICIPATING COTTAGE GROVE 10+66 - 12+77 ROAD 28' LT - 27- RT IDEAL AVE 268 112 86 86 0+54- 1+27 CUL DE SAC 52' LT - 50' RT CENTERLINE -N 340 18 255 108 108 108 10+00 - 13+47 TRAIL 0' LT - 8' RT MILITARY TRAIL 40 38 13+47 - 21+15 TRAIL 0' LT - 8' RT MILITARY TRAIL 97 92 21+15 - 28+40 TRAIL 0' LT - 8' RT MILITARY TRAIL 113 108 28+40 - 35+65 TRAIL 0' LT - 8' RT MILITARY TRAIL 113 108 35+65 - 42+66 TRAIL 0' LT - 8' RT MILITARY TRAIL 110 105 42+66 - 48+61 TRAIL 0' LT - 8' RT MILITARY TRAIL 92 88 42+66 - 48+61 1 ROAD 1 34' LT - 64' LT I MILITARY TRAIL 101 NON -PARTICIPATING COTTAGE GROVE SUBTOTAL 608 18 932 101 539 194 194 108 TOTAL 17309 17319 49 13113 192 2353 4701 4918 4435 SAP 180-121-001 RAVINE PKWYALT.1 222+55 - 228+54 ROAD 112' LT - 71' RT RAVINE -EB -2 961 721 305 305 305 222+55 - 227+96 TRAIL LT RAVINE - EB - 2 86 82 222+55 - 227+96 TRAIL RT 35' RT - 43' RT RAVINE - EB - 2 87 83 SAP 180-121-001 ALT. 1 SUBTOTAL 961 894 470 610 610 305 SAP 180-020-013 KEATS AVE ALTERNATIVE 1 501+89-506+50 ROAD 12'LT-12'RT KEATS 135 501+89 - 506+50 ROAD 27' LT - 27' RT KEATS 862 30 324 137 274 501+89 - 506+50 DRWY 61' LT - 29 LT KEATS 9 506+50 - 513+70 ROAD 12' LT - 12' RT KEATS 214 506+50 - 513+70 ROAD 37' LT - 27' RT KEATS 1746 47 655 278 555 506+50 - 513+70 DRWY 33' LT - 51' RT KEATS 18 12 70 513+70 - 515+10 ROAD 12' LT - 12' RT KEATS 44 513+70 - 515+10 ROAD 1 23' LT - 23' RT KEATS 1 216 1 15 1 81 1 35 1 69 SAP 180-020-013 ALT. 1 SUBTOTAL 2824 119 1072 70 450 1291 TOTAL ALT. 1 3785 119 1966 70 470 610 610 305 450 1291 NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 31 CHECKED JDPOF Elity Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 omFE5 ,=Q Q3Q Q oo�= aJa� SANITARY SEWER L STATION TO STATION OFFSET RANGE ALIGN CONNECT TO EXISTING STRUCTURE NUMBER SANITARY SEWER EACH CONNECT TO EXISTING MANHOLES (SAN) CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL MANHOLE OVERDEPTH IMPROVED PIPE FOUNDATION 8" PVC SANITARY SERVICE PIPE (10'-20' DEEP) 12" PVC SANITARY SERVICE PIPE (10'-20' DEEP) 8" PVC WATERMAIN (SEWER 30'-40' DEEP) SANITARY SEWER INSPECTION 8" PIPE PLUG 4" PVC PIPE SEWER 8"X4" PVC WYE 4" INSULATION NOTES EACH EACH LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT EACH LIN FT EACH SQ YD NON -PARTICIPATING COTTAGE GROVE 123+17 161T 65TH - EB EX. MH 882 1 119+97 -123+17 161T - 16LT 65TH - EB PIPE 320 320 320 119+97 161T 65TH - EB MH -1 1 4.2 120+08 161T 65TH - EB SERVICE 50 1 120+95 161T 65TH - EB SERVICE 50 1 383+11 261T RAVINE -WB -2 EX. MH 15 1 383+11 -383+12 261T - 52'LT RAVINE -WB -2 PIPE 20 20 20 383+12 521T RAVINE -WB -2 PIPE PLUG 1 388+28 61T RAVINE -WB -2 EX. MH 5001 1 388+25 - 388+28 61T - 130'LT RAVINE -WB -2 PIPE 125 125 125 388+25 1301T RAVINE -WB -2 PIPE PLUG 1 400+84 721T RAVINE -WB -2 EX. MH 9 1 399+24 - 400+84 721T - 191'LT RAVINE -WB -2 PIPE 180 180 180 399+24 1911T RAVINE -WB -2 MH -2 1 12.2 81+55 VRT JOLIEf PIPE PLUG 1 81+55 - 83+84 0'RT - TRT JOLIEf PIPE 228 228 228 83+84 0'RT JOLIEf PIPE PLUG 1 1010+63 - 1010+87 3'RT - 3'RT EX. MILITARY I EX. PIPE 22 NON -PARTICIPATING COTTAGE GROVE TOTAL 1 4 1 16 873 548 180 145 873 4 100 2 22 NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 32 CHECKED JDPOF Elity Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 WATERMAIN M TO STATION OFFSET RANGE VALVE 0 CON. TO WET TAP a z BUTTERFLY EX. ¢ ~ Ir zPIPE WATER o ALIGN MAIN = o 4"F6 -F12- = 12" 16" AND BOX SERVICES PIPE z FITTINGS 0 z CORP. CURB STOP WATER WATERMAIN DUCTILE 24 ¢ 11.25° 90° GATE SERVICE STEEL o PIPE PLUG SLEEVE REDUCER 45° BEND TEE FITTING CROSS MEGALUG STOP AND BOX IRON CL52 z ¢ BEND BEND CASING 0 z STATION PIPE a 0 - g LL z m ro m ro v m m m 4" 6" 8" 1" 2" 1" 2" 1" 2" 4" 6" 8" 12" 16" (JACKED) _ a q g" 12" 16" 8" 12" 16" X X X X X g q" 6" 8" 12" 16" 4" X X X X 12"X12" 4" 6" 8" 12" 16" a EACH EACH EACH EACH EACH EACH EACH EACH LIN FT LIN FT LIN FT LIN FT SQ YD EACH EACH EACH EACH EACH EACH EACH EACH EACH NON -PARTICIPATING COTTAGE GROVE 100+68 - 106+85 104 LT - 157 LT 65TH - EB 4 1 2 2 1 29 10 29 1 1 1 1 2 106+85 - 114+05 4 RT - 12 RT 65TH - EB 112 112 2 2 4 114+05 -121+25 11 RT - 12 RT 65TH - EB 1 1 1 2 2 100 194 720 914 2 4 121+25 - 128+45 11 RT - 51 RT 65TH - EB 2 1 1 1 1 2 202 10 172 384 1 1 1 1 1 1 2 6 5 JAMAICA - 173+45 1 RT - 10 RT RAVINE - EB 1 1 2 1 1 1 15 18 96 401 515 1 1 1 1 1 4 4 173+45 - 176+50 1 RT - 24 RT RAVINE - EB 1 1 1 15 324 339 1 1 3 176+50- 182+10 4 LT - 11 RT RAVINE - EB 1 1 1 15 559 574 1 1 3 182+10- 185+30 7 LT - 9 RT RAVINE - EB 1 1 2 1 23 294 317 1 1 3 185+30- 192+25 1 LT - 53 LT RAVINE - EB 2 685 685 5 1 5 215+25 - 222+65 45 LT - 48 LT RAVINE - EB 1 1 2 1 18 729 747 1 1 1 7 192+25 - 399+35 12 LT - 16 LT RAVINE -WB 2 2 2 2 1 235 32 711 978 4 1 2 1 1 2 8 2 7 399+35 - 406+30 9 LT - 24 LT RAVINE -WB 1 1 1 1 15 719 734 46 1 1 1 1 2 3 5 406+30 - 215+35 7 LT - 13 LT RAVINE -WB 2 2 2 30 692 722 2 2 5 18+10 - 20+10 5 RT - 10 RT EX. MILITARY 1 1 1 1 15 23 200 223 1 1 1 3 10+00 - 15+00 9 LT - 13 LT IDEAL 2 1 2 1 1 1 1 1 15 15 40 277 317 1 1 2 1 1 2 3 1 61+50 - 63+70 7 LT - 9 LT KINGSTON 2 2 1 1 16 32 102 150 1 1 1 1 2 2 7 71+20 - 73+40 10 LT - 12 LT JEFFREY 1 1 1 2 1 8 110 118 4 1 1 2 1 6 82+40 - 84+60 2 RT - 5 RT JOLIEf 1 2 1 2 1 1 2 1 1 16 1 50 107 1 173 4 1 1 1 1 2 5 3 NON -PARTICIPATING COTTAGE GROVE TOTAL 9 1 1 1 20 20 14 1 3 18 4 7 1 2 1 145 15 275 654 388 5720 1004 8031 63 2 2 1 f2 t 6 1 2 4 2 1 1 1 1 2 2 1 2 2 1 4 2 2 9 2 1 3 10 24 25 61 10 NON -PARTICIPATING COTTAGE GROVE ALT. 1 I I I I I I I I I I I 222+65 - KEATS 44 LT - 46 LT RAVINE -EB :E 3 3 3 3 2 30 38 919 80 877 2 1 2 1 3 12 NON -PARTICIPATING COTTAGE GROVE TOTAL ALT.1 3 3 3 3 2 30 38 919 80 877 2 1 2 1 3 12 NO DATE I APPR REVISION SURVEY AWN NEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED FDP � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 33 CHECKED JDPOF edty Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878��aRr�.�m SAP 180-110-013, SAP 180-020-013 547 DRAINAGE TABULATION N FLOWS FROM FLOWS TO ALIGNMENT STATION DRAINAGE STRUCTURE PAY HEIGHT CONSTRUCT DRAINAGE STRUCTURE DESIGN OFFSET TYPE 0 0 0 o - U U a W a m 0 N ro U)) U LIN FT w ED TOPOF CASTING Z ELEV. w ¢ J a INVERT OUT ELEV. INVERT IN ELEV. (1) PIPE PIPE APRON 18" CS PIPE CONNECT CULVERT CONNECT RC INTO TO EXISTING CONSTRUCT EXISTING STORM BULKHEAD DRAINAGE SEWER STRUCTURE 18" m TRASH GUARD CS DELINEA 4" PVC RANDOM TOR/ PIPE RIPRAP MARKER DRAIN NOTES CLASS III SIGN (2) m CASTING ASSEMBLY W O w I U W U RC PIPE SEWER DESIGN 3006 STORM SEWER INSPECTION CLASS V SUMP ED N ro > � 0 m > o m v ELEV. 15" 18" 21" 24" 30" 36" EACH LIN FT LIN FT LIN FT EACH EACH EACH EACH EACH I EAC I CU YD LIN FT SAP 180-123-001 65TH ST 4001 EX. 5038 65TH - EB 100+60 80.53 LT BH 3.8 1 YES STO-7 932.50 929.38 929.19 37 37 1 EX.5038 65TH - EB 100+23 80.38 LT EX 932.09 929.19 4011 EX. 5166 65TH - EB 108+34 22.95 LT CB 4.7 1 YES STO-7 963.78 959.45 959.40 7 7 1 EX. 5166 65TH - EB 108+34 15.84 LT EX 963.87 959.40 4104 4101 65TH - EB 112+35 26.38 RT CB 4.6 1 YES STO-7 982.09 977.84 977.32 42 42 4105 4101 65TH - EB 112+35 25.81 LT CB 5.2 1 YES STO-7 982.36 977.50 977.45 10 10 4103 4102 65TH - EB 113+65 17.73 RT CB 5.1 1 YES STO-7 986.15 981.40 979.96 74 74 4102 4101 65TH - EB 113+30 47.27 LT CBMH 5.3 1 YES STO-5 984.72 979.80 977.87 100 100 40 4101 OUT 65TH - EB 112+35 16.08 LT MH 5.5 1 YES STO-2 982.62 977.20 977.20 1 4108 4107 65TH - EB 112+82 93.58 LT FES STO-11 984.54 983.00 981.37 17 17 1 1 1 4107 4106 65TH - EB 112+91 78.03 LT CBMH 4.6 1 YES STO-5 985.57 981.32 980.18 31 31 4106 4102 65TH - EB 113+21 78.21 LT CBMH 6.1 1 YES STO-5 985.70 979.90 979.80 32 32 4109 4106 65TH - EB 113+36 76.13 LT BH 4.7 1 YES STO-9 984.25 980.18 979.90 15 15 4205 4204 65TH - EB 119+04 39.43 LT CB 5.1 1 YES STO-7 980.51 975.74 974.70 58 58 4204 4203 65TH - EB 119+04 18.07 RT CBMH 6.6 1 YES STO-5 980.98 974.70 972.38 117 117 4203 4202 65TH - EB 120+21 18.14 RT CBMH 6.8 1 YES STO-5 978.80 972.38 969.83 88 88 4202 4201 65TH - EB 121+07 22.92 RT CBMH 7.9 1 YES STO-5 977.38 969.83 969.41 49 49 4203 4207 65TH - EB 120+20 42.90 RT BH 4.5 1 YES STO-9 976.30 972.50 972.38 25 25 4202 4206 65TH - EB 121+08 54.41 RT BH 4.4 1 YES STO-9 973.75 969.99 969.83 31 31 4220 4219 65TH - EB 127+34 27.70 RT 4219 4215 65TH - EB 127+34 17.37 RT CB 5.1 1 YES STO-7 987.95 983.20 979.89 312 312 4215 4213 65TH - EB 124+23 16.91 RT CBMH 7.1 1 YES STO-5 979.89 973.15 974.55 59 59 4213 4208 65TH - EB 123+64 13.74 RT CBMH 10.3 1 YES STO-5 979.32 969.39 973.40 180 180 4208 4201 65TH - EB 121+85 25.91 RT CBMH 8.2 1 YES STO-5 977.01 969.16 969.39 28 28 40 4201 EX. SS -6 65TH - EB 121+57 26.08 RT CBMH 8.3 1 YES STO-5 977.01 969.02 969.16 27 27 1 EX. SS -6 65TH - EB 121+56 53.44 RT EX. 974.03 969.02 EX. OSC 500 4212 65TH - EB 121+57 106.84 LT EX. 974.20 969.55 969.68 21 21 1 4212 4211 65TH - EB 121+57 53.16 LT CBMH 8.0 1 YES STO-5 977.17 969.51 969.55 29 29 4211 4210 65TH - EB 121+85 53.11 LT CBMH 8.0 1 YES STO-5 977.14 969.48 969.51 20 20 40 4210 4209 65TH - EB 121+85 33.40 LT CBMH 8.4 1 YES STO-5 977.48 969.45 969.48 19 19 4209 4208 65TH - EB 121+85 13.93 LT CBMH 8.2 1 YES STO-5 977.26 969.39 969.45 40 40 4202B 4202A 65TH - EB 123+64 13.74 RT BH 6.8 1 YES STO-9 979.52 973.40 974.52 20 20 4212 4211 65TH - EB 124+23 61.16 LT CB 5.1 1 YES STO-7 979.69 974.94 974.74 40 40 4211 4210 65TH - EB 124+23 21.26 LT CBMH 6.0 1 YES STO-5 980.43 974.74 974.64 19 19 4210 4209 65TH - EB 124+23 2.43 LT CBMH 5.9 1 YES STO-5 980.17 974.64 974.55 19 19 X. CBMH-52 4302 65TH - EB 124+84 87.15 LT EX. 982.71 973.90 976.15 153 153 4302 4301A 65TH - EB 123+31 86.85 LT CBMH 5.9 1 YES STO-5 979.02 973.47 973.90 29 29 40 4301A 4301 65TH - EB 123+03 87.25 LT CBMH 6.9 1 YES STO-5 979.29 972.74 973.33 34 34 4301 X. FES -52 65TH - EB 122+70 79.75 LT CBMH 7.9 1 YES STO-3 978.12 973.33 972.74 969.74 4302A 4302 65TH - EB 123+43 67.46 LT CB 4.2 1 YES STO-7 977.79 973.90 974.34 23 23 40 SAP 180-123-001 SUBTOTAL 24.2 39.1 100.1 41.8 2 22 4 5 1649 156 1805 4 1 1 1 1 1 200 SPECIFIC NOTES: (1) INLET ELEVATION AT DOWN -STREAM STRUCTURE. (2) SEE STD. PLATE STO-14. (3) TIE ALL JOINTS (INCIDENTAL). GENERAL NOTES: 1. STA. AND OFFSET IS AT -CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. -END OF RC APRON NO DATE APPR REVISION SURVEY PBW 1 Cotta e � Grove Stantec erity neer zags Highway 36w "here pride andpro,P St. Paul, MN 55113 -tact-c- TABULATIONS CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 DRAWN SMU/MAF 34 DESIGNED F°` CHECKED JDPOF APPROVED DRS 547 PROF. NO. 18038,8 DRAINAGE TABULATION N FLOWS FROM FLOWS TO ALIGNMENT STATION OFFSET TYPE DRAINAGE STRUCTURE w ED TOPOF 2 D CASTING Z w ELEV. ¢ J a I INVERT OUT ELEV. INVERT IN ELEV. (1) I PIPE PIPE APRON 18" CS PIPE CONNECT CULVERT CONNECT RC INTO TO EXISTING CONSTRUCT EXISTING STORM BULKHEAD DRAINAGE SEWER STRUCTURE 18" m TRASH GUARD CS DELINEA 4" PVC RANDOM TOR/ PIPE RIPRAP MARKER DRAIN NOTES CLASS III SIGN (2) m PAY HEIGHT CASTING ASSEMBLY �w W O w Ir U w U I RC PIPE SEWER DESIGN 3006 STORM SEWER INSPECTION CONSTRUCT DRAINAGE STRUCTURE DESIGN CLASS V SUMP U W U)) - U W U 0 0 0 0 o ro ED N m 7 Ir > -'E 0 m � m o m � v ELEV. 15" 18" 21" 24" 30" 36" LIN FT EA LIN FT LIN FT LIN FT EACH EACH EACH EACH EACH EACH CU YD LIN FT SAP 180-121-001 RAVINE PKWY 4415 4414 RAVINE - EB 170+60 18.15 RT PLUG 922.81 919.20 918.68 160 160 1 4414 4413 RAVINE - EB 171+21 18.13 RT CBMH 8.2 5.3 1 YES STO-5 931.89 918.68 917.99 172 172 4413 4412A RAVINE - EB 172+96 17.68 RT CBMH 12.6 5.3 1 YES STO-5 935.57 917.99 917.51 120 120 4412A 4411A RAVINE - EB 174+20 18.22 RT CBMH 16.3 5.3 1 YES STO-5 938.76 917.51 917.04 118 118 4411A 4411 RAVINE - EB 175+43 17.93 RT CBMH 19.5 5.3 1 YES STO-5 941.56 917.04 916.50 120 120 4411 4410A RAVINE - EB 176+68 18.01 RT CBMH 20.8 5.3 1 YES STO-5 942.29 916.50 915.97 146 146 4410A 4409 RAVINE - EB 178+17 18.149 RT CBMH 20.5 5.3 1 YES STO-5 941.47 915.97 914.49 370 370 4409 4408 RAVINE - EB 181+83 26.24 RT CBMH 18.3 5.3 1 YES STO-5 937.75 914.49 914.27 55 55 4408 4407 RAVINE - EB 182+36 26.33 RT CBMH 17.9 5.3 1 YES STO-5 937.13 914.27 913.48 198 198 4407 4406 RAVINE - EB 184+27 17.96 RT CBMH 16.8 5.3 1 YES STO-5 935.32 913.48 912.94 135 135 4406 4405 RAVINE - EB 185+58 18.14 RT CBMH 15.1 5.3 1 YES STO-5 933.00 912.94 912.25 172 172 4405 4404 RAVINE - EB 187+26 25.78 RT CBMH 10.4 5.3 1 YES STO-5 927.65 912.25 909.88 253 253 4404 4403A RAVINE - EB 189+79 18.04 RT CBMH 12.2 1 YES STO-5 915.88 904.00 901.00 159 159 4403A 4403B RAVINE - EB 192+37 1.98 RT CBMH 7.7 1 YES STO-5 908.39 901.00 900.20 94 94 4403B 4432 RAVINE - EB 192+36.43 18.107 RT CBMH 5.9 1 YES STO-5 905.77 900.20 898.86 119 119 4432 4402 RAVINE - EB 192+36.43 18.107 RT CBMH 6.3 1 YES STO-5 904.86 898.86 898.60 65 65 40 4402 4431 RAVINE - EB 194+14 1.96 LT CBMH 6.1 1 YES STO-5 905.98 900.20 899.50 81 81 1 1 1 25 4419 4418B RAVINE - WB 370+53 92.25 LT FES STO-11 928.25 924.00 923.90 28 28 1 1 1 4418B 4418A RAVINE - WB 370+53 63.94 LT MH 8.8 YES STO-2 932.04 923.90 923.78 32 32 4418A 4418 RAVINE - WB 370+68 35.72 LT CBMH 7.4 1 YES STO-5 930.88 923.78 923.69 26 26 40 4418 4417 RAVINE - WB 370+92 26.52 LT CBMH 8.1 1 YES STO-5 931.46 923.69 923.52 49 49 4417 4416 RAVINE - WB 371+20 13.59 RT CBMH 8.9 1 YES STO-5 932.05 923.52 923.49 7 7 4416 4414 RAVINE - WB 371+20 00+22 CBMH 9.2 1 YES STO-5 932.36 923.49 923.40 20 20 4412D 4412C RAVINE - EB 178+19 52.76 LT CB 5.5 1 YES STO-7 939.16 934.00 933.90 20 20 4412C 4412B RAVINE - EB 178+19 32.88 LT CBMH 5.9 1 YES STO-5 939.47 933.90 933.82 23 23 4412B 4412A RAVINE - EB 178+17 1.98 LT CBMH 5.7 1 YES STO-5 939.16 933.82 933.75 20 20 4422A 4422 RAVINE -EB 182+68 87.72 LT PLUG 1 YES STO-5 933.60 933.10 52 52 4422 4421 RAVINE -EB 182+22 53.09 LT CBMH 4.6 1 YES STO-5 937.27 933.00 932.80 38 38 4421 4420 RAVINE -EB 181+86 33.27 LT CBMH 5.4 1 YES STO-5 937.86 932.80 932.70 19 19 4420 4409 RAVINE -EB 181+86 14.10 LT CBMH 5.5 1 YES STO-5 937.86 932.70 932.50 40 40 4410D 4410C RAVINE - EB 184+25 61.03 LT CB 5.0 1 YES STO-7 941.13 936.50 936.40 20 20 4410C 4410B RAVINE - EB 184+25 21.68 LT CBMH 5.4 1 YES STO-5 941.47 936.40 936.29 31 31 4410B 4410A RAVINE - EB 184+26 1.70 LT CBMH 5.9 1 YES STO-5 941.81 936.29 936.15 20 20 4425 4424 RAVINE -EB 184+25 60.88 LT CB 6.5 1 YES STO-7 935.04 928.90 928.75 40 40 4424 4423 RAVINE -EB 184+25 21.25 LT CBMH 6.9 1 YES STO-5 935.29 928.75 928.68 19 19 4423 4407 RAVINE -EB 184+26 1.72 LT CBMH 7.5 1 YES STO-5 935.81 928.68 928.60 20 20 4427C 4427B RAVINE -EB 188+47 87.31 LT CB 4.6 1 YES STO-7 923.72 919.50 919.40 28 28 20 4427B 4427A RAVINE -EB 188+19 87.40 LT CBMH 4.8 1 YES STO-5 923.81 919.40 919.10 70 70 20 4427A 4427 RAVINE -EB 187+58 53.31 LT CBMH 8.1 1 YES STO-5 926.90 919.10 918.90 39 39 4427 4426 RAVINE -EB 187+25 33.17 LT CBMH 9.7 1 YES STO-5 928.24 918.90 918.82 19 19 4426 4405 RAVINE -EB 187+25 14.16 LT CBMH 9.4 1 YES STO-5 927.92 918.82 918.68 40 40 SAP180-121-001 SU B T OTA L T H IS SH EET 21.6 303.6 55.4 23.6 17.5 37 1 -77 622 98 2537 3257 1 1 1 2 1 1 1 25 120 CONTINUES ON NEXT SHEET SPECIFIC NOTES: (1) INLET ELEVATION AT DOWN -STREAM STRUCTURE. (2) SEE STD. PLATE STO-14. (3) TIE ALL JOINTS (INCIDENTAL). GENERAL NOTES: 1. STA. AND OFFSET IS AT -CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. -END OF RC APRON NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 35 CHECKED JDPOF Elity Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 DRAINAGE TABULATION N FLOWS FROM FLOWS TO ALIGNMENT STATION OFFSET TYPE DRAINAGE STRUCTURE TOPOF CASTING ELEV. INVERT OUT ELEV. INVERT IN ELEV. (1) SUMP ELEV. PIPE CONNECT INTO EXISTING DRAINAGE STRUCTURE CONNECT TO EXISTING STORM SEWER CONSTRUCT BULKHEAD PIPE APRON DELINEA TOR/ SIGN MARKER TRASH GUARD RANDOM RIPRAP CLASS III 4" PVC PIPE DRAIN (2) NOTES PAY HEIGHT CASTING ASSEMBLY �w W O w U w U w ED 2 D w Z ¢ J a RC PIPE SEWER DESIGN 3006 STORM SEWER INSPECTION 18" CS PIPE CULVERT CONSTRUCT DRAINAGE STRUCTURE DESIGN CLASS V RC CS U W U)) - U W U 0 a 0 ro 0 o ro m N m > 0 m m o m v 15" 18" 21" 24" 30" 36" 18" m m LIN FT EACH LIN FT LIN FT LIN FT EACH EACH EACH EACH EACH EACH CU YD LIN FT CONTINUED FROM PREVIOUS SHEET 4430 4430A RAVINE -EB 189+80 87.03 LT BH 9.2 1 YES STO-7 917.51 909.00 908.85 25 25 4430A 4429 RAVINE -EB 189+79 61.41 LT CBMH 7.4 1 YES STO-5 915.90 908.85 908.70 40 40 4429 4429A RAVINE -EB 189+79 21.19 LT CBMH 7.8 1 YES STO-5 916.16 908.70 908.64 19 19 4429A 4404 RAVINE -EB 189+79 1.86 LT CBMH 7.9 1 YES STO-5 916.22 908.64 908.55 20 20 4435 4434 RAVINE -EB 198+16 18.18 RT CB 5.9 1 YES STO-7 908.67 903.16 900.76 203 203 4434 4402 RAVINE -EB 196+13 17.73 RT CBMH 6.3 1 YES STO-5 906.73 900.76 899.07 189 189 4507 4506 RAVINE - WB 392+82 68.84 LT FES 1 STO-7 897.60 894.10 893.80 48 48 1 1 1 4506 4502 RAVINE - WB 392+87 18.61 LT CBMH 11.4 1 YES STO-5 904.91 893.90 893.80 73 73 4502 4501 RAVINE - WB 394+18 2.10 RT CBMH 14.2 1 YES STO-5 904.46 893.58 893.00 890.58 91 91 1 1 1 25 40 4603 4601 RAVINE - WB 396+94 17.57 LT CB 11.2 1 YES STO-7 907.53 899.68 899.60 896.68 72 72 1 1 1 16 4707 4704 RAVINE - WB 403+47 1.94 RT CB 4.9 1 YES STO-7 908.96 904.37 901.71 241 241 4704 4902 RAVINE - WB 405+88 2.02 RT CBMH 5.2 1 YES STO-5 906.54 901.71 900.20 200 200 4902 4901 RAVINE - WB 407+65 2.30 RT CBMH 8.2 1 YES STO-7 905.08 900.20 899.93 897.2 54 54 1 1 1 16 40 4806 4805 RAVINE - EB 205+20 18.31 RT CB 4.8 1 YES STO-5 908.84 904.34 902.69 171 171 4805 4804 RAVINE - EB 206+87 18.12 RT CBMH 5.2 1 YES STO-5 907.52 902.69 900.49 287 287 4804 4801 RAVINE - EB 209+82 18.20 RT CBMH 9.4 1 YES STO-5 904.74 898.69 898.47 895.69 55 55 40 4817D 4817C RAVINE - EB 227+57 39.80 LT CB 4.6 1 YES STO-7 914.82 910.60 910.49 20 20 4817C 4817B RAVINE - EB 227+57 20.05 LT CBMH 5 1 YES STO-5 915.15 910.49 910.40 18 18 4817B 4817A RAVINE - EB 227+57 2.05 LT CBMH 5.6 1 YES STO-7 915.65 910.40 910.29 28 28 4817A 4816 RAVINE - EB 227+58 25.99 RT CBMH 5.2 1 YES STO-5 915.15 910.29 909.00 321 321 4816 4815 RAVINE - EB 224+37 17.55 RT CBMH 10 1 YES STO-5 918.65 909.00 907.63 253 253 4815 4814 RAVINE - EB 221+84 18.07 RT CBMH 8.9 1 YES STO-5 916.21 907.63 907.22 81 81 4814 4813 RAVINE - EB 221+03 17.95 RT CBMH 8.6 1 YES STO-5 915.45 907.22 906.40 200 200 4813 4812 RAVINE - EB 219+03 26.13 RT CBMH 7.2 1 YES STO-5 913.26 906.40 904.53 289 289 4812 4811 RAVINE - EB 216+14 18.02 RT CBMH 6.3 1 YES STO-5 910.53 904.53 902.61 190 190 4811 4810 RAVINE - EB 214+52 18.05 RT CBMH 6.3 1 YES STO-5 908.61 902.61 901.21 142 142 4810 4809 RAVINE - EB 212+75 17.84 RT CBMH 6.3 1 YES STO-5 907.21 901.21 899.32 143 143 4809 4808 RAVINE - EB 210+85 17.69 RT CBMH 6.7 1 YES STO-5 905.68 899.32 898.73 142 142 4808 4804 RAVINE - EB 209+82 17.91 RT CBMH 6.3 1 YES STO-5 904.73 898.73 898.69 8 8 40 4829 4810 RAVINE - EB 212+73 77.42 LT CB 4.6 1 YES STO-7 906.79 902.54 902.06 95 95 4826 4825 RAVINE -EB 216+12 53 LT CB 5.7 1 YES STO-7 910.38 905.00 904.90 20 20 4825 4824 RAVINE -EB 216+13 33.02 LT CBMH 6.2 1 YES STO-5 910.72 904.90 904.75 31 31 4824 4812 RAVINE -EB 216+14 1.87 LT CBMH 6.5 1 YES STO-6 910.87 904.75 904.65 20 20 SAP180-121-001 SUBTOTAL THIS SHEET 9.2 41.7 113.7 29.4 35.0 32 1 2304 225 1260 3789 2 2 4 2 2 57 160 CONTINUES ON NEXT SHEET SPECIFIC NOTES: (1) INLET ELEVATION AT DOWN -STREAM STRUCTURE. (2) SEE STD. PLATE STO-14. (3) TIE ALL JOINTS (INCIDENTAL). GENERAL NOTES: 1. STA. AND OFFSET IS AT -CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. -END OF RC APRON NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 36 CHECKED JDPOF Elity Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 oAa o_ wx ��o DRAINAGE TABULATION N FLOWS FROM FLOWS TO ALIGNMENT STATION OFFSET TYPE DRAINAGE STRUCTURE TOPOF CASTING ELEV. INVERT OUT ELEV. INVERT IN ELEV. (1) SUMP ELEV. PIPE CONNECT INTO EXISTING DRAINAGE STRUCTURE CONNECT TO EXISTING STORM SEWER CONSTRUCT BULKHEAD PIPE APRON DELINEA TOR/ SIGN MARKER TRASH GUARD RANDOM RIPRAP CLASS III 4" PVC PIPE DRAIN (2) NOTES PAY HEIGHT CASTING ASSEMBLY �w W O w U w U w ED 2 D w Z ¢ J a RC PIPE SEWER DESIGN 3006 STORM SEWER INSPECTION 18" CS PIPE CULVERT CONSTRUCT DRAINAGE STRUCTURE DESIGN CLASS V RC CS U W U)) - U W U 0 a 0 ro 0 o ro m N m > 0 m m o m v 15" 18" 21" 24" 30" 36" 18" 4909 RAVINE -EB m 51.72 RT FES m LIN FT EACH LIN FT LIN FT LIN FT EACH EACH EACH EACH EACH EACH CU YD LIN FT CONTINUED FROM PREVIOUS SHEET 4823B 4823A RAVINE - EB 219+79 91.55 LT CB 4.7 1 70 1 YES STO-7 913.85 909.45 909.38 24 24 4823A 4823 RAVINE - EB 220+03 91.66 LT CBMH 5.1 4912 4911 RAVINE -EB 228+18 1 YES STO-5 914.10 909.38 909.23 44 3123 915.83 44 914.00 4823 4822A RAVINE - EB 220+35 61.11 LT CBMH 5.6 4911 RAVINE -EB 1 66.30 RT FES YES STO-5 914.46 909.23 908.89 79 3123 915.83 79 40 4822A 4822 RAVINE - EB 221+02 61.19 LT CBMH 6.6 18 1 YES STO-5 915.13 908.89 908.70 41 41 40 4822 4821 RAVINE - EB 221+03 20.95 LT CBMH 7.0 4914 4913 RAVINE -EB 1 27.94 LT FES YES STO-5 915.33 908.70 908.60 19 3123 915.83 19 911.00 200 4821 4814 RAVINE - EB 221+03 2.03 LT CBMH 7.5 4913 RAVINE -EB 1 42.37 RT FES YES STO-5 915.75 908.60 908.52 20 3123 912.83 20 289 289 18 4918 4917 RAVINE -EB 200+24 85.16 RT FES 4916 4915 RAVINE -EB 228+33 345.21 RT FES STO-7 903.83 902.00 901.00 41 3123 923.33 41 920.50 1 1 1 (3) 4917 RAVINE -EB 200+61 81.63 RT FES 2 4915 RAVINE -EB 228+32 305.38 RT FES STO-7 902.83 901.00 3123 922.33 920.50 1 1 1 18 (3) 18 4903 4904 RAVINE -WB 400+34 84.50 LT FES SAP 180-020-013 SUBTOTAL STO-7 905.33 903.50 903.00 91 91 1 200 1 1 (3) 4904 RAVINE -WB 401+40 85.25 L FES 124 �=j TOTAL 33.4 107.1 549.2 126.6 58.6 17.5 2 95 7 STO-7 904.83 903.00 4734 530 156 24 469 4086 1 38 4 1 4 1 1 18 (3) 10 3 2781 560 4906 4905 RAVINE -EB 204+71 98.01 RT FES STO-7 901.83 896.00 895.50 110 110 1 1 1 (3) 4905 RAVINE -EB 203+78 123.68 RT FES STO-7 898.83 895.50 1 1 1 18 (3) 4908 4907 RAVINE -WB 413+49 88.77 LT FES STO-7 902.83 901.00 900.50 40 40 1 1 1 (3) 4907 RAVINE -WB 413+08 88.58 LT FES STO-7 902.33 900.50 1 1 1 18 (3) SAP 180-121-001 SUBTOTALTHISSHEET 4.7 31.8 4 2 159 282 24 44 509 8 8 8 72 80 SAP 180-121-001 SUBTOTAL 9.2 68.0 449.1 84.8 58.6 17.5 73 3 1 3085 380 24 269 3797 7555 1 3 8 3 14 3 8 3 154 360 SAP 180-020-013 KEATSAVE 4910 4909 RAVINE -WB 425+91 76.33 LT FES STO-7 915.86 914.00 908.00 150 150 1 1 4909 RAVINE -EB 228+17 51.72 RT FES STO-7 909.83 908.00 1 1 70 4912 4911 RAVINE -EB 228+18 93.64 RT FES 3123 915.83 915.00 914.00 4911 RAVINE -EB 228+17 66.30 RT FES 3123 915.83 914.00 18 4914 4913 RAVINE -EB 229+22 27.94 LT FES 3123 915.83 914.00 911.00 200 200 4913 RAVINE -EB 229+14 42.37 RT FES 3123 912.83 911.00 289 289 18 4916 4915 RAVINE -EB 228+33 345.21 RT FES 3123 923.33 921.50 920.50 38 2 4915 RAVINE -EB 228+32 305.38 RT FES 3123 922.33 920.50 18 SAP 180-020-013 SUBTOTAL 150 200 289 639 38 2 2 2 124 �=j TOTAL 33.4 107.1 549.2 126.6 58.6 17.5 2 95 7 6 4734 530 156 24 469 4086 9999 38 4 1 4 10 3 2 15 4 10 3 2781 560 SPECIFIC NOTES: (1) INLET ELEVATION AT DOWN -STREAM STRUCTURE. (2) SEE STD. PLATE STO-14. (3) TIE ALL JOINTS (INCIDENTAL). GENERAL NOTES: 1. STA. AND OFFSET IS AT -CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. -END OF RC APRON NO DATE I APPR REVISION SURVEY AWN NEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 37 CHECKED JDPOF edty Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 EROSION CONTROL O STATION TO STATION OFFSET RANGE STORM DRAIN INLET ALIGN PROTECTION EACH CULVERT END CONTROLS SILT FENCE, TYPE MS SEDIMENT CONTROL LOG TYPE COMPOST SEEDING DISK ANCHORING SEED MIXTURE 21-111 MULCH MATERIAL TYPE 3 HYDRAULIC MULCH MATRIX EACH LIN FT LIN FT ACRE ACRE POUND TON POUND SAP 180-123-001 65TH ST 100+00 - 106+85 LT 65TH - EB 5 180 652 0.04 4 89 100+00 - 106+85 RT 65TH - EB 4 1 657 0.15 15 0+10-1+27 LT 351 106+85 - 114+05 LT 65TH - EB 6 1 704 0.37 37 CENTERLINE -N 905 106+85 - 114+05 RT 65TH - EB 3 688 0.17 0+15-4+98 LT 17 409 114+05 - 121+25 LT 65TH - EB 1 15 720 352 0.34 MILITARYTRAIL 34 82 826 114+05 - 121+25 RT 65TH - EB 5 720 4+98-12+44 LT 0.20 1 20 485 121+25 - 128+45 LT 65TH - EB 9 412 700 MILITARYTRAIL 0.26 511 26 0.12 645 121+25 - 128+45 RT 65TH - EB 10 LT 673 0.18 18 427 128+45 - 131+00 LT 65TH - EB MILITARYTRAIL 220 0.06 6 132 128+45 - 131+00 RT 65TH - EB 233 0.11 11 252 SAP 180-123-001 SUBTOTAL 43 2 5967 2 188 4521 35+65 - 42+6 LT SAP 180-110-013 JAMAICAAVE 600+75 - 607+60 LT JAM -NB 1 42+66 - 48+61 LT 600+75 - 607+60 RT JAM -NB 1 432 0.05 5 42+66 - 48+61 RT 115 607+60 - 613+00 LT JAM -NB 1 NON -PARTICIPATING COTTAGE GROVE SUBTOTAL 4 2 1292 607+60 - 613+00 RT JAM -NB 1 53 1253 TOTAL 136 8 19048 614 25.0 SAP 180-110-013 SUBTOTAL 4 2498 432 1 1 0.1 1 1 5 1 1 115 SAP 180-121-001 RAVINE PKWY 222+55-228+50 LT RAVINE -EB -2 2 710 170+50-173+45 LT RAVINE -EB -2 3 1 352 24 0.15 RT 15 1 367 170+50-173+45 RT RAVINE -EB -2 3 22 281 16 0.16 1 16 397 173+45-176+50 LT RAVINE -EB -2 2 1780 365 8 0.14 14 328 173+45-176+50 RT RAVINE -EB -2 3 501+00-506+50 367 8 0.15 456 15 0.12 353 176+50-182+10 LT RAVINE -EB -2 3 501+00-506+50 562 16 0.16 477 16 0.12 382 176+50-182+10 RT RAVINE -EB -2 5 506+50-513+70 562 8 0.19 494 19 0.27 468 182+10-185+30 LT RAVINE -EB -2 5 506+50-513+70 262 16 0.13 709 13 0.39 318 182+10-185+30 RT RAVINE -EB -2 3 513+70-516+50 378 8 0.17 224 17 0.14 410 185+30-192+25 LT RAVINE -EB -2 6 513+70-516+50 711 136 0.08 1 140 8 1 0.07 180 185+30-192+25 RT RAVINE -EB -2 4 SAP 180-020-013 SUBTOTAL ALT.1 678 144 0.07 1.1 7 111 175 192+25-199+25 LT RAVINE -EB -2 4 3765 1.8 184 4488 192+25-199+25 RT RAVINE -EB -2 4 118 0.43 43 1063 199+25-204+20 RT RAVINE -EB -2 1 414 0.38 38 937 204+20-210+75 LT RAVINE -EB -2 4 204+20-210+75 RT RAVINE -EB -2 4 487 0.07 7 171 210+75-215+25 LT RAVINE -EB -2 1 210+75-215+25 RT RAVINE -EB -2 3 397 0.32 32 799 215+25 - 222+55 LT RAVINE -EB -2 7 1 730 0.39 39 969 215+25 - 222+55 RT RAVINE -EB -2 5 702 0.33 33 803 392+20 - 399+35 LT RAVINE -WB -2 4 1 721 80 0.28 28 686 392+20 - 399+35 RT RAVINE -WB -2 3 399+35 - 406+30 LT RAVINE -WB -2 3 52 0.06 6 143 399+35 - 406+30 RT RAVINE -WB -2 2 406+30 - 413+20 LT RAVINE -WB -2 2 728 0.30 30 732 406+30-413+20 RT RAVINE -WB -2 2 0.49 49 NORTH POND 1045 12.50 12.50 1250 25.00 SOUTH POND 1445 1 150 1 5.57 1 5.57 1 557 1 11.13 SAP 180-121-001 SUBTOTAL 85 4 11357 614 22.5 18.1 2252 36 9681 EROSION CONTROL O STATION TO STATION OFFSET RANGE STORM DRAIN INLET ALIGN PROTECTION EACH CULVERT END CONTROLS SILT FENCE, TYPE MS SEDIMENT CONTROL LOG TYPE COMPOST SEEDING DISK ANCHORING SEED MIXTURE 21-111 MULCH MATERIAL TYPE 3 HYDRAULIC MULCH MATRIX EACH LIN FT LIN FT ACRE ACRE POUND TON POUND NON -PARTICIPATING COTTAGE GROVE 10+50-12+80 LT IDEAL AVE 1 180 10+50-12+80 RT IDEAL AVE 3 0+10-1+27 LT CENTERLINE -N 108 0+10-1+27 RT CENTERLINE -N 0+15-4+98 LT MILITARYTRAIL 0.15 15 352 0+15-4+98 RT MILITARYTRAIL 1 82 0.09 9 211 4+98-12+44 LT MILITARYTRAIL 1 411 0.17 17 412 4+98-12+44 RT MILITARYTRAIL 511 0.12 12 278 LT MILITARYTRAIL RT MILITARYTRAIL 28+40 - 35+65 LT MILITARYTRAIL 28+40 - 35+65 RT MILITARYTRAIL 35+65 - 42+6 LT MILITARYTRAIL 35+65 - 42+6 RT MILITARYTRAIL 42+66 - 48+61 LT MILITARYTRAIL 42+66 - 48+61 RT MILITARYTRAIL NON -PARTICIPATING COTTAGE GROVE SUBTOTAL 4 2 1292 0.5 53 1253 TOTAL 136 8 19048 614 25.0 18.1 2498 36.13 15570 SAP 180-121-001 RAVINE PKWY ALT. 1 222+55-228+50 LT RAVINE -EB -2 2 710 0.51 51 1253 222+55-228+50 RT RAVINE -EB -2 3 1 555 0.22 22 527 SAP 180-121-001 SUBTOTAL ALT. 1 5 1 1265 0.7 73 1780 SAP 180-020-013 KEATS AVE ALT. 1 501+00-506+50 LT KEATS 1 456 0.12 12 292 501+00-506+50 RT KEATS 477 0.12 12 296 506+50-513+70 LT KEATS 2 494 0.27 27 668 506+50-513+70 RT KEATS 1 709 0.39 39 955 513+70-516+50 LT KEATS 224 0.14 14 327 513+70-516+50 RT KEATS 1 1 140 1 1 0.07 7 1 170 SAP 180-020-013 SUBTOTAL ALT.1 5 2500 1.1 111 2708 TOTAL 5 6 3765 1.8 184 4488 NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 38 CHECKED JDPOF edty Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 aAa w aw o TURF ESTABLISHMENT P STATION TO STATION LOCATION TOPSOIL SPECIAL ALIGN 4 INCHES CU YD FERTILIZER TYPE 1 EROSION CONTROL BLANKETS CATEGORY3 SEEDING DISK ANCHORING SEED MIXTURE HYDRAULIC MULCH MATRIX MULCH MATERIAL TYPES 25-131 25-141 25-151 33-261 34-261 35-641 POUND SQ YD ACRE ACRE POUND POUND TON SAP 180-123-001 65TH ST 100+20 - 101+52 MONUMENT 65TH - EB 65 31 0.12 25 312 100+68 - 106+85 LT BLVD 65TH - EB 3 0.01 3 34 100+68 - 106+85 RT OUTSIDE 65TH - EB 72 0.29 57 716 106+85-108+66 LT BLVD 65TH -EB 15 0.06 12 146 106+85 - 114+05 RT OUTSIDE 65TH - EB 77 0.31 62 773 106+85 - 114+05 RT BLVD 65TH - EB 9 4 0.02 3 40 108+66 - 112+90 LT BLVD 65TH - EB 55 0.22 44 548 112+90 - 114+05 LT BLVD 65TH - EB 17 8 0.03 6 79 112+90 - 114+05 LT OUTSIDE 65TH - EB 7 0.03 5 67 114+05 - 121+25 LT BLVD 65TH - EB 200 93 0.37 74 927 114+05 - 121+25 LT OUTSIDE 65TH - EB 13 0.05 10 130 114+05 - 121+25 RT OUTSIDE 65TH - EB 72 0.29 58 720 114+05 - 121+25 RT BLVD 65TH - EB 61 28 0.11 23 281 121+25 - 126+91 LT BLVD 65TH - EB 16 11 0.04 8 105 121+25 - 126+91 LT OUTSIDE 65TH - EB 64 0.26 0.20 12 11 136 0.4 121+25 - 128+45 RT OUTSIDE 65TH - EB 29 0.11 23 286 121+25 - 128+45 RT BLVD 65TH - EB 53 44 0.17 35 436 126+91 - 128+91 LT OUTSIDE 65TH - EB 23 0.09 0.09 6 0.2 128+45 - 130+50 RT OUTSIDE 65TH - EB 58 27 0.11 21 268 SAP 180-123-001 SUBTOTAL 479 676 2.7 0.3 18 480 6004 1 SAP 180-110-013 JAMAICAAVE 600+88 - 606+25 RT JAM - NB 28 0.11 0.11 7 0.2 600+88 - 606+25 LT JAM - NB 18 0.07 0.07 4 0.1 SAP 180-110-013 SUBTOTAL 46 0.2 0.2 11 1 SAP 180-121-001 RAVINE PKWY 170+31 - 173+45 RT OUTSIDE RAVINE - EB 106 0.42 0.42 25 0.8 170+31-173+45 RT BLVD RAVINE - EB 51 23 0.09 19 235 170+31-173+45 LT BLVD RAVINE - EB 60 28 0.11 22 277 170+31 - 173+45 LT OUTSIDE RAVINE - EB 93 0.37 0.37 22 0.7 173+45 - 176+50 RT OUTSIDE RAVINE - EB 92 0.37 0.37 22 0.7 173+45 - 176+50 RT BLVD RAVINE - EB 57 26 0.11 21 265 173+45 - 176+50 MEDIAN RAVINE - EB 73 34 0.14 27 338 173+45 - 176+50 LT BLVD RAVINE - EB 60 28 0.11 22 277 173+45 - 176+50 LT OUTSIDE RAVINE - EB 116 0.47 0.47 27 0.9 176+50 - 182+10 RT OUTSIDE RAVINE - EB 177 0.71 0.71 42 1.4 176+50 - 182+10 RT BLVD RAVINE - EB 98 45 0.18 36 452 176+50 - 182+10 MEDIAN RAVINE - EB 136 63 0.25 50 630 176+50 - 182+10 LT BLVD RAVINE - EB 84 39 0.15 31 386 176+50 - 182+10 LT OUTSIDE RAVINE - EB 189 0.76 0.76 45 1.5 182+10 - 185+30 RT OUTSIDE RAVINE - EB 104 0.41 0.41 24 0.8 182+10 - 185+30 RT BLVD RAVINE - EB 50 23 0.09 18 230 182+10 - 185+30 MEDIAN RAVINE - EB 12 5 0.02 4 53 182+10 - 185+30 LT BLVD RAVINE - EB 48 22 0.09 18 221 182+10 - 185+30 LT OUTSIDE RAVINE - EB 75 0.30 0.30 18 0.6 185+30 - 186+68 RT OUTSIDE RAVINE - EB 48 0.19 0.19 11 0.4 185+30 - 186+68 RT BLVD RAVINE- EB 23 10 0.04 8 104 185+30-192+25 MEDIAN RAVINE - EB 27 12 0.05 10 122 185+30 - 186+68 LT BLVD RAVINE - EB 31 14 0.06 11 140 185+30 - 186+68 LT OUTSIDE RAVINE - EB 34 0.14 0.14 8 0.3 186+68 - 192+25 RT OUTSIDE RAVINE - EB 44 0.18 35 440 186+68 - 192+25 RT BLVD RAVINE - EB 81 38 0.15 30 375 186+68 - 192+25 MEDIAN RAVINE - EB 59 46 411 0.18 37 248 0.2 186+68 - 192+25 LT BLVD RAVINE - EB 46 21 0.08 17 210 186+68 - 192+25 LT OUTSIDE RAVINE - EB 139 468 0.56 0.46 33 0.9 191+47 - 214+58 BASIN RAVINE - EB 1732 17932 6.93 3.22 102 25 35 6.4 192+25 - 199+25 RT OUTSIDE RAVINE - EB 158 0.63 1 0.63 37 1 1.3 CONTINUES ON NEXT SHEET NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 39 CHECKED JDPOF Elity Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 'A' waw o TURF ESTABLISHMENT P STATION TO STATION LOCATION ALIGN TOPSOIL SPECIAL FERTILIZER TYPE 1 EROSION CONTROL BLANKETS CATEGORY3 SEEDING DISK ANCHORING SEED MIXTURE HYDRAULIC MULCH MATRIX MULCH MATERIAL TYPES 4 INCHES 25-131 25-141 25-151 33-261 34-261 35-641 CU YD POUND SQ YD ACRE ACRE POUND POUND TON CONTINUED FROM PREVIOUS SHEET 192+25 - 199+25 RT BLVD RAVINE - EB 104 48 0.19 39 483 192+25 - 199+25 MEDIAN RAVINE - EB 105 45 0.18 36 450 199+25 - 204+20 RT OUTSIDE RAVINE - EB 185 792 0.74 0.57 44 1.1 199+25 - 204+20 RT BLVD RAVINE - EB 75 34 0.14 28 345 199+25 - 204+20 MEDIAN RAVINE - EB 70 32 0.13 26 322 204+20 - 205+28 RT OUTSIDE RAVINE - EB 43 127 0.17 0.15 10 0.3 204+20 - 205+28 RT BLVD RAVINE - EB 17 8 0.03 6 78 204+20 - 210+75 MEDIAN RAVINE - EB 99 46 0.18 36 456 205+28 - 210+75 RT OUTSIDE RAVINE - EB 152 715 0.61 0.46 36 0.9 205+28 - 210+75 RT BLVD RAVINE - EB 81 38 0.15 30 375 210+75 - 215+25 RT OUTSIDE RAVINE - EB 117 544 0.47 0.36 28 0.7 210+75 - 215+25 RT BLVD RAVINE - EB 65 30 0.12 24 300 210+75 - 215+25 MEDIAN RAVINE - EB 227 105 1684 0.42 84 181 0.7 215+25 - 222+55 RT OUTSIDE RAVINE - EB 135 0.54 0.54 32 1.1 215+25 - 222+55 RT BLVD RAVINE - EB 100 46 0.18 37 461 215+25 - 222+55 MEDIAN RAVINE - EB 100 46 288 0.18 37 312 0.1 215+25 - 222+55 LT BLVD RAVINE - EB 116 54 0.21 43 535 215+25 - 222+55 LT OUTSIDE RAVINE - EB 84 0.34 0.34 20 0.7 215+25 - 222+55 PARK RAVINE - EB 1875 2731 7.50 6.94 442 13.9 392+22 - 399+35 MEDIAN RAVINE - WB 105 49 0.19 39 485 392+22 - 399+35 LT BLVD RAVINE - WB 106 49 0.20 39 491 392+22-399+35 LT OUTSIDE RAVINE - WB 106 205 0.42 0.38 25 0.8 399+35 - 406+30 MEDIAN RAVINE - WB 103 48 0.19 38 475 399+35 - 400+88 LT BLVD RAVINE - WB 24 11 0.04 9 108 399+35 - 400+88 LT OUTSIDE RAVINE - WB 37 0.15 0.15 9 0.3 400+88 - 406+30 LT BLVD RAVINE - WB 74 34 0.14 27 342 400+88 - 406+30 LT OUTSIDE RAVINE - WB 116 0.47 0.47 27 0.9 406+30 - 413+25 MEDIAN RAVINE - WB 102 47 0.19 38 473 406+30 - 413+25 LT BLVD RAVINE - WB 117 54 0.22 43 542 406+30 - 413+25 LT OUTSIDE RAVINE - WB 1 97 0.39 1 0.39 1 1 23 1 0.8 SAP 180-121-001 SUBTOTAL 2786 7355 25897 29.4 19.2 1010 1075 102 25 35 12217 39 NON -PARTICIPATING COTTAGE GROVE 11+13-13+29 LT IDEAL AVE 10 0.04 8 96 0+00-1+79 LT CENTERLINE -N 95 0.38 0.38 84 0.8 0+00-1+79 RT CENTERLINE -N 25 0.10 0.10 22 0.2 10+00 - 13+47 LT MILITARY TRAIL 10 49 0.20 0.18 43 45 0.4 10+00 - 13+47 RT MILITARY TRAIL 13 39 0.16 0.13 35 58 0.3 13+47 - 21+15 LT MILITARY TRAIL 12 209 0.84 0.82 184 52 1.6 13+47 - 21+15 RT MILITARY TRAIL 9 149 0.60 0.58 131 37 1.2 21+15 - 28+40 LT MILITARY TRAIL 134 0.54 0.54 118 1.1 21+15 - 28+40 RT MILITARY TRAIL 128 0.51 0.51 112 1.0 28+40 - 35+65 LT MILITARY TRAIL 92 0.37 0.37 81 0.7 28+40 - 35+65 RT MILITARY TRAIL 71 0.28 0.28 63 0.6 35+65 - 42+66 LT MILITARY TRAIL 70 0.28 0.28 61 0.6 35+65 - 42+66 RT MILITARY TRAIL 95 0.38 0.38 83 0.8 42+66 - 48+61 LT MILITARY TRAIL 46 0.18 0.10 22 17 210 0.2 42+66 - 48+61 RT MILITARY TRAIL 38 0.15 1 1 30 1 1 376 NON -PARTICIPATING COTTAGE GROVE SUBTOTAL 44 1250 5.0 4.7 1039 55 874 10 TOTAL 3309 9327 25897 37.3 24.4 1039 1039 1610 102 25 35 19095 51 CONTINUES ON NEXT SHEET NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN �"E� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 40 CHECKED JDPOF Elity Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 'A' waw o TURF ESTABLISHMENT P STATION TO STATION LOCATION ALIGN TOPSOIL SPECIAL FERTILIZER TYPE 1 EROSION CONTROL BLANKETS CATEGORY3 SEEDING DISK ANCHORING SEED MIXTURE HYDRAULIC MULCH MATRIX MULCH MATERIAL TYPES 4 INCHES 25-131 25-141 25-151 33-261 34-261 35-641 CU YD POUND SQ YD ACRE ACRE POUND POUND TON CONTINUED FROM PREVIOUS SHEET SAP 180-121-001 RAVINE PKWY ALT. 1 SQ FT LIN FT EACH EACH EACH EACH EACH EACH EACH LIN FT TREE TREE 222+55 - KEATS RT OUTSIDE RAVINE - EB 77 PLANT 0.31 0.31 18 0.6 222+55 - KEATS RT BLVD RAVINE - EB 78 36 0.14 100+00 - 106+85 29 65TH - EB 362 222+55 - KEATS MEDIAN RAVINE - EB 87 40 0.16 17 11 32 27 99 402 LT & RT 222+55 - KEATS LT BLVD RAVINE - EB 102 47 0.19 38 17 472 222+55 - KEATS LT OUTSIDE RAVINE - EB 148 LT & RT 0.59 0.59 35 1.2 222+55 - KEATS PARK RAVINE - EB 373 3346 1.49 0.80 88 LT & RT 65TH - EB 1.6 SAP 180-121-001 SUBTOTAL ALT.1 267 721 3346 2.9 1.7 141 99 11 1236 3 128+45 - 131+00 LT & RT SAP 180-020-013 KEATS AVE ALT. 1 504+50 - 506+50 LT KEATS 84 139 0.33 0.31 20 0.6 504+50 - 506+50 RT KEATS 53 69 0.21 0.21 167 12 SAP 180-121-001 RAVINE PKWY 0.4 506+50 - 513+70 LT KEATS 196 165 0.78 0.75 46 170+50 - 173+45 LT & RT 1.5 506+50 - 513+70 RT KEATS 186 0.75 0.75 44 5 15 1.5 513+70 - 516+18 LT KEATS 62 RAVINE -EB -2 0.25 0.25 15 0.5 513+70-516+18 RT KEATS 25 0.10 1 0.10 1 6 RAVINE -EB -2 0.2 SAP 180-020-013 SU BTOTAL ALT. 1 606 304 2.4 2.4 143 26 5 TOTAL ALT. 1 267 1327 3650 5.3 4.1 284 99 1236 8.4 LANDSCAPING SUMMARY Q STATION TO STATION OFFSET RANGE LANDSCAPE ALIGN BOULDERS 6" CONCRETE WALK SPECIAL 1 CONCRETE CURB DESIGN SPECIAL WASTE RECEPTACLE METAL BENCH CUT STONE BLOCKS TYPE A CUT STONE BLOCKS TYPE B LIMESTONE OUTCROPPING TYPE A LIMESTONE OUTCROPPING TYPE B LIMESTONE OUTCROPPING TYPE C LANDSCAPE EDGER CONIFEROUS TREE 6' HT B&B DECIDUOUS TREE 1.5" CAL B&B DECIDUOUS TREE 2.5" CAL B&B DECIDUOUS SHRUB NO 5 CONT PERENNIAL PLUGS PERENNIAL NO 1 CONT PERENNIAL NO 2 CONT NOTES EACH SQ FT LIN FT EACH EACH EACH EACH EACH EACH EACH LIN FT TREE TREE TREE SHRUB PLANT PLANT PLANT SAP 180-123-001 65TH ST 100+00 - 106+85 LT & RT 65TH - EB 17 11 69 27 99 106+85 - 114+05 LT & RT 65TH - EB 17 10 114+05 - 121+25 LT & RT 65TH - EB 14 11 121+25 - 128+45 LT & RT 65TH - EB 14 11 679 68 128+45 - 131+00 LT & RT 65TH - EB SAP 180-123-001 SUBTOTAL 62 43 69 706 167 SAP 180-121-001 RAVINE PKWY 170+50 - 173+45 LT & RT RAVINE -EB -2 5 15 173+45 - 176+50 LT & RT RAVINE -EB -2 19 176+50 - 182+10 LT & RT RAVINE -EB -2 26 182+10 - 185+30 LT & RT RAVINE -EB -2 17 185+30 - 192+25 LT & RT RAVINE -EB -2 33 192+25 - 199+25 LT & RT RAVINE -EB -2 23 199+25 - 204+20 LT & RT RAVINE -EB -2 16 204+20 - 210+75 LT & RT RAVINE -EB -2 24 210+75 - 215+25 LT & RT RAVINE -EB -2 17 215+25 - 222+55 LT & RT RAVINE -EB -2 35 392+20 - 399+35 LT & RT RAVINE -WB -2 26 399+35 - 406+30 LT & RT RAVINE -WB -2 22 406+30 - 413+20 LT & RT RAVINE -WB -2 18 BASIN 46 650 216 2 4 30 4 2 2 2 160 15 7 34 3500 84 67 SAP 180-121-001 SUBTOTAL 46 650 216 2 4 30 4 2 2 2 160 15 12 325 3500 84 67 TOTAL 46 650 216 2 4 30 4 2 2 2 160 15 74 368 69 3500 790 234 SAP 180-121-001 RAVINE PKWY ALT. 1 222+55 - 228+50 LT & RT RAVINE -EB -2 3 30 SAP180-121-001TOTALALT.1 1 3 30 NO DATE I APPR REVISION SURVEY NEW SHEET DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage DESIGNED F°` � Grove Stantec TABULATIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 41 CHECKED JDPOF edty Meet Stas Highway atw SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN 55113 PROF. NO. ,803878sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 EX. R/W EX. R/W GENERAL NOTES: TYPICAL SECTIONS ARE NOTTO SCALE ALL CROSS SLOPES ARE IN FT. PER FT. 73' 3' SHOULDER/12' RTL 8� 1 --r---- EXISTING)1 C&G UNLESS OTHERWISE SPECIFIED THE GRADING GRADE CROSS SLOPES WILL BE THE SAME AS fHE PROPOSED DRIVING SURFACE. SEE ROW PLANS SHEETS 5 - 9 FOR RIGHT-OF-WAY AND TEMPORARY EASEMENT DIMENSIONS EXISTING PAVEMENT DEPTHS ARE APPROXIMATE. SEE SOILS AND CONSTRUCTION NOTES FOR FURTHER DETAIL. 73' EX. R/W CL 65TH ST 12' LANE 0'-12' LTL 12' LANE i 3' SHLD/13' RTL 52' --------------- -- ------ ------------------------------------------------ L'AGGREGATE -- ------ ------------------------------------------------- ---------------------------------------- \\ 4.5" BIT. ` EXISTING PAVEMENT C&G 2' AGG. SHLD 1 EXISTING TYPICAL SECTION 65TH ST - HINTON AVE TO IDEAL AVE 12' LANE CL 65TH ST 12' LANE i i 2' AGG. SHLD ------------------------ —_---- ---------- ___?' --- -� 3 1/2"__ PAVEMENT 5" AGGREGATE 30' 16' LANE 2 EXISTING TYPICAL SECTION 65TH ST - IDEAL AVE TO INNSDALE AVE CL IDEAL AVE 16' LANE 30' 52' EX. R/W ---------------------------- ----------------------- --------------------------------------- ----- ------------------ ------------------ \\ 3 1/2" BIT. ` EXISTING EXISTING PAVEMENT C&G C&G 5" AGGREGATE 1 EXISTING TYPICAL SECTION IDEAL AVE S EX. R/W EX. R/W INPLACE 65TH ST I N PLACE IDEAL AVE NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec TYPICAL SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 42 CHECKED JDP EXISTING erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 aAa= opo EX. R/W EX. R/W EX. R/W CE JAMAICA AVE SB 40' 20' CE JAMAICA AVE NB 40' 4' 4' 8' AGG SHLD SHLD 12' LANE 12' LANE SHLD 8' AGG SHLD 0.02 0.02 0.02 0.02 ------------------------ _____ ________________T_ ------___ __ ___ _ ______________z-_---------- ---------------- ---- i --------------------------__----- --------------------------------J `_______________— _ G -------------- EXISTING TYPICAL SECTION JAMAICA AVE 60' 3' AGG. SHLD 8' BIT. SHLD 12' LANE CE KEATS AVE 40' 12' LANE 8' BIT. SHLD 3' AGG. SHLD 2 ------------------------------ — -----T - ------------------ -- - ----- --------- ------- ------ t — 2" BIT. 6" BIT. 2" BIT. PAVEMENT PAVEMENT PAVEMENT 7.5" AGGREGATE 6" AGGREGATE 7.5" AGGREGATE 60' S EXISTING TYPICAL SECTION KEATS AVE 3' AGG. SHLD . _ 12' LANE CL MILITARY RD 40' 12' LANE - Y AGG. SHLD -- - - ----------------- - ____ " ---� --- -- 6" BIT. ---- PAVEMENT 7.5" AGGREGATE T AGGREGATE EX. R/W EX. R/W EX. R/W INPLACE JAMAICA INPLACE KEATS INPLACE RAVINE PARKWAY SUBCUT CITY OF COTTAGE GROVE, MN s"EEF RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 43 SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 6 EXISTING TYPICAL SECTION RAVINE -EB STA. RAVINE -WB STA. MILITARY RD 170+34 TO EX. R/W RAVINE -WB CL RAVINE - EB EX. R/W GENERAL NOTES: 523- 108' 183+89 52.5' - 328' TYPICAL SECTIONS ARE NOTTO SCALE 384+06 4.5 FEET 183+89 TO 195+51 CONST. TO 391+10 2.0 FEET ALL CROSS SLOPES ARE IN FT. PER FT. '----_ LIMITS 209+94 a CONST. I E- LIMITS UNLESS OTHERWISE SPECIFIED THE GRADING GRADE CROSS SLOPES WILL BE THE SAME AS fHE PROPOSED DRIVING ---- EXISTING H SURFACE. --_ GROUND TO 410+67 SEE ROW PLANS SHEETS 5 - 9 FOR ADDITIONAL 209+94 ---------- ----------------------- ------------------------- ------------ --------____ RIGHT-OF-WAY AND TEMPORARY EASEMENT INFORMATION 2.0 FEET 212+96 "'---- 228+59 410+67 TO 0 _ EXISTING PAVEMENT DEPTHS ARE APPROXIMATE. SEE SOILS tiff AND CONSTRUCTION NOTES FOR FURTHER DETAIL. SPECIFIC NOTES: SUBCUT O OSEE SUBCUT TALE THIS SHEET FOR STATION NGE AND DEPTH OF SUBCUT. SEE CROSS SECTIONS FOR SUBCUT WIDTH. VARIES Q 7 EXISTING TYPICAL SECTION RAVINE PARKWAY SUBCUT NO DATE APPR REVISION SURVEY PEW Cotta e g Grove 1 (` $tantec TYPICAL SECTIONS EXISTING DRAWN SMU/MAF DESIGNED SDP CHECKED JED k, ,,,pedtY Meet hese pride andP Stas Highway36W St. Paul, MN 55113 WWW.Stafltp, c— APPROVED DES PROF. NO. 1938038]8 INPLACE JAMAICA INPLACE KEATS INPLACE RAVINE PARKWAY SUBCUT CITY OF COTTAGE GROVE, MN s"EEF RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 43 SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 SUBCUT RAVINE -EB STA. RAVINE -WB STA. SUBCUT DEPTH 170+34 TO 174+87 370+35 TO 375+05 9.0 FEET 174+87 TO 183+89 375+05 TO 384+06 4.5 FEET 183+89 TO 195+51 384+06 TO 391+10 2.0 FEET 195+51 TO 209+94 3.5 FEET 391+10 TO 401+32 4.5 FEET 401+32 TO 410+67 4.0 FEET 209+94 TO 212+96 2.0 FEET 212+96 TO 228+59 410+67 TO 426+49 4.5 FEET INPLACE JAMAICA INPLACE KEATS INPLACE RAVINE PARKWAY SUBCUT CITY OF COTTAGE GROVE, MN s"EEF RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 43 SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 'A' 0 0 EX. RNV 2' CZ 8' TRAIL 2' CZ 0 EXISTING C&G EX. R/W 2' CZ 8' TRAIL 2' CZ 73' 3' SHLD/12' RTL 12' LANE 73' --- EXISTING 8' 13' BLVD 1:3 MAX EXI STI NG THAI L ENDS AT STA. 108+57.20 ✓y 1' 12'-15' LANE B618 C&G A CL 65TH ST 52' 2' 0'-12' LTL 15' LANE 6' WALK P/G 0.015 0.02 0.02 f --------- ------------------------------ INSET E IINSET D Y INSETM 0 EXISTING C&G 8 PROPOSED TYPICAL SECTION 65TH ST - STA 100+68.08 TO STA 105+71.82 CL 65TH ST 50' 2' CZ EX. RNV to------------------------- ---------- ------------------ EX. R/W 2' 0'-12' LTL 12' LANE 3' SHLD/15' RTL 6' WALK P/G 002 0.02 0.015 ------------------------ - ----------------------------------------- - INSET E INSET D INSET M Q EXISTING C&G BEGIN B618C&G STA. 112+23.81 9 PROPOSED TYPICAL SECTION 65TH ST - STA 105+71.82 TO STA 113+06.38 CL 65TH ST 2' CZ INSET A - 65TH ST BITUMINOUS PAVEMENT 2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) SPECIAL (SPWEA340C) (VIRGIN COURSE MIX) 2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA340C) 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) (SPNWB330B) 9" AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED LIMESTONE) 12" SELECT GRANULAR EMBANKMENT (CV) GEOTEXTILE FABRIC TYPE 5 INSET B - BITUMINOUS TRAIL 3" TYPE 9.5 WEARING COURSE MIX (2,C) (SPWEA240C) 6" AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED LIMESTONE) GEOTEXTILE FABRIC TYPE 5 INSET D - 65TH ST MILL AND OVERLAY 2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) SPECIAL (SPWEA340C) (VIRGIN COURSE MIX) INSET E - CONCRETE WALK VW 6" CONCRETE WALK 4" AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED LIMESTONE) GEOTEXTILE FABRIC TYPE 5 B&G INSET M - CONCRETE WALK SPECIAL B618YINSETA C&G I GENERAL NOTES: 10 PROPOSED TYPICAL SECTION 65TH ST - STA 113+06.38 TO STA 120+65.77 TYPICAL SECTIONS ARE NOTTO SCALE 6" CONCRETE WALK SPECIAL ALL CROSS SLOPES ARE IN FT. PER FT. UNLESS OTHERWISE SPECIFIED THE GRADING GRADE CROSS 4" AGGREGATE BASE (CV) CLASS 5 SLOPES WILL BE THE SAME AS fHE PROPOSED DRIVING (100% CRUSHED LIMESTONE) SURFACE. GEOTEXTILE FABRIC TYPE 5 SEE ROW PLANS SHEETS 5 - 9 FOR ADDITIONAL RIGHT-OF-WAY AND TEMPORARY EASEMENT INFORMATION SPECIFIC NOTES: 0 SPOT REPLACEMENT AS DIRECTED BY THE ENGINEER. PROPOSED 65 -FH H S NO DATE APPR REVISION SURVEY NEW Cottage Grove exit Meet cher dQtOSP y e Pride an Stantec 2335 Highway 36W St. Paul, M N 55113 wwwslanlec.cm TYPICAL SECTIONS PROPOSED �/ CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013 , SAP 180-020-013 u"Ea DRAWN SMV/MAF 44 DESIGNED SDP CHECKED SDP °` APPROVED DRS 547 PROF. No. 193803878 O Q .O haw Oop sww oLap 03a mFE5 o=F.a Q3Q a 'A' 0 0 R/W 1:4 52.5' 8' TRAIL 8' - 16' BLVD INSET 1 I I 4" TOPSOIL &TURF I ESTABLISHMENT INSET A B618 C&G I I I 6' - 14' RTL 0.02 aG ✓y 1 B618 C&G INSETA RTL - STA 123+61.30 TO STA 125+99.60 ✓y 6' SHLD GENERAL NOTES: TYPICAL SECTIONS ARE NOTTO SCALE ALL CROSS SLOPES ARE IN FT. PER FT. UNLESS OTHERWISE SPECIFIED THE GRADING GRADE CROSS SLOPES WILL BE THE SAME AS fHE PROPOSED DRIVING SURFACE. SEE ROW PLANS, SHEETS 5 - 9 FOR ADDITIONAL RIGHT-OF-WAY AND TEMPORARY EASEMENT INFORMATION EX. onni 20' P/G 0.02 CL 65TH ST WB 35' 5' - 28' MEDIAN SEE LANDSCAPING AND SURFACING PLANS FOR MEDIAN DETAILS CE 65TH ST EB R/W 52.5' 20' P/G 0.02 6' SHLD 8' - 16' BLVD 8' TRAIL n INSET B -J =B618B6184" TOPSOIL &TURF 6618 INSETA I C&G ESTABLISHMENT C&G C&G I � C&G LTL - STA 123+63.44 TO STA 125+76.93 11 PROPOSED TYPICAL SECTION 65TH ST - STA 120+65.77 TO STA 126+13.72 C&G RTL - STA 123+94.25 TO STA 126+13.59 1:g INSET A - 65TH ST BITUMINOUS PAVEMENT 2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) SPECIAL (SPWEA340C) (VIRGIN COURSE MIX) 2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA340C) 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) (SPNWB330B) 9" AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED LIMESTONE) 12" SELECT GRANULAR EMBANKMENT (CV) GEOTEXTILE FABRIC TYPE 5 INSET B - BITUMINOUS TRAIL 3" TYPE 9.5 WEARING COURSE MIX (2,C) (SPWEA240C) 6" AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED LIMESTONE) GEOTEXTILE FABRIC TYPE 5 INSET C - AGGREGATE SHOULDER �IYINSETA �4 4"� TOPSOIL INSET C INSETC� TOPSOIL &TURF &TURF ESTABLISHMENT ESTABLISHMENT 3.5" AGGREGATE SURFACING (CV) CLASS 2 12 PROPOSED TYPICAL SECTION 13.5" AGGREGATE BASE (CV) CLASS 5 65TH ST - STA 126+13.72 TO STA 130+50.15 (100% CRUSHED LIMESTONE) GEOTEXTILE FABRIC TYPE 5 PROPOSED 65TH ST NO DATE APPR REVISION SURVEY Pew SMV/MAF Cotta e Stantee �/ CITY OF COTTAGE GROVE MN u"ra 45 DRAWN DESIGNED '°` � Grove TYPICAL SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP erity neer zags Highway PROPOSED SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride andpro,P St. Paul, MN 55113 547 PROF. NO 18038,8 —taut—c— SAP 180-110-013, SAP 180-020-013 a Aa? waw o CL IDEAL AVE EX. R/W 30' 30' EX. R/W INSET F - IDEAL AVE BITUMINOUS PAVEMENT 17' 17' P/G 0.02 0.02 ---------------------ate 4" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) ✓y 7fi__-_____________-____------ i SPECIAL(SPWEA340C) (2 LIFTS) 1' J 5" AGGREGATE BASE (CV) CLASS 5 INSET F EXISTING (100% CRUSHED LIMESTONE) B618 C&G C&G 12" SELECT GRANULAR EMBANKMENT (CV) 13 PROPOSED TYPICAL SECTION IDEAL AVE S - STA 10+66.78 TO STA 14+40.00 CL RAVINE PKWY WB CL RAVINE PKWY EB R/W R/W 52.5' 35' 52.5' 8' TRAIL 10' 20' 3' - 27' MEDIAN 20' 10' 8' TRAIL BLVD BLVD 6' SHLD 12' LANE 12' LANE 6' SHLD SEE LANDSCAPING AND SURFACING PLANS FOR 2' CZ 2' CZ 2' CZ 2' CZ MEDIAN DETAILS P/G P/G 0.015 0.02 0.02 0.02 0.02 _ 0.0 l:g 1.4 aG �- N G "EF -------------------- -' INSET H ✓y ✓y I 4.. I B618 C&G 4.. TOPSOIL 1 I 1 1 BEGIN TIP OUT 18 I B 1 TOPSOIL &TURF B618 INSET G STA. 191+03.9 INSET G &G ESTABLISHMENT C&G I B618C&G END TIP OUT I ESTABLISHMENT BEGIN TIP OUT I STA. 216+10.0 STA. 191+02.5 I I END TIP OUT I 0'-14'LTL 6'-14'REEL STA. 216+08.0 LTL - STA 179+98.49 TO STA 182+37.86 0.02 0.02 RTL -STA 180+40.82 TO STA 182+40.42 STA 184+86.26 TO STA 187+88.87 � ti STA 185+54.72 TO STA 187+88.56 STA 216+12.64 TO STA 219+40.66 Z- fy • STA 216+72.64 TO STA 219+42.59 ti STA 224+39.02 TO STA 228+11.64 I I INSET INSET GENERAL NOTES: 6'-14'REEL 0'-14'LTL B618 B618 TYPICAL SECTIONS ARE NOTTO SCALE C&G C&G ALL CROSS SLOPES ARE IN FT. PER FT. 0.02 UNLESS OTHERWISE SPECIFIED THE GRADING GRADE CROSS SLOPES WILL BE THE SAME AS fHE PROPOSED DRIVING SURFACE. *__�_02 INSET G - RAVINE PKWY BITUMINOUS PAVEMENT INSET H - BITUMINOUS TRAIL SEE ROW PLANS SHEETS 5 - 9 FOR ADDITIONAL RIGHT-OF-WAY AND TEMPORARY EASEMENT INFORMATION INSET G INSET G B618 C&G C&G 2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 3" TYPE 9.5 WEARING COURSE MIX (2,C) RTL - STA 171+00.35 TO STA 173+08.94 LTL - STA 170+82.97 TO STA 173+53.33 SPECIAL (SPWEA340C) (VIRGIN COURSE MIX) (SPWEA240C) STA 183+46.85 TO STA 185+49.22 STA 183+47.42 TO STA 185+84.54 2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) STA 188+76.56 TO STA 191+04.83 STA 188+79.06 TO STA 191+02.35 (SPWEA340C) 6" AGGREGATE BASE (CV) CLASS 5 STA 220+33.24 TO STA 222+66.86 STA 220+37.06 TO STA 223+26.86 2" TYPE SP 12.5 NON WEARING COURSE (100% CRUSHED LIMESTONE) MIXTURE (3,B) (SPNWB330B) 9" AGGREGATE BASE (CV) CLASS 5 PROPOSED TYPICAL SECTION (100% CRUSHED LIMESTONE) 1014 4 RAVINE PARKWAY - STA 170+32.69 TO STA 192+00 12" SELECT GRANULAR EMBANKMENT (CV) STA 214+73.78 TO STA 228+45.76 PROPOSED IDEAL AVENUE PROPOSED RAVINE PARKWAY NO DATE APPR REVISION SURVEY SEW DRAWN SMU/MAF Cotta e Stantec CITY OF COTTAGE GROVE MN / 3"E� 46 DESIGNED '°` TYPICAL SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 1 � Grove OF CHECKED JDP erity neer zags Highway PROPOSED SAP 180-121-001, SAP 180-123-001 APPROVED DRS here pride andpro,P St. Paul, MN 55113 547 PROF. NO. 18038,8 -tact-c- SAP 180-110-013, SAP 180-020-013 a a= 0 0 R/W 2' CZ -4 SWWD STORAGE FACILITY BOTTOM ELEV: 894 1' IMPERVIOUS BACKFILL LAYER STA 401+87 TO STA 412+64 SEE SPECIAL PROVISIONS CITY POND AND LANDSCAPED AREA SEE GRADING AND LANDSCAPING PLANS 1;4 c 4" TOPSOIL &TURF 1, ESTABLISHMENT — GENERAL NOTES: TYPICAL SECTIONS ARE NOTTO SCALE ALL CROSS SLOPES ARE IN FT. PER FT. UNLESS OTHERWISE SPECIFIED THE GRADING GRADE CROSS SLOPES WILL BE THE SAME AS fHE PROPOSED DRIVING SURFACE. SEE ROW PLANS SHEETS 5 - 9 FOR ADDITIONAL RIGHT-OF-WAY AND TEMPORARY EASEMENT INFORMATION 52.5' - 108' R' TR Ail 1 n- Rn. CE RAVINE PKWY WB BLVD 6' SHLD 12' LANE 2' CZ P/G 0.015 0.015 0.02 0.02 aG N INSET H ✓y 1 B618 INSET G 6618 C&G TIP OUT -au 1S PROPOSED TYPICAL SECTION RAVINE PARKWAY WB - STA 391+94.91 TO STA 412+64 CE RAVINE PKWY EB Rn. 52.5' - 328' 1 n' R' TR Ail BLVD 12' LANE 6' SHLD 2' CZ P/G 0.015 0.015 0.02 0.02 �y INSET H B618 C&G INSET G B618 1 TIP OUT -au 1G PROPOSED TYPICAL SECTION RAVINE PARKWAY EB -STA 192+00 TO STA 214+73.51 CITY POND AND LANDSCAPED AREA SEE GRADING AND 1:q LANDSCAPING PLANS 1, 4" TOPSOIL &TURF ESTABLISHMENT 2' CZ R/W 1' IMPERVIOUS BACKFILL LAYER STA 193+50 TO STA 200+50 SEE SPECIAL PROVISIONS 1:4 INSET G - RAVINE PKWY BITUMINOUS PAVEMENT 2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) SPECIAL (SPWEA340C) (VIRGIN COURSE MIX) 2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA340C) 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) (SPNWB330B) 9" AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED LIMESTONE) 12" SELECT GRANULAR EMBANKMENT (CV) INSET H - BITUMINOUS TRAIL 3" TYPE 9.5 WEARING COURSE MIX (2,C) (SPWEA240C) 6" AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED LIMESTONE) SWWD STORAGE FACILITY BOTTOM ELEV: 893 --------------------- PROPOSED RAVINE PARKWAY NO DATE APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec TYPICAL SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 47 CHECKED JDP PROPOSED erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "here pride andpro,P St. Paul, MN 55113 PROF. NO 18038,8 1 —taat—c— SAP 180-110-013, SAP 180-020-013 547 O Q .O haw oop soQp 0300 �ooa ao oa- wows wio m.5 o,.a E=o= aAa w aw o CE JAMAICA AVE SB CE JAMAICA AVE NB EX. R/W 38' 23' 39' 4' 8' AGG SHLD BIT. 12' LANE 12' LANE SHLD ------------ - — — — — — — — j\— c--------z===--- -- __ -- I INSET I 17 PROPOSED TYPICAL SECTION JAMAICA AVE - 601+24.84 TO 605+94.04 CL JAMAICA AVE SB CL JAMAICA AVE NB EX. R/W 38' 23' 4- 8- AGG SHLD BIT 12' LANE SHLD EX. R/W 38' 4' 8' AGG SHLD BIT 12' LANE SHLD VAR 12' LANE 0.02 L- INSET I 18 PROPOSED TYPICAL SECTION JAMAICA AVE - 605+94.05 TO 606+86.64 CL JAMAICA AVE SB CL JAMAICA AVE NB 23' 12' RT TURN LANE 0.02 39 22' - 24' VAR 39 4- 12' RT TURN LANE BITUMINOUS CURB 12' LANE BIT. 8' AGG SHLD SEE MNDOT SHLD P/G STANDARD PLATE 7065 ;2; 1:4 MAX Z — — — — — — — — — — — — — — — — - — — — — — — — — T —- ;;4 L — EX. RNV BITUMINOUS CURB SEE MNDOT STANDARD PLATE 7065 1.4 4" TOPSOIL &TURF ESTABLISHMENT EX. R/W SEE RAVINE EX. R/W INSET I - JAMAICA AVE BITUMINOUS PAVEMENT 1( 4" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA340C) (2 LIFTS) 8" AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED LIMESTONE) 12" SELECT GRANULAR EMBANKMENT(CV) INSET I 4" TOPSOIL &TURF ESTABLISHMENT GENERAL NOTES: TYPICAL SECTIONS ARE NOTTO SCALE ALL CROSS SLOPES ARE IN FT. PER FT. PROPOSED TYPICAL SECTION 19 UNLESS OTHERWISE SPECIFIED THE GRADING GRADE CROSS JAMAICA AVE - 606+86.44 TO 611+64.29 SLOPES WILL BE THE SAME AS fHE PROPOSED DRIVING SURFACE. SEE ROW PLANS SHEETS 5 - 9 FOR ADDITIONAL RIGHT-OF-WAY AND TEMPORARY EASEMENT INFORMATION PROPOSED JAMAICA AVE NO DATE APPR REVISION SURVEY Pew Cotta e � Grove erity neer "here 1 Stantec zags Highway 36w TYPICAL SECTIONS �/ CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 a"Ea DRAWN SMV/MAF 48 DESIGNED J°` CHECKED JDPOF APPROVED DRS pride andpro,P St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 18038,8 EX. R/W 60' EX. R/W 2' AGG. SHLD 8' BIT. SHLD 12' LANE I I I 1;4 aG ✓y 4" TOPSOIL &TURF ESTABLISHMENT CL KEATS AVE 0'-1'LTL 12' 12' P/G 0.02 0.02 0.02 0.02 INSET L INSET K 60' 2' AGG. SHLD 8' BIT. SHLD/12' RTL INSET J 40' EX. RNV 12' LANE 8' BIT. SHLD 2' AGG. SHLD 12' 12' P/G 0.02 0.02 0.02 0.02 0.02 0.02 1:4 ti�Z'7 INSET 0 X 7INSETJ GENERAL NOTES: 4" SECURE IN 2' X 2' ANCHOR TOPSOIL IINSET K &TURF ESTABLISHMENT 20 PROPOSED TYPICAL SECTION KEATS AVENUE - 501+95.14 TO 508+45.10 CL KEATS AVE 40 17' 1 ANF in, - 1 T STRTPFII MFnTAN 17' 1 ANF R' RTT SHI n 2' AGG. SHLD -Z' cG --- INSET L 4 INSET J INSET J 4 TOPSOIL TOPSOIL &TURF IINSET K INSET &TURF ESTABLISHMENT21 PROPOSED TYPICAL SECTION ESTABLISHMENT KEATS AVENUE - 508+45.10 TO 515+16.10 ROADWAY SHOULDER PI EX. R/W INSET I - KEATS AVE BITUMINOUS PAVEMENT 4" TYPE SP 12.5 WEARING COURSE MIXTURE (4,C) (SPWEB440C) 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B) (SPNWB430B) 9" AGGREGATE BASE (CV) CLASS S (100% CRUSHED LIMESTONE) 24" SELECT GRANULAR EMBANKMENT (CV) INSET K - AGGREGATE SHOULDER 6" AGGREGATE SURFACING (CV) CLASS 2 9" AGGREGATE BASE (CV) CLASS S (100% CRUSHED LIMESTONE) 24" SELECT GRANULAR EMBANKMENT(CV) INSET L - KEATS MILL AND OVERLAY _--_ 2" TYPE SP 12.5 WEARING COURSE MIXTURE (4,C) (SPWEB440C) INSET O - DNR SLOPE DRESSING (6 EROSION CONTROL BLANKETS CATEGORY 3N 6" TOPSOIL 18" ROOTING TOPSOIL BORROW 24" GRANULAR FILTER GEOTEXTILE FABRIC SPECIAL 12' 12' P/G 0.02 0.02 0.02 0.02 0.02 2' AGG. SHLD -Z' cG --- INSET L 4 INSET J INSET J 4 TOPSOIL TOPSOIL &TURF IINSET K INSET &TURF ESTABLISHMENT21 PROPOSED TYPICAL SECTION ESTABLISHMENT KEATS AVENUE - 508+45.10 TO 515+16.10 ROADWAY SHOULDER PI EX. R/W INSET I - KEATS AVE BITUMINOUS PAVEMENT 4" TYPE SP 12.5 WEARING COURSE MIXTURE (4,C) (SPWEB440C) 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B) (SPNWB430B) 9" AGGREGATE BASE (CV) CLASS S (100% CRUSHED LIMESTONE) 24" SELECT GRANULAR EMBANKMENT (CV) INSET K - AGGREGATE SHOULDER 6" AGGREGATE SURFACING (CV) CLASS 2 9" AGGREGATE BASE (CV) CLASS S (100% CRUSHED LIMESTONE) 24" SELECT GRANULAR EMBANKMENT(CV) INSET L - KEATS MILL AND OVERLAY _--_ 2" TYPE SP 12.5 WEARING COURSE MIXTURE (4,C) (SPWEB440C) INSET O - DNR SLOPE DRESSING (6 EROSION CONTROL BLANKETS CATEGORY 3N 6" TOPSOIL 18" ROOTING TOPSOIL BORROW 24" GRANULAR FILTER GEOTEXTILE FABRIC SPECIAL GRADE SHOWN ON CROSS SECTIONS N GEOTEXTILE FABRIC SPECIAL INSET 0 X STOPS AT ELEV. 906 GENERAL NOTES: SECURE IN 2' X 2' ANCHOR TYPICAL SECTIONS ARE NOTTO SCALE INSET 0 ALL CROSS SLOPES ARE IN FT. PER FT. EXISTING GROUND 1 GEOTEXTILE FABRIC SPECIAL I I SECURE IN V X P ANCHOR UNLESS OTHERWISE SPECIFIED THE GRADING GRADE CROSS SLOPES WILL BE THE SAME AS fHE PROPOSED DRIVING SURFACE. SEE ROW PLANS SHEETS S - 9 FOR ADDITIONAL RIGHT-OF-WAY AND TEMPORARY EASEMENT INFORMATION 22 PROPOSED DNR SLOPE DRESSING RAVINE PARKWAY - STA 225+70.72 TO STA 228+17.20 KEATS AVENUE - STA 509+09.13 TO STA 515+36.51 PROPOSED KEATS AVE PROPOSED DNR SLOPE DRESSING NO DATE APPR REVISION SURVEY NEW Cotta e � Grove pride andptosP edty Meet 1 Stantee Stas Paul, St. Paul, MN ss 13 SAN 5113 --ant—c— TYPICAL SECTIONS PROPOSED �/ CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 11EET DRAWN SMV/MAF 49 DESIGNED '°` CHECKED JDE °` APPROVED DRshere 547 PROF. NO. ,8038,8 EX. R/W EX. R/W 0'- 18' 40'- 48' CL MILITARYTRAIL 2' CZ 8' TRAIL 2' CZ 0.015 rR,"' 23 PROPOSED TYPICAL SECTION MILITARY TRAIL - STA 10+00 TO 11+80 EX. R/W CL MILITARYTRAIL 6' TO P.I. 6' TO P.I. 2' CZ 8' TRAIL 2' CZ 0.015 'i0. 1•F -------- ------------ ------ ------ — INSETH CL MILITARYTRAIL 6' TO P.I. 6' TO P.I. 2' CZ 8' TRAIL 2' CZ 0.015 'i0. •g //,��� 1• --------------------- INSET H ----- @_PLROPOSED TYPICAL SECTION MILITARY TRAIL - STA 14+16 TO 19+00 EX. R/W 2'- 30' EX. R/W 4" TOPSOIL &TURF ESTABLISHMENT 27 PROPOSED TYPICAL SECTION MILITARY TRAIL - STA 43+35 TO STA 48+60.69 REVISION SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROJ. NO. 193803878 24 PROPOSED TYPICAL SECTION MILITARY TRAIL - STA 11+80 TO 13+46 13'- 42' 11'- 66' CL MILITARYTRAIL 30' EXISTING ROADWAY 2' CZ 8' TRAIL 2' CZ 0.015 /1 EX. R/W 4" 4" TOPSOIL TOPSOIL &TURF TINSETH &TURF ESTABLISHMENT ESTABLISHMENT 0 -"\PROPOSED TYPICAL SECTION MILITARY TRAIL - STA 19+00 TO STA 43+35 EX. R/W 523- 108' CL MILITARY 52.5' - 328' TOPSOIL "--' " "" TOPSOIL &TURF &TURF ESTABLISHMENT ESTABLISHMENT 28 PROPOSED TYPICAL SECTION MILITARY RD - CUL-DE-SAC Cottage � Grove here pride and PrOSperity Meet ® Stantec 2335 Highway 36 W St. Paul, MN 55113 -.Tante.'0m TYPICAL SECTIONS PROPOSED INSET G - MILITARY BITUMINOUS PAVEMENT 2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) SPECIAL (SPWEA340C) (VIRGIN COURSE MIX) 2" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) (SPWEA340C) 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) (SPNWB330B) 9" AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED LIMESTONE) 12"SELECT GRANULAR EMBANKMENT(CV) INSET N - AGGREGATE SHOULDER 3.5" AGGREGATE SURFACING (CV) CLASS 2 13.5" AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED LIMESTONE) INSET H - BITUMINOUS TRAIL 3" TYPE 9.5 WEARING COURSE MIX (2,C) (SPWEA240C) 6" AGGREGATE BASE (CV) CLASS 5 (100% CRUSHED LIMESTONE) GENERAL NOTES: TYPICAL SECTIONS ARE NOTTO SCALE ALL CROSS SLOPES ARE IN FT. PER FT. UNLESS OTHERWISE SPECIFIED THE GRADING GRADE CROSS SLOPES WILL BE THE SAME AS fHE PROPOSED DRIVING SURFACE. SEE ROW PLANS, SHEETS 5 - 9 FOR ADDITIONAL RIGHT-OF-WAY AND TEMPORARY EASEMENT INFORMATION PROPOSED MILITARY TRAIL PROPOSED CUL-DE-SAC CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 1 50 1 SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 547 aAa? waw o CL RAVINE PKWY WB CL RAVINE PKWY EB GENERAL NOTES: TYPICAL SECTIONS ARE NOTTO SCALE ALL CROSS SLOPES ARE IN FT. PER FT. UNLESS OTHERWISE SPECIFIED, THE GRADING GRADE CROSS SLOPES WILL BE THE SAME AS THE PROPOSED DRIVING SURFACE. P/G P/G SEE ROW PLANS, SHEETS S - 9 FOR ADDITIONAL BAR. (1:4 AR. C1=A MPX) RIGHT-OF-WAY AND TEMPORARY EASEMENT INFORMATION MAk) V �HWE 902.00 VARIES VARIES VARIES 4" TOPSOIL &TURF V Pyr 4" TOPSOIL &TURF ESTABLISHMENT 4p i1. l'?M ESTABLISHMENT 31� rLWE 893.00 JPS 4" TOPSOIL &TURF ESTABLISHMENT E TOPSOIL&TURF ESTABLISHMENT 1' IMPERVIOUS BACKFILL LAYER SEE SPECIAL PROVISIONS 0=2LEL����� PROPOSED BASIN NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN �" DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec TYPICAL SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 51 CHECKED JDP PROPOSED erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 F) =. < he< o Ao= w<w o c� U E 03� COMPACTED BACKFILL 12" + + + + + + + + ++ + + + + + + DI +++++++++ GRANULAR BORROW FE EE ER MNDOT SPEC. +++++ +++++ 3149.2.B.1 MOD. 6" MIN. DIA+24" MIN. DIA = OUTSIDE DIAMETER OF PIPE ** = BEDDING DIA/3 WIDE. LOOSELY PLACED/ UNCOMPACTED MATERIAL. PVC PIPE FOUNDATION & BEDDING IN GOOD SOILS STANDARD DETAILS LAST REVLSIaV. Cottage FEBRUARY PIPE FOUNDATION & BEDDING zola Grove METHOD FOR PVC PIPE TRENCH ryMP��' met aEA� No COTTAGE GROVE, MINNESOTA BED -1 I8_BEDIIM PLAN VIEW LAST REVLS'CN' I. SPACING REQUIREMENTS DIRECTION OF IMPROVED FOUNDATION FOR RCP, DIP, PVC PIPE TRENCH SURFACE FLOW I Cottage Coge Gotta COTTAGE GROVE, MINNESOTA BED-3►na`a"ap�°'P`"`y 1 NOTE: SPACING DISTANCES 100' WILL VARY, BUT ARE NOT MAX' TO EXCEED 100 FEET PER 0.25 ACRE OF DRAINAGE. COMPACTED BACKFILL DI +++ + + � t 0.5 DIA GRANULAR MATERIAL + + + + + + + MNDOT SPEC. 3149.2.8.1 DIA/24 BUT = * = BEDDING DIA/3 WIDE. NOT LESS THAN 3" DIA+24" MIN. LOOSELY PLACED / UNCOMPACTED MATERIAL. INSTALLATION TYPE 1 DIA = OUTSIDE DIAMETER OF PIPE ....DIA.. COMPACTED BACKFILL GRANULAR MATERIAL MNDOT SPEC. 3149.2.B.1 DIA/24 BUT i * = BEDDING DIA/3 WIDE. NOT LESS THAN 3" DIA+24" MIN. LOOSELY PLACED / UNCOMPACTED MATERIAL. INSTALLATION TYPE 2 DIA = OUTSIDE DIAMETER OF PIPE DI COMPACTED BACKFILL DIA/24 BUT * = BEDDING DIA/3 WIDE. NOT LESSTHAN 3" DIA+24" MIN. LOOSELY PLACED / UNCOMPACTED NATIVE TRENCH MATERIAL. INSTALLATION TYPE 3 DIA = OUTSIDE DIAMETER OF PIPE /� STANDARD DETAILS LAST REVLSIaV. / ! COtta a FEBRUARY Grove PIPE FOUNDATION &BEDDING 2018 METHODS FOR RCP & DIP •s Prid° °Q10`�"dtY Ret aEA� No COTTAGE GROVE, MINNESOTA BED -2 4&_BE02.DWG ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) SU �, FqC ONOF , ,, OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. IMPROVED PIPE FOUNDATION 6" PAY DEPTH INCREMENTS (TYP) FOUNDATION 6" PAY DEPTH INCREMENTS (TYP) DIA+24" MIN. RCP & DIP PIPE ' COARSE FILTER AGGR. MNDOT SPEC. 3149.2.1-1 MOD. DIA = OUTSIDE DIAMETER OF PIPE COMPACTED BACKFILL + + + + + + + + + + + + + + + + +++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Cottage !� Grove "'he Prld° n�pf0`�a� de_emaowD WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 2.5' LONG— WOOD POSTS, 8 / REQ'D. 11miLmlJ.4�-dJ.trrR COARSE FILTER �1I AGGR. MNDOT DIA+24" MIN. SPEC. 3149.2.1-1 MOD. DIA = OUTSIDE DIAMETER OF PIPE PVC PIPE STEEL FENCE POST (T -POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING. POST NOTCHES TO FACE AWAY FROM FABRIC. DIRECT[ ON OF SURFACE FLOW ATTACH FABRIC TO POSTS WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8" OF FABRIC. MONOFILAMENT GEOTEXTILE FABRIC PER MN DOT TABLE 3886-1 (MACHINE SLICED). MACHINE SLICE W-12" DEPTH (PLUS 6" FLAP) TRENCH MUST BE COMPACTED BY LIGHT EQUIPMENT PRIORTO PLACEMENT OF STEEL POSTS. 24" MINIMUM .. .. POST EMBEDP NOTE: HEAVY-DUTY SILT FENCE INSTALLATION METHODS SHOULD BE USED WHEN DIRECTED BY THE CITY. STANDARD DETAILS LAST REVLS'CN' IMPROVED FOUNDATION FOR RCP, DIP, PVC PIPE TRENCH FEBRUARY zRU arove EA' No Cottage Coge Gotta COTTAGE GROVE, MINNESOTA BED-3►na`a"ap�°'P`"`y 48-ER01.DW0 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUNDTOPAND BOTTOM. FASTENED TO EACH POST USING 2-20D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX STANDARD DETAILS PAs1ReVISEII MACHINE SLICED SILT FENCE FEBRUARY 2018 FLA- -7 - No COTTAGE GROVE, MINNESOTA ERO-1 II. SIZING REQUIREMENTS: 315,325 UP -GRADIENT SILT �,�LAPFENCE AND J -HOOK DIRECTION OF SURFACE ROW ARE ONE CONTINUOUS STAPLE DENSITY SHALL BEA ^� LINE LONGITUDINAL JOINTS / 15'R 8-12" MINIMUM DEPTH 1 1 2" WASHED MINIMUM OF 3 U -SHAPED 8', GRAVEL FILTER 11 GAUGE METAL STAPLES PER MINIMUM OF 6" 25'R SQUARE YARD (THIS MAY VARY AS AGGREGATE 10' 16' DIRECTED BY THE CITY). BASE 8-1r0" FABRIC FLAP- BURY UNDER ROCK O PREVENT START I UNDERWASHIN<__ SILT FENCE LINT 1 1/2" WASHED SILT FENCE LINE AS CLOSE AS POSSIBLE ROCK 1' DEEP X J15 -FOR CATCHMENT TO THE UP -GRADIENT J25 - FOR CATCHMENT ANCHOR TRENCH 1' TO 3'1' WIDE *..STEEL AREA <0.25 ACRES J -HOOK AREA >0.25 ACRES 1. DIG 6" X 6" TRENCH •-t 2. LAY BLANKET IN TRENCH PLATE 3. STAPLE AT 1.5' INTERVALS >30 DEGREES DIRECTION OF NOTE: J -HOOKS SHALL BE 4. BACKFILL WITH NATURAL SOIL AND COMPACT NOTES: AGGREGATE SURFACE FLOW USED WHEN THE SILT 5. BLANKET LENGTH SHALL NOT EXCEED 100' I ,. CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT BACKFILL �+...= IN PLACE FENCE IS INSTALLED AT AN WITHOUT AN ANCHOR TRENCH ;''.:�'.!.,. AROUND THE INLET STRUCTURE WITH 6" MINIMUM _ ANGLE OF 30 DEGREES OR CLEARANCE TO EDGES OF STRUCTURE. SILT BOX CATC ——. GREATER FROM PARALLEL - TO BE PLACED ON AN EVEN SURFACE 6" BELOW TO THE CONTOURS. ':: STRUCTURE OPENING. TOP OF SILT BOX TO " L CONTOURS EXTEND 18" MINIMUM ABOVE EXISTING GRADE. STANDARD DETAILS LASTREVLS'CNSTANDARD DETAILS LASTREVLS'CN' STANDARD DETAILS LASTREVLS'CN' STANDARD DETAILS PAS1ReVPsIay. FEBRUARY FEBRUARY FEBRUARY FEBRUARY g EROSION CONTROL BLANKET 2018 g INLET PROTECTION SILT BOX 2018 g INLET PROTECTION ROCK 2018 Cottage J -HOOK SILT FENCE 2016 Cottage Cottage Cottage Grove Grove Grove Grove yper/ry n°°/ aEA-No dbt INSTALLATION aEA�No �0ypedty Maee FOR CATCH BASIN aEa'No FILTER FOR CATCH BASIN aEA�No P COTTAGE GROVE, MINNESOTA ERO-4"°md`°"ate COTTAGE GROVE, MINNESOTA ERO-5®"m°`°"ap COTTAGE GROVE, MINNESOTA ERO-7 Mtl`°"°P COTTAGE GROVE, MINNESOTA ERO-8 481 18-ER05.0WO 18-.ER07.DWO 48-EROB.DWO �/ NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"Aa DRAWN SMV/MAF ® / Cottage Stantee CONSTRUCTION DETAILS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 52 DESIGNED JDP cnecKeD SDP Grove COTTAGE GROVE STANDARD DETAILS ericy Meet 15 Highway 36 W SAP 180-121-001, SAP 180-123-001 OF APPROVED DES here pride andptDsP St. Paul, MN 55113 PROF. NO. 1803878 11.staat—c— SAP 180-110-013, SAP 180-020-013 547 oAa 0 0 c� U E 03� EXISTING CURB OVERFLOW IS L/z OF THE CURB BOX WOODEN LATH SHALL BE IGHT 00000D00a NAILED SECURELY TO THE POST MEMBERSECURE FILTER FABRIC.. 2" X 4" X 2.5' LONG WOOD POSTS, 8 REQ'D. NOTE: USE WIMCO ROAD DRAIN CG -23 OR CG -3290 -VB (DEPENDING ON CASTING TYPE) HIGH FLOW INLET PROTECTION CURB AND GUTTER MODELS, OR CITY APPROVED EQUAL. DEFLECTOR PLATE — OVERFLOW IS L/z OF THE CURB BOX HEIGHT OVERFLOW AT TOP �OF FILTER ASSEMBLY __—CURB 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUNDTOPAND BOTTOM. FASTENED TO EACH POST USING 2-20D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX 8-10" FABRIC FLAP- BURY UNDER ROCK TO PREVENT UNDERWASHING 1 1/2" WASHED ROCK 1' DEEP V WIDE REFER TO DETAIL PLATES FOR SILT FENCE INSTALLATION METHODS INSTALL SILT FENCE BIOROLL STAKE FLOW 2" x 2" x 16" LONG WOODEN STAKES AT V-0" SPACING MINIMUM. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE COMPOST LOG AT AN ANGLE OF 450 WITHTHE TOP OF THE STAKE POINTING UPSTREAM. a NOTES: ' FILTER ASSEMBLY CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT METER, AROUND THE INLET STRUCTURE WITH 6" MINIMUM DIA 6" DIAMETER, CLEARANCE TO EDGES OF STRUCTURE. SILT BOX 10" AT LOW POINT ST BE PLACED EN AN EVEN SURFACE 6" BELOW INSTALL BID LOG. COMPOST, TRAW OR WOOD FIBER 12" STRUCTURE OPENING. TOP OF SILT BOX TO HIGH-FLOW FABRIC EXTEND 18" MINIMUM ABOVE EXISTING GRADE. DIA. ROLL ENCLOSED IN POLYPROPYLENE NETTING OR A GEOTEXTILE BAG. STANDARD DETAILS `� ""Is" ' STANDARD DETAILS LAST REVICN STANDARD DETAILS Cotta a FEBRUARY Cotta a FEBRUARY Cottage g INLET PROTECTION CATCH Bola g INLET PROTECTION SILT BOX 2RU � DITCH CHECKS Grove Grove Grove BASIN INSERT FOR BEEHIVE CASTING 4 mo- ty F4et PLAT No k. p�ype�ity Aat PLA- No k P Wool Mat COTTAGE GROVE, MINNESOTA ERO-9'M'""a"n° COTTAGE GROVE, MINNESOTA ERO-10 ^'a""" COTTAGE GROVE, MINNESOTA 4eDao9.10w13 4&_ER A8G 48JRO11.0wc UNDISTURBED VEGETATION `\4[ TRACKED EQUIPMENT TREADS CREATE GROOVES �Y PERPENDICULAR TO SLOPE DIRECTION. NOTE: ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1 REQUIRE SLOPE TRACKING. SLOPES WITH A GRADE MORE GRADUAL THAN 3:1 REQUIRE SLOPE TRACKING IF THE STABILIZATION METHOD IS EROSION CONTROL BLANKET OR HYDROMULCH. VA 12 PLAN SECTION PRECAST INVERT MUST BE 1/2 DIAMETER OF THE PIPE AND BENCHES SLOPED 2" TOWARD THE INVERT. MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM. CASTING AND ADJUSTMENT RINGS AS SPECIFIED. MANHOLE STEPS 16" ON CENTER. DETERMINED BASE ON PIPE SIZE PIPE SHALL BE CUT TO BE 2" INSIDE MANHOLE AT THE PIPES MID POINT AND HAVE A WATERTIGHT SEAL. SEE SPECIFICATION. ALL DOG HOUSES SHALL BE GROUTED ON INSIDE AND OUTSIDE. VA 12 PLAN SECTION ROCK -6" MINIMUM DEPTH WOODCHIPS -18" MINIMUM WASHED ROCK OR WOODCHIPS PER SPECIFICATIONS 2� o�N1MUM 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE / NOTES: 1. FILTER FABRIC SHALL BE PLACED UNDER ROCK OR WOODCHIPS TO STOP MUD MIGRATION THROUGH ROCK. 2. ENTRANCE MUST BE MAINTAINED REGULARLYTO PREVENT SEDIMENTATION TRACKING. STAKE LAST REVS IaV'. STANDARD DETAILS LAST REVLSIRY CN. FEBORl$RY Cottage CONSTRUCTION ENTRANCE FE 2018 Grove ROCK AND WOODCHIP PLATE No y3 4�mypeaty Mat PLATE No COTTAGE GROVE, MINNESOTA ERO-12 4n-Ero12.DWr PRECAST INVERT MUST BE 1/2 DIAMETER OFTHE PIPE AND BENCHES SLOPED 2" TOWARD THE INVERT. MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM. CASTING AND ADJUSTMENT RINGS AS SPECIFIED. MANHOLE STEPS 16" ON CENTER. DETERMINED BASE ON PIPE SIZE PIPE SHALL BE CUT TO BE 2" INSIDE MANHOLE AT THE PIPES MID POINT AND HAVE A WATERTIGHT SEAL. SEE SPECIFICATION. ALL DOG HOUSES SHALL BE GROUTED ON INSIDE AND OUTSIDE. NOTES: 1. 6"x12" SIGN PANEL - WHITE LETTERS ON GREEN HIP SHEETING WITH WHITE BORDER. 2. U -CHANNEL GALVANIZED POST, MINIMUM 3 LB/FT 6-6" LONG. 3. REQUIRED FOR STRUCTURES LOCATED IN NON -MAINTAINED AREAS AS DIRECTED BY ENGINEER. LL STANDARD DETAILS LA TREV„ON' STANDARD DETAILS LATREv„cn"STANDARD DETAILS LA TREV„ON' STANDARD DETAILS LA TREV„avotta a FEBRUARY Gotta a FEBRUARY Cotta a FEBRUARY � Cotta a FEBRUARY g SANITARY SEWER MANHOLE Bola g SANITARY SEWER JUNCTION 201a g STRUCTURE MARKER SIGN 2018 SLOPE TRACKING BolaGrove GIOVe GIOVe MANHOLE Grove "Anility Meet PLATE No 4. `° �ypetlH Aai PLATE No tyNpptltY qa[ PLATE No /g eaq/ rypgtPLATE No COTTAGE GROVE, MINNESOTA ERO-13 '° vnde"d COTTAGE GROVE, MINNESOTA SAN -1 °zPade+"a COTTAGE GROVE, MINNESOTA SAN -2 nia""° COTTAGE GROVE, MINNESOTA SAN -6 4B-3wi3.UXG 48S1N1.DWG 48S1N2.1DWG ee_!IMB. ; NO DATE APPH REVISION SURVEYPBW DRAWN SMV/MAF CITY OF COTTAGE GROVE MN DRAWN DESIGNED JDP Cottage Stantee CONSTRUCTION DETAILS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 53 CHECKED LDP Grove COTTAGE GROVE STANDARD DETAILS eticvneec 35HHighway36W SAP 180-121-001, SAP 180-123-001 OF APPROVED DES "he�e pride and Pt,sP St. Paul, MN 55113 PROF. NO. 19803878 —taRta .N m SAP 180-110-013, SAP 180-020-013 547 mFE5 o,.a he< c� U E 03� WORK BY CITY PROPERTY LINE CURB & GUTTER 4" DIAMETER DIP WATER SERVICE - 4' DIP PLUG TAPPED W/1"- 1.5" CORPORATION STOP —WATER MAIN BY CITY 4" GV & BOX 4" TEE Cottage Grove -'°T Ride n+� NMP°mY %lat F483ER72.oWo WORK BY PRIVATE CONTRACTOR 2"X2"X8' WOOD POST OR METAL POST STANDARD DETAILS erslREVPs'ay. IRRIGATION SERVICE FEBRUARY zola Peace No COTTAGE GROVE, MINNESOTA If SER -12 NOTE: ENCLOSURES ARE MANUFACTURED TO INDIVIDUAL JOB SPECIFICATIONS. FRONT VIEW CONTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL AND PROPOSE SIZE PRIOR TO ORDERING. CABINET SHALL ENCLOSE o BACKFLOW PREVENTION DEVICE, METER AND I m IRRIGATION CONTROLLER. PEAKED ROOF` ND VIEW HASP & STAPLE fA 1 NOTE: FRONT OF BOX ALSO AVAILABLE WITH FULL FACE. VENTED PANELS REAR VIEW EACH END HINGED LID m HASP & STAPLE OPEN BOTTOM J A f NOTE: GAS SHOCKS TO SUPPORT LID. NOTES: 1.BOLT TOGETHER BOX CONSTRUCTION. OPEN BOTTOM m 2. APPROVED MANUFACTURER POVOLNY SPECIALTIES OR APPROVED EQUAL. BUILT TO SPECIFICATIONS PAINTED: NON -DIRECTIONAL STE. STE. LENGTH A: SIZE TO FIT ISOMETRIC LENGTH B: SIZE TO FIT LENGTH C: SIZE TO FIT Cottage STANDARD DETAILS LAST REVISIGH Grove IRRIGATION CABINET JAN 2014 Peace No ® Stantec COTTAGE GROVE, MINNESOTA SER -16 4"ER15JDWD VAF 12" u a PLAN GROUT BOTTOM OF MANHOLE TO 1/2 DIAMETER AT PIPE AND SLOPE GROUT 2" TOWARD INVERT. MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM. CASTING AND ADJUSTMENT RINGS AS SPECIFIED MANHOLE STEPS 16" ON CENTER. *DETERMINED BY PIPE SIZE PIPE SHALL BE CUT TO BE 2" INSIDE MANHOLE AT THE PIPE MID POINT DOGHOUSES SHALL BE GROUTED BOTH INSIDE AND OUTSIDE OF MANHOLE. VA 12' SECTION II II SECTION STANDARD DETAILS n1Rev Cottage STORM SEWER MANHOLE FEBRUARY Cottage GroveGrove zola PtMPedW flea PPa� No k� Q10epedty Meet COTTAGE GROVE, MINNESOTA STO-1 "'�evdee°na 48_3101.1DWo 45_SM2.DWo OUE BOTTOM OF MANHOLE TO 1/2 \METER AT PIPE AND SLOPE GROUT TOWARD INVERT. NHOLE STEPS SHALL BE PLACED THAT OFFSET VERTICAL PORTION CONE IS FACING DOWNSTREAM. CASTING AND ADJUSTMENT RINGS AS SPECIFIED MANHOLE STEPS 16" ON CENTER. *DETERMINED BY PIPE SIZE PIPE SHALL BE CUT TO BE 2" INSIDE MANHOLE AT THE PIPE MID POINT DOGHOUSES SHALL BE GROUTED BOTH INSIDE AND OUTSIDE OF MANHOLE. STANDARD DETAILS n1Revisiay. STORM SEWER JUNCTION FEBRUARY zola MANHOLE Peace No COTTAGE GROVE, MINNESOTA STO-2 PRECAST INVERT SHOULD BE 1/2 24"X36" SLAB OPENING FOR DIAMETER OF PIPE AND BENCHES SLOPED 24"X36" SLAB OPENING FOR CASTING SPECIFIED 2" TOWARD INVERT. CASTING SPECIFIED If 3' 00„ I DIMENSION FROM BACK OF CURB TO NOTE: VANE GRATE I I DIMENSION FROM BACK OF CURB TO CENTER OF PIPE:SHOWN CENTER OF PIPE: 4' DIA. MH - 9" IN FROM BACK OF CURB4' DIA. MH - 9" IN FROM BACK OF CURB 5' DIA. MH - 3" IN FROM BACK OF CURB5' DIA. MH - 3" IN FROM BACK OF CURB 6' DIA. MH - 3" BEHIND BACK OF CURB .75" ' DIA. MH - 3" BEHIND BACK OF CURB 7' DIA. MH - EHIND BACK F CURB VY 7' DIA. MH - 9" BEHIND BACK OF CURB 8' DIA. MH - 156BEHIND BACK OOF CURB 8' DIA. MH - 15" BEHIND BACK OF CURB FACE OF CURB DIRECTION OF ROW PLAN -INVERT v—, PLAN PLAN CASTING AND ADJUSTMENT RINGS AS io CASTING AS SPECIFIED CASTING AND ADJUSTMENT RINGS AS SPECIFIED 425° TOP VIEW SPECIFIED PLAN GRATE FRAME • . TOP OF BARREL SECTION BELOW TOP SLAB • - TOP OF BARREL SECTION BELOW TOP SLAB VARIES TO HAVE FLAT TOP EDGE SEALED WITH 2 VARIES TO HAVE FLAT TOP EDGE SEALED WITH 2 12"_24" BEADS OF RAMNEK OR EQUAL. CONCRETE STOOL GRATE FRAME 12"-24" BEADS OF RAMNEK OR EQUAL. RAM-NEK SEAL 42" ADJUSTMENT RINGS AS SPECIFIED GRATE TO BE 1" BELOW OR EQUIVALENT VARIES GUTTER GRADE. 10' 3f TRANSITION EACH SIDE I I °. CASTING AND ADJUSTMENT OF CATCHBASIN. TOP OF BARREL SECTION BELOW TOP SLAB L w w RINGS AS SPECIFIED TO HAVE FLAT TOP EDGE SEALED WITH 2 TOP OF CURB-' BEADS OF RAMNEK OR EQUAL. a MANHOLE STEPS 16' ON CENTER. 21 2 IES 4 MANHOLE STEPS 16" ON CENTER. > 12824 27 MANHOLE STEPS 16" ON CENTER. 24" X 36" ' DOGHOUSES SHALL BE GROUTED BOTH PRECAST w VARIES 4 °a INSIDE AND OUTSIDE OF MANHOLE. � 4 q" I 3" GROUT INVERT ¢ RCP PIPE SHALL BE CUT TO BE 2" INSIDE 3 O DOGHOUSES SHALL BE GROUTED BOTH DOGHOUSES SHALL BE > MANHOLE AT THE PIPE MIDPOINT INSIDE AND OUTSIDE OF MANHOLE. o • GROUTED ON BOTH THE 176 „ M 18" 1;5 INSIDE AND OUTSIDE. 3"�-�3' ^q STRUCTURE SIZE "6" 4' DIA. STRUCTURE 6" SECTION � .�-• - ..- { .' SECTION GROVE 3 BOTTOM : • 5' DIA. STRUCTURE 8" F 3 6' DIA. STRUCTURE 9" SECTION SECTION STANDARD DETAILS LAST REVLs'CNSTANDARD DETAILS LAST REVLs'CN' STANDARD DETAILS LAST REVLs'CN' STANDARD DETAILS LAST REVISIGH FEBRUARY FEBRUARY FEBRUARY FEBRUARY g CATCHBASIN 2018 g OFF STREET CATCHBASIN WITH 2018 Cottage Cottage Cottage Cottage CATCHBASIN MANHOLE zola CATCHBASIN MANHOLE WITH SUMP zola Grove 4. Grove Grove GIOVe CONCRETE STOOL GRATE FRAME -OBh Rld°anb Y`eeP°m/ Me°t a�a>E No "�e�e Rltle end�°�°db Meetek PRtle enaP•°nP°dW R°a ELL �06pedtY Mmt PL— No COTTAGE GROVE, MINNESOTA STO-5 COTTAGE GROVE, MINNESOTA STO-6 COTTAGE GROVE, MINNESOTA STO o7 j °"ae COTTAGE GROVE, MINNESOTA STO-9 48-=5.DWc 4e_Stoaowo 45sr07.DWG 48_sloa.DWD NO °AIL APPR REVISION SURVEYPEW CITY OF COTTAGE GROVE MN �"�� DR AWN WN SMV/MAF DESIGNED JDP Cottage Stantec CONSTRUCTION DETAILS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 54 cnecKeD ,DPpride aGrove COTTAGE GROVE STANDARD DETAILS eEltyneet ssHHiunwaysew SAP 180-121-001, SAP 180-123-001 a` APPROVED Des "he�e nd PtesP St. Paul, MN 55113 PROF. NO. 19803878 —star -h .cr, SAP 180-110-013, SAP 180-020-013 547 oJa a 4a 75 " CASTING AS SPECIFIED ISOMETRIC 4.25" STANDARD DETAILS wsT I—Smu: Cottaa FEBRUARY \w— � GIOVO SHALLOW OFF STREET CATCH BASIN 2010 WITH CONCRETE STOOL GRATE FRAME PIMPedW �t vu1E na. RPdae."a COTTAGE GROVE, MINNESOTA STO-10 48Sf010.D1W USE 2 TIE BOLT FASTENERS PER JOINT. INSTALL AT 60° FROM TOP OR BOTTOM OUTSIDE OF PIPE. STORM SEWER SHALL BE RCP TRASH GUARD SIZINC IIPE SIZE BARS -H 12"-18" 3/4"4 3"4" 21"-42" 1"4 4"-6" 48"-72" 11/4"4 6"-8" SEE CITY PLATE NO. S -FO -12 AND STO-13 FOR RIPRAP PLACEMENT. 10 STANDARD DETAILS LAST REV Cottage FLARED END SECTION AND FEBRUARY 2018 GIove TRASH GAURD T Pride eeartg neet HES-11 LATE NO COTTAGE GROVE, MINNESOTA STO-11 46_STD7 I.DWG Q RIPRAP AREA SIZES D Q R S 12" 11' 15' 7 24 15 15' V 36" 19' 15' 11' 48" 20' 16' 12' 54" 25' 22' 13' (15' MIN.) RIPRAP REQUIREMENTS D CY CLASS DEPTH 12" TO 24" 15 TO 20 CL.3 3' 27" TO 33" 20 TO 25 CL.3 3' 36" TO 48" 25 TO 38 CL.3 3' 54" AND UP 72 AND UP CL.4 4' 2 (ONE CUBIC YARD IS APPROX. 2,800 LBS.) 2' 3' RIPRAP EXTEND FABRIC rGEOTEXTILE AND RIPRAP SECTION A -A FABRIC TYPE IV UNDER BARED END SECTION RIPRAP GEOTEXTILE SECTION B -B FABRIC TYPE IV STANDARD DETAILS LAST REVISION, Cottage RIPRAP AT FLARED END SECTION FEBRUARY /[ 18 Grove 2 FLaIE N �dQrOe� "he mde mne�y COTTAGE GROVE, MINNESOTA STO-1_2 49_ST012.DNG NOTES: 1. 6"x12" SIGN PANEL - WHITE LEFFE RS ON GREEN HIP SHEETING WITH WHITE BORDER. 2. U -CHANNEL GALVANIZED POST, MINIMUM 3 LB/FT 6'-6" LONG. 3. REQUIRED FOR STRUCTURES LOCATED IN NON -MAINTAINED AREAS AS DIRECTED BY ENGINEER. STANDARD DETAILS nTRev �a Cottage STRUCTURE MARKER SIGN FEBRUARY Grove m18 Meet PLATE No ^iae0"dwa`y COTTAGE GROVE, MINNESOTA STO-23 48_ST023AWC FACE OF CURB NOTES: I 6" I DISTANCE TOOL VARIABLE 1. ALL NEW AND EXISTING WATER AND SEWER SERVICE LOCATIONS SHALL BE z z 1/2"R I 3"R MARKED IN CURB AS SHOWN. STAMPING OF SERVICE LOCATIONS SHALL BE o e 1/2"R CONSIDERED INCIDENTAL TO THE PRICE OF CURB. z z o SPE 3/4" LOF,�-ACONCRETE CURB 0 � v PER FT 2. WS AND S'S NOT PLACED BY SPECIFIED STAMP WILL NOT BE ACCEPTED AND 0 a C 7 THAT SECTION OF CURB MUST ME REMOVED AND REPLACED. j,/ Sly AND GUTTER a a w .:. 114 MIN DOT B418 MOD `,r`y, DINT w w o - STAMP "S" IN THE FACE OF CATCH BASIN FRAME AND 8..• 18.. THE CURB IN LINE WITH COVER AS SPECIFIED CLEANOUT LOCATION FACE OF CURB STt F CURB IN PERPENDICULAR TO THE 1N• -"I- o CURBLIN E. 0 6" E LIATION, '> a 1/2"R PEINE. 1 35LOPE 3/4 1/2"R '9 SECTION 6" CONCRETE PAVEMENT a w 3 3 PER FT ON " CLASS 5 (INCIDENTAL TO APRON) NOTE: A 14 P� 1. CATCHBASIN TO BE DEPRESSED 1" RT � 4 MIN B618 MOD �'OpF B4-18 �1N• BELOW DESIGN GUTTER LINE GRADE y -• -8.. - 18". B6-18 5 q 1� 2.4" MAXIMUM CURB INLET OPENING S 5 SNF Sj w 1/2"R FACE OF CURB - .. - 3 SLOPE 3/4� 1/2"R PER FT B618 CONCTCURB &GUTTER ISOMETRICSURMOUNTABLE IN G� - 14 D-412 MOD SURMOUNTABLE q 12° 12" FRAME &CASTING SFS FACE OF CURB 10' MIN. TRANSITION 10' MIN. TRANSITION Z8M �qRl' CONCRETE PAVEMENT 12' 16" 5 z z 'OFi� FS TO MATCH BACK OF "S" STAMP "W' STAMP �� a TOP 0 a jNG CONCRETE CURB AT 1/fR"101/2' DETAIL DETAIL x CURB 1 X , X THIS POINT 1/2"R NOTE: �. "� •'_" -•a:l - SURMOUNTABLE / 1/2" I I I ISOMETRIC CONTROL JOINTS IN CONCRETE CURB 12 ]� 14 I-! 1" DESIGN GUTTER LINE GRADE V NOT TO EXCEED 10' SPACING D-428 MOD q 171/2" Jr.1/2" 1/2" 2�� CONCRETE COLLAR THROUGH DRIVEWAY SECTION NOTE: L221 1. PLACE A "W" OR "S" STAMP PER PLATE STR-11 ON FACE OF CURB WHERE CURB AND SECTION A -A GUTTER CROSSES A WATER OR SANITARY SEWER SERVICE. STANDARD DETAILS LASTREVIS'CNSTANDARD DETAILS IASTREVPs'aN' STANDARD DETAILS LASTREVIS'CN' STANDARD DETAILS LASTRevPsIaN. Cottage FEBRUARY Cottage FEBRUARY Cotta a FEBRUARY Cottage FEBRUARY Grove CURB AND GUTTER RU Glove WATER AND SEWER SERVICE zRIE Grove 6618 CURB AND GUT zola Cotte CONCRETE RESIDENTIAL 2018 Grove LOCATION STAMP IN CURB CONSTRUCTION AT CATCHBASIN GrovI� DRIVEWAYAPRON hero mde P,ypedtyHeat PLA -No �'ieghidea�fl°swabhnt PLA- �ie,emdee"dY•NPeatYr'Wt a�a>ENo 'axemaeenePre6P YM°'t Pia No COTTAGE GROVE, MINNESOTA STR-l0 COTTAGE GROVE, MINNESOTA STR-11 COTTAGE GROVE, MINNESOTA STR-14 COTTAGE GROVE, MINNESOTA STR-18 49_STR10.10WG 48_STRII.DWG 4a_SIR14-DWG 4aSTR18.DWG NO DATE APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN a"ra DRAWN SMU/MAF Cottage Stantee CONSTRUCTION DETAILS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 55 DESIGNED JDP cnecKeD IDP Grove COTTAGE GROVE STANDARD DETAILS ericY Meet 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and Q,D,P St. Paul, MN 55113 PROF. NO. 18038,8 1 —taatl.aom SAP 180-110-013, SAP 180-020-013 547 CONCRETE STOOL GRATE FRAME X42" RAM-NEK SEAL, CONTINUOUS. MN/DOT 3Y GROUT WITHi 3i 3.5" i i ADJUSTMENT RINGS AS SPECIFIED BRICKS AS NECESSARY FINISHED 500 ELEVATION FLUSH AROUND PIPE WITH CONCRETE STOOL GRATE ..... •::•y. ..:•::• FRAME (TYP). REINFORCED CONCRETE PIPE �i TOP OF BARREL SECTION BELOW TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR EQUAL. PRECAST STORM SEWER STRUCTURE UNIT 12" MIN. FILL ENTIRE SUMP WITH GROUT, AND _ ,:--?•':-.: �-�- -. COMPLETE INVERT VARIES UNLESS NOTED AS SUMP STRUCTURE.(MN/DOT 3Y GROUT) STANDARD DETAILS wsT I—Smu: Cottaa FEBRUARY \w— � GIOVO SHALLOW OFF STREET CATCH BASIN 2010 WITH CONCRETE STOOL GRATE FRAME PIMPedW �t vu1E na. RPdae."a COTTAGE GROVE, MINNESOTA STO-10 48Sf010.D1W USE 2 TIE BOLT FASTENERS PER JOINT. INSTALL AT 60° FROM TOP OR BOTTOM OUTSIDE OF PIPE. STORM SEWER SHALL BE RCP TRASH GUARD SIZINC IIPE SIZE BARS -H 12"-18" 3/4"4 3"4" 21"-42" 1"4 4"-6" 48"-72" 11/4"4 6"-8" SEE CITY PLATE NO. S -FO -12 AND STO-13 FOR RIPRAP PLACEMENT. 10 STANDARD DETAILS LAST REV Cottage FLARED END SECTION AND FEBRUARY 2018 GIove TRASH GAURD T Pride eeartg neet HES-11 LATE NO COTTAGE GROVE, MINNESOTA STO-11 46_STD7 I.DWG Q RIPRAP AREA SIZES D Q R S 12" 11' 15' 7 24 15 15' V 36" 19' 15' 11' 48" 20' 16' 12' 54" 25' 22' 13' (15' MIN.) RIPRAP REQUIREMENTS D CY CLASS DEPTH 12" TO 24" 15 TO 20 CL.3 3' 27" TO 33" 20 TO 25 CL.3 3' 36" TO 48" 25 TO 38 CL.3 3' 54" AND UP 72 AND UP CL.4 4' 2 (ONE CUBIC YARD IS APPROX. 2,800 LBS.) 2' 3' RIPRAP EXTEND FABRIC rGEOTEXTILE AND RIPRAP SECTION A -A FABRIC TYPE IV UNDER BARED END SECTION RIPRAP GEOTEXTILE SECTION B -B FABRIC TYPE IV STANDARD DETAILS LAST REVISION, Cottage RIPRAP AT FLARED END SECTION FEBRUARY /[ 18 Grove 2 FLaIE N �dQrOe� "he mde mne�y COTTAGE GROVE, MINNESOTA STO-1_2 49_ST012.DNG NOTES: 1. 6"x12" SIGN PANEL - WHITE LEFFE RS ON GREEN HIP SHEETING WITH WHITE BORDER. 2. U -CHANNEL GALVANIZED POST, MINIMUM 3 LB/FT 6'-6" LONG. 3. REQUIRED FOR STRUCTURES LOCATED IN NON -MAINTAINED AREAS AS DIRECTED BY ENGINEER. STANDARD DETAILS nTRev �a Cottage STRUCTURE MARKER SIGN FEBRUARY Grove m18 Meet PLATE No ^iae0"dwa`y COTTAGE GROVE, MINNESOTA STO-23 48_ST023AWC FACE OF CURB NOTES: I 6" I DISTANCE TOOL VARIABLE 1. ALL NEW AND EXISTING WATER AND SEWER SERVICE LOCATIONS SHALL BE z z 1/2"R I 3"R MARKED IN CURB AS SHOWN. STAMPING OF SERVICE LOCATIONS SHALL BE o e 1/2"R CONSIDERED INCIDENTAL TO THE PRICE OF CURB. z z o SPE 3/4" LOF,�-ACONCRETE CURB 0 � v PER FT 2. WS AND S'S NOT PLACED BY SPECIFIED STAMP WILL NOT BE ACCEPTED AND 0 a C 7 THAT SECTION OF CURB MUST ME REMOVED AND REPLACED. j,/ Sly AND GUTTER a a w .:. 114 MIN DOT B418 MOD `,r`y, DINT w w o - STAMP "S" IN THE FACE OF CATCH BASIN FRAME AND 8..• 18.. THE CURB IN LINE WITH COVER AS SPECIFIED CLEANOUT LOCATION FACE OF CURB STt F CURB IN PERPENDICULAR TO THE 1N• -"I- o CURBLIN E. 0 6" E LIATION, '> a 1/2"R PEINE. 1 35LOPE 3/4 1/2"R '9 SECTION 6" CONCRETE PAVEMENT a w 3 3 PER FT ON " CLASS 5 (INCIDENTAL TO APRON) NOTE: A 14 P� 1. CATCHBASIN TO BE DEPRESSED 1" RT � 4 MIN B618 MOD �'OpF B4-18 �1N• BELOW DESIGN GUTTER LINE GRADE y -• -8.. - 18". B6-18 5 q 1� 2.4" MAXIMUM CURB INLET OPENING S 5 SNF Sj w 1/2"R FACE OF CURB - .. - 3 SLOPE 3/4� 1/2"R PER FT B618 CONCTCURB &GUTTER ISOMETRICSURMOUNTABLE IN G� - 14 D-412 MOD SURMOUNTABLE q 12° 12" FRAME &CASTING SFS FACE OF CURB 10' MIN. TRANSITION 10' MIN. TRANSITION Z8M �qRl' CONCRETE PAVEMENT 12' 16" 5 z z 'OFi� FS TO MATCH BACK OF "S" STAMP "W' STAMP �� a TOP 0 a jNG CONCRETE CURB AT 1/fR"101/2' DETAIL DETAIL x CURB 1 X , X THIS POINT 1/2"R NOTE: �. "� •'_" -•a:l - SURMOUNTABLE / 1/2" I I I ISOMETRIC CONTROL JOINTS IN CONCRETE CURB 12 ]� 14 I-! 1" DESIGN GUTTER LINE GRADE V NOT TO EXCEED 10' SPACING D-428 MOD q 171/2" Jr.1/2" 1/2" 2�� CONCRETE COLLAR THROUGH DRIVEWAY SECTION NOTE: L221 1. PLACE A "W" OR "S" STAMP PER PLATE STR-11 ON FACE OF CURB WHERE CURB AND SECTION A -A GUTTER CROSSES A WATER OR SANITARY SEWER SERVICE. STANDARD DETAILS LASTREVIS'CNSTANDARD DETAILS IASTREVPs'aN' STANDARD DETAILS LASTREVIS'CN' STANDARD DETAILS LASTRevPsIaN. Cottage FEBRUARY Cottage FEBRUARY Cotta a FEBRUARY Cottage FEBRUARY Grove CURB AND GUTTER RU Glove WATER AND SEWER SERVICE zRIE Grove 6618 CURB AND GUT zola Cotte CONCRETE RESIDENTIAL 2018 Grove LOCATION STAMP IN CURB CONSTRUCTION AT CATCHBASIN GrovI� DRIVEWAYAPRON hero mde P,ypedtyHeat PLA -No �'ieghidea�fl°swabhnt PLA- �ie,emdee"dY•NPeatYr'Wt a�a>ENo 'axemaeenePre6P YM°'t Pia No COTTAGE GROVE, MINNESOTA STR-l0 COTTAGE GROVE, MINNESOTA STR-11 COTTAGE GROVE, MINNESOTA STR-14 COTTAGE GROVE, MINNESOTA STR-18 49_STR10.10WG 48_STRII.DWG 4a_SIR14-DWG 4aSTR18.DWG NO DATE APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN a"ra DRAWN SMU/MAF Cottage Stantee CONSTRUCTION DETAILS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 55 DESIGNED JDP cnecKeD IDP Grove COTTAGE GROVE STANDARD DETAILS ericY Meet 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and Q,D,P St. Paul, MN 55113 PROF. NO. 18038,8 1 —taatl.aom SAP 180-110-013, SAP 180-020-013 547 o 'o= waw o c� oo ago A FE j•CATCH BASIN STRUCTURE WITH"?"'.. TOP SLAB OR 2' X 3' BOX. WOVEN FILTER FABRIC NEENAH R -3067 -VB CATCH BASIN FRAME AND GRATE. SHALL BE FURNISHED WITH CURB INLET BOX AND 3" DIA. FRONT FACE AND 4" MAXIMUM OPENING. HIGH DENSITY POLYETHYLENE (HDPE) ADJUSTMENT RINGS. NEENAH R1642B MANHOLE FRAME AND COVER. SHALL BE FURNISHED WITH 2 CONCEALED PICK HOLES AND STAMPED "SANITARY SEWER" OR "STORM SEWER'. — HIGH DENSITY POLYETHYLENE (HDPE) ADJUSTMENT RINGS. MANHOLE STRUCTURE WITH TYPICAL LAST REVISION. FEBRUARY TOP SLAB OR CONE SECTION. MULTI- --—------ CROSSING DRAWN STANDARD DETAILS LAST REVISION. Cottage JDP FEBRUARY Grove CATCHBASIN AND MANHOLE zola ppp"rIW Ma'r zPdae."a ADJUSTMENT COTTAGE GROVE, MINNESOTA LAFE No [SR TYPICAL ................................................ STR-23 4ilsTi:23.Dwc CONDUIT NOTES: DIMENSIONS AS PER U.S POSTAL SERVICE ADDRESS MUST BE ON SIDE OF BOX FROM WHICH CARRIER APPROACHES IN LETTERS ABOUT ONE INCH HIGH (OR ON FRONT WHERE BOXES ARE GROUPED). 163 W. TRACY NEWSPAPER BOX ZONE URBAN STREET �18 6" 8" 163 W. TRACY NEWSPAPER 10.. BOX CLEAR ZONE MIN. 18" EDGE OF PAVEMENT �- RURAL STREET lSTANDARD DETAILS [ASTREV„av J Cottage MAIL BOX INSTALLATION FEBRUARY Grove 2018 +r,eR PndeNraPr.sPeaw M.er COTTAGE GROVE, MINNESOTA PLA,E NoSTR-33 MORE THAN 2' • S9� GATE LESS VALVE THAN I� • S9� MANHOLE T�f�fTs / REMOVE & REPLACE PAVEMENT c'O'Em" FUTURE "Ci rw ROAD S U U, V 0 0 TENSION Q m EX STANDARD DETAILS LAST REVISION Cottage FEBRUARY STRUCTURE ADJUSTMENT PATCH Grove zola �j (BITUMINOUS OR CONCRETE) "'hs Pride eeaPdrY mer PPa>E No COTTAGE GROVE, MINNESOTA STR-25 411_SM25.0WG 10' DRAINAGE & UTILITY EASEMENT -13 - TYPICAL LAST REVISION. FEBRUARY 4e_srx34.13wc MULTI- --—------ CROSSING DRAWN L—RIGHT-OF-WAY LINE 4W_SIN31.10WG CENTER OF 5' MAX. WIDTH TRENCH FOR JDP CATV, TELEPHONE, ELECTRIC & GAS CHECKED (NOTE: ALL UTILITIES IN SAME TRENCH) APPROVED DRS 3' TYPICAL ................................................ CITY AGGREGATE PER CONDUIT MNDOT SPEC 3149.2.H. TYPICAL .......................... :.. IThE!I;7.GFNTES�LSF}... .: SINGLE CONDUIT CURB & GUTTER (TYPICAL) CROSSING TYPICAL PRIVATE r CONCRETE THRUST UTILITY PLACEMENT PLAN VIEW NOTE: EXISTING ABOVE GROUND UTILITY BOXES SHALL FINISH GRADE BE LOCATED TO ALLOW FOR 3.0' CLEAR GAS TYP. 4.. OR 6"PJC ZONE FOR SIDEWALKS AND TRAILS CONDI UT SCHEDULE 40 IE i CON DUIT 5' WOODENJVARIE VARIABL FENCE POSMINIMUM '5 ' 4' DEPTHLOCATIONCITY `TYPICAL 12" SEPARATION PESCHEDULE40(FUTURE TYPICAL 4" PJCCONDUIT VPVC USE) EACH CONDUIT TRENCH CROSS END CAPS SECTION AT CON DUIT CROSSING CROSS SECTION STANDARD DETAILS LA TREV„ay. Cottage FEBR Grove "tee PrWe e"avr°"P°da �.r PRIVATE UTILITY CONDUIT CROSSING COTTAGE GROVE, MINNESOTA STR-34 491 STANDARD DETAILS LAST REVISION. FEBRUARY 4e_srx34.13wc APPR REVISION SURVEY PEW y0 mde aiery DRAWN SMV/MAF 4W_SIN31.10WG DESIGNED JDP CHECKED JDP APPROVED DRS 3' PROF. NO. 193803878 Cottage � Grove here pride and Q7OSperity Meet NOTES: 1. SIGN SIZE SHALL BE 18"X24". 2. LETTERS TO BE BLACK ON A WHITE BACKGROUND. 3. THE SIGN IS TO BE MOUNTED ON THE PERMANENT BARRICADES. 4. THE TEXT HEIGHT SHALL BE 4" 4" //•�� Cottage STANDARD DETAILS LAST REVISION. FEBRUARY Grove FUTURE ROAD EXTENSION SIGN zola y0 mde aiery COTTAGE GROVE, MINNESOTA PLATE No L STR-31 4W_SIN31.10WG CURB & GUTTER NOTE: CONCRETE PAD SURFACE SHALL HAVE BROOMED FINISH 2"_1 m� 6" 6" CONCRETE 4" 'CONCRETE INT I STANDARD DETAILS REv„a Cottage CONCRETE HYDRANT PAD FEBR0i8RY Grove PrOgPeAtV r1e9r PLATE NO COTTAGE GROVE, MINNESOTA STR-37 j 401 ® Stantec 2335 Highway 36 W St. Paul, MN 55113 W W W Stant".'Om CONSTRUCTION DETAILS COTTAGE GROVE STANDARD DETAILS ADD "END OF ROAD MARKER' (OM4-2 RED ON BLACK) • MOUNTABOVETOP — �• PANEL ON POST X4-11 EX. GROUND- NOMINAL- 1"X8"X8'-0" 8' STEEL CHANNEL POSTS WITH STANDARD WEIGHT OF 3 LBS/FT 1/2"X6" GALVANIZED BOLTS WITH CUT WASHERS (CARRIAGE, HEX. OR SQ.) 2" 1" 7"� NOTES: 1. THE PLACEMENT OF THE BARRICADE SHALL BE 10'-0" FROM THE END OF THE BITUMINOUS ROAD WITH THE BARRICADE CENTERED ON THE ROADWAY FACING THE FLOW OFTRAFFIC. BARRICADES SHALL BE PLACED WITH MAXIMUM 6SPACING AND SHALL SPAN ENTIRE ROADWAY WIDTH. 2. ONLY ONE "END OF ROAD MARKER' REQUIRED PER STREET. STANDARD DETAILS LAST REVLSI Cottage PERMANENT BARRICADE FEBRUARY Grove zola Mier PLATE NO re Pda°""dw"°P"a`y COTTAGE GROVE, MINNESOTA STR-32 48_.SIR32.DWG HYDRANT FLAG AS SPECIFIED. BOTTOM FLANGE OF HYDRANT TO BE ABOVE GROUND A 5' MINIMUM DISTANCE OF 2". I BACKFILL TO BE TAMPED z 3' COARSE FILTER AGGREGATE PER MNDOT SPEC 3149.2.H. COVER WITH MINIMUM MEGALUGS (TYP.)� 4 MIL THICKNESS POLYETHYLENE. O r CONCRETE THRUST BLOCK 8'. CONCRETE BLOCK TIE ALL FITTINGS WITH MIN. OF PROVIDE CONDUCTIVITY STRAP TWO, 3/4" DIAM. GALVANIZED (TYP.). MINIMUM 1/16X3/4" RODS & MEGALUGS WIDE FLAT COPPER STRIP. STANDARD DETAILS REv„a Cottage HYDRANT DETAIL FEBRUARY Grove zo18 mae °"aP °6°e"rP M°.r PLA E No COTTAGE GROVE, MINNESOTA WAT-1 48–WATI.DWG CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 56 SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 GATE VALVE ADAPTER: 1/4" STEE WITH PROTECTIVE COATING, 1/2' RUBBER GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. COARSE FILTER AGGREGATE PER MNDOT SPEC. 3149.2.H. COVER WITH MINIMUM 4 MIL THICKNESS POLYETHYLENE. L PROVIDE CON DUCTIVIT' STRAP (TYP.). MINIMUM 1/16"X3/4" WIDE FLAT COPPER STRIP. CONC. BLOCK EXTENSION PROVIDE CONDUCTIVITY STRAP (TYP.). MINIMUM 1/16"X3/4" WIDE FLAT COPPER STRIP. BOTTOM MEGALUGS (TYP.I COARSE FILTER AGGREGATE PER MNDOT SPEC. 3149.2.H. COVER WITH MINIMUM 4 MIL THICKNESS POLYTHYLENE. BUTTERFLY VALVE (12" OR LARGER) END VIEW NOTES: 1. SHAPE OF BACK OF BUTTRESS MAY VARY AS LONG AS POURED AGAINST FIRM UNDISTURBED EARTH. 2. DIMENSION C1,C2,C3 SHOULD BE LARGE ENOUGH TO MAKE ANGLE& EQUAL TO OR LARGER THAN 45o. 3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT INTERFERING WITH MJ BOLTS. 4.4&= 45o MINIMUM. 5. PLACE POLYETHYLENE BETWEEN CONCRETE & PIPE. & - SEE MEGALUGS ,,. , 1 /lo ESS DIA- ee^I ONS nno Qe n VARIABLE 3' MIN. CONCRETE SHALL BE IN CONTACT WITH THIS QUADRANT OF PIPE - • 3 BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A -A e -SEE NOTE 4 A � A PLAN 45o BENDS & - SEE NOTE A w A b: PLAN 22 1/2o BENDS STANDARD DETAILS LAST REVLS'CN. STANDARD DETAILS �`� REVL51a"'� LL STANDARD DETAILS LAST REv'S'a^' Cottage FEBRUARY Cottage FEBRUUARY (�'Otta a FEBRUARY g GATE VALVE AND BOX 2018 g BUTTERFLY VALVE AND BOX 2018 g CONCRETE THRUST BLOCKING 2018 Grove INSTALLATION Glove INSTALLATION Grove NNP°dW „at PLA>E No Wy°PedtY ncet PLA>E No Yro+PedW �a o COTTAGE GROVE, MINNESOTA WAT-3"`P"`°"a COTTAGE GROVE, MINNESOTA WAT-4 COTTAGE GROVE, MINNESOTA WAT-6 48_YIATIM 48_1111 48_WATIlli NOTES: 1. 6"x12" SIGN PANEL - WHITE LETTERS ON GREEN HIP SHEETING WITH WHITE BORDER. 2. U -CHANNEL GALVANIZED POST, MINIMUM 3 LB/FT 6-6" LONG. 3. REQUIRED FOR STRUCTURES LOCATED IN NON -MAINTAINED AREAS AS DIRECTED BY ENGINEER. STANDARD DETAILS LAST REVLSIaV. Cottage STRUCTURE MARKER SIGN FEB018 GUA rove RY �,° pesPe1it%�tat FP—LA- COTTAGE GROVE, MINNESOTA PLA,ENoWAT-10 48_WATt0.DW0 100% CRUSHED LIMESTONE 265/8" 72 17" 347/8" 251/ 177/8" (_ I 693/4" Description IPattem lWeight lConcrete 6' Bench with back Rod (0) 254 15. 16'.10- STANDARD 'x10' STANDARD DETAILS LAST REVLSIaV. Cottage PARK BENCH FEB018RY Grove fe, fl°ypedty Mem aLAIE No. 'e vna°°nd COTTAGE GROVE, MINNESOTA SPECIAL -2 48_SPECIAL2.0111Is 4" CL 261/4" t. I I 33" 10 1/4" 2 3/4"W Description Pattem Weight fConcrete]32-Gallon Flat Top Lid Rod (0) 177 IS. SIAN UAKU Ut IA1LS Cottage TRASH CAN Grove °xe M7de endY..nP°dtY r'Wt � COTTAGE GROVE, MINNESOTA 48_SPED&3.101110 LAST REVLSICM. FEBRUARY 2018 PLA,E No. SPECIAL -3 4" X 4" WOOD MARKER DROP LID GRADE GRADE O ADJUST TOP TO 1/2" BELOW ADJUST TOP TO 1/2" BELOW GRADE. BOX TO BE SET TO TAP CORPORATION STOP IN OVER TOP OF WATER MAIN. GRADE. BOX TO BE SET TO PROVIDE 12" OF ADJUSTMENT. ALL JOINTS IN THE WATER CURB STOP AND STAND WITH PROVIDE 12" OF ADJUSTMENT. 1" COPPER PIG TAIL TO 24" RESTRAINED TO THE TEE. TOP 7.5' MINIMUM COVER REQUIRED 7.5' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. OVER TOP OF WATER MAIN. GATE VALVE ADAPTER: 1/4" STEE WITH PROTECTIVE COATING, 1/2' RUBBER GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. COARSE FILTER AGGREGATE PER MNDOT SPEC. 3149.2.H. COVER WITH MINIMUM 4 MIL THICKNESS POLYETHYLENE. L PROVIDE CON DUCTIVIT' STRAP (TYP.). MINIMUM 1/16"X3/4" WIDE FLAT COPPER STRIP. CONC. BLOCK EXTENSION PROVIDE CONDUCTIVITY STRAP (TYP.). MINIMUM 1/16"X3/4" WIDE FLAT COPPER STRIP. BOTTOM MEGALUGS (TYP.I COARSE FILTER AGGREGATE PER MNDOT SPEC. 3149.2.H. COVER WITH MINIMUM 4 MIL THICKNESS POLYTHYLENE. BUTTERFLY VALVE (12" OR LARGER) END VIEW NOTES: 1. SHAPE OF BACK OF BUTTRESS MAY VARY AS LONG AS POURED AGAINST FIRM UNDISTURBED EARTH. 2. DIMENSION C1,C2,C3 SHOULD BE LARGE ENOUGH TO MAKE ANGLE& EQUAL TO OR LARGER THAN 45o. 3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT INTERFERING WITH MJ BOLTS. 4.4&= 45o MINIMUM. 5. PLACE POLYETHYLENE BETWEEN CONCRETE & PIPE. & - SEE MEGALUGS ,,. , 1 /lo ESS DIA- ee^I ONS nno Qe n VARIABLE 3' MIN. CONCRETE SHALL BE IN CONTACT WITH THIS QUADRANT OF PIPE - • 3 BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A -A e -SEE NOTE 4 A � A PLAN 45o BENDS & - SEE NOTE A w A b: PLAN 22 1/2o BENDS STANDARD DETAILS LAST REVLS'CN. STANDARD DETAILS �`� REVL51a"'� LL STANDARD DETAILS LAST REv'S'a^' Cottage FEBRUARY Cottage FEBRUUARY (�'Otta a FEBRUARY g GATE VALVE AND BOX 2018 g BUTTERFLY VALVE AND BOX 2018 g CONCRETE THRUST BLOCKING 2018 Grove INSTALLATION Glove INSTALLATION Grove NNP°dW „at PLA>E No Wy°PedtY ncet PLA>E No Yro+PedW �a o COTTAGE GROVE, MINNESOTA WAT-3"`P"`°"a COTTAGE GROVE, MINNESOTA WAT-4 COTTAGE GROVE, MINNESOTA WAT-6 48_YIATIM 48_1111 48_WATIlli NOTES: 1. 6"x12" SIGN PANEL - WHITE LETTERS ON GREEN HIP SHEETING WITH WHITE BORDER. 2. U -CHANNEL GALVANIZED POST, MINIMUM 3 LB/FT 6-6" LONG. 3. REQUIRED FOR STRUCTURES LOCATED IN NON -MAINTAINED AREAS AS DIRECTED BY ENGINEER. STANDARD DETAILS LAST REVLSIaV. Cottage STRUCTURE MARKER SIGN FEB018 GUA rove RY �,° pesPe1it%�tat FP—LA- COTTAGE GROVE, MINNESOTA PLA,ENoWAT-10 48_WATt0.DW0 100% CRUSHED LIMESTONE 265/8" 72 17" 347/8" 251/ 177/8" (_ I 693/4" Description IPattem lWeight lConcrete 6' Bench with back Rod (0) 254 15. 16'.10- STANDARD 'x10' STANDARD DETAILS LAST REVLSIaV. Cottage PARK BENCH FEB018RY Grove fe, fl°ypedty Mem aLAIE No. 'e vna°°nd COTTAGE GROVE, MINNESOTA SPECIAL -2 48_SPECIAL2.0111Is 4" CL 261/4" t. I I 33" 10 1/4" 2 3/4"W Description Pattem Weight fConcrete]32-Gallon Flat Top Lid Rod (0) 177 IS. SIAN UAKU Ut IA1LS Cottage TRASH CAN Grove °xe M7de endY..nP°dtY r'Wt � COTTAGE GROVE, MINNESOTA 48_SPED&3.101110 LAST REVLSICM. FEBRUARY 2018 PLA,E No. SPECIAL -3 4" X 4" WOOD MARKER PROPERTY LINE GRADE 15' 7' MINIMUM COVER REQUIRED TAP CORPORATION STOP IN OVER TOP OF WATER MAIN. THE CENTER OF PLUG INSTALL 1" CORPORATION, ALL JOINTS IN THE WATER CURB STOP AND STAND WITH LATERAL STUB SHALL BE 1" COPPER PIG TAIL TO 24" RESTRAINED TO THE TEE. ABOVE GRADE. PROVIDE CONDUCTIVITY COARSE FILTER AGGREGATE STRAP (TYP.). MINIMUM PER MNDOT SPEC. 3149.2.H. 1/16"X3/4" WIDE FLAT COVER WITH MINIMUM 4 MIL. COPPER STRIP. THICKNESS POLYETHYLENE. L TIE RODS 8" CONC. BLOCK KCL 52 DIP TYPICAL. CORPORATION -0 TIE ALL FITTINGS WITH MIN. OF TWO, 3/4" CURB STOP DIAM. GALVANIZED RODS & MEGALUGS. STANDARD DETAILS LAST REVLSI Cottage FEBRUARY Groveotta DIP SERVICE OR DEAD END LINE 2018 Pp°peatY neat PLA>E No emac nna COTTAGE GROVE, MINNESOTA WAT-8 48_WAT&DWIS NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee CONSTRUCTION DETAILS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 57 DESIGNED JDP CHECKED LDP Grove COTTAGE GROVE STANDARD DETAILS ericy neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and Q,OSP St. Paul, MN 55113 PROF. NO. 1803878 wlVstaatl.aom SAP 180-110-013, SAP 180-020-013 547 BACK OF CURB FLOW LINE FRONT OF GUTTER O O" D" PERPENDICULAR Al (D T 011 O (D A TIERED PERPENDICULAR O O" O" O PARALLEL CURB OR VAR. 4' 0'' MIN. CURB AND GUTTER RAMP REQUIRED LANDING A G a ° °.0 0.02 FT/FT. MAX. 6^ > >0.05 FT./FT. AND CONCRETE < 0.083 FT./FT PREFERRED WALK SECTION A—A PERPENDICLILAR/TIERED/DIAGONAL CURB OR CURB AND GUTTER-L,VAR. 4'0'' MIN v4° R. . RAMP REQUIRED LANDING No a AFTMAX 0.02 F a oD 6 CONCRETE > 0.02 FT./FT. AND WALK <— 0.05 FT./FT PREFERRED SECTION B—B 4' Q" MIN. REQUIRED LANDING FAN 1/4" R. I a CURB OR 6" CURB AND GUTTER CONCRETE 0.02 FT./FT. WALK SECTION C—C PARALLEL/DEPRESSED CORNER Lei 3" FANDo MAX. DEPRESSED CORNER P y Q 3 ww mmw y yV Q Q Q 2 3 3 Z Z � � V 2% O !ON -WALKABLE OR ,ALKABLE SURFACE O FLARE S NON -WALKABLE OR 4 WALKABLE SURFACI FLARE MAX. (D T 011 O (D A TIERED PERPENDICULAR O O" O" O PARALLEL CURB OR VAR. 4' 0'' MIN. CURB AND GUTTER RAMP REQUIRED LANDING A G a ° °.0 0.02 FT/FT. MAX. 6^ > >0.05 FT./FT. AND CONCRETE < 0.083 FT./FT PREFERRED WALK SECTION A—A PERPENDICLILAR/TIERED/DIAGONAL CURB OR CURB AND GUTTER-L,VAR. 4'0'' MIN v4° R. . RAMP REQUIRED LANDING No a AFTMAX 0.02 F a oD 6 CONCRETE > 0.02 FT./FT. AND WALK <— 0.05 FT./FT PREFERRED SECTION B—B 4' Q" MIN. REQUIRED LANDING FAN 1/4" R. I a CURB OR 6" CURB AND GUTTER CONCRETE 0.02 FT./FT. WALK SECTION C—C PARALLEL/DEPRESSED CORNER Lei 3" FANDo MAX. DEPRESSED CORNER P y Q 3 ww mmw y yV Q Q Q 2 3 3 Z Z � � V 2% O MAX. WALK p. 8%-10% FLARE NON -WALKABLE OR WALKABLE DIAGONAL SURFACE 2% MAX. 0 SHALL ONLY BE USED AFTER ALL Q' OTHER CURB RAMP TYPES HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL 8%-10% FLARE NOTES LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR) CHANGES DIRECTION, AT THE TDP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0'L, AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2Z. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEE[ VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFAC ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN© BELOW. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISIONS - PROSECUTION OF WORK (ADA). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4' WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24'' IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/TRAIL WIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. O1 MATCH FULL HEIGHT CURB. O2 4' MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. O3 3" HIGH CURB WHEN USING A 3' LONG RAMP, 4" HIGH CURB WHEN USING A 4' LONG RAMP. O4 SEE SHEET 4 OF 6, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES AND RETURNED CURBS, WHEN INITIAL LANDING IS AT FULL CURB HEIGHT. O DETECTABLE WARNINGS MAY BE PART OF THE 4' X 4' MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. © THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL. (TYPICAL FOR ALL) O7 WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. O A 7' MIN TOP RADIUS GRADE BREAK REQUIRED TO BE CONSTRUCTIBLE. O PAVE FULL WALK WIDTH. O "S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.37. OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.07. MINIMUM AND 8.37. MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN COX IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.07. SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PAR X'' CURB HEIGHT WALKABLE SURFACE 6 2 O I 2' MAX O O" LJ ® S ,l ® NON -WALKABLE SURFACE yfZ ,oyG� 0 O3 9F.� S, 0 " 2 O ISP <G 0'' 5' MAX O COMBINED DIRECTIONAL BACK OF CURB FLOW LINE FRONT OF GUTTER IF NON -CONCRETE BLVD. IS CONSTRUCTED AND IS LESS THAN 2' IN WIDTH AT TOP OF CURB TRANSITION, PAVE CONCRETE RAMP WIDTH TO ADJACENT BACK OF CURB. STANDARD ONE-WAY DIRECTIONAL 09 3LE OR ;URFACE BACK OF CURB FLOW LINE FRONT OF GUTTER 9l TO 107. SLOPE DIRECTIONAL RAMP WALKABLE FLARE GRADE RAMP BREAK MAX. 2.02 SLOPE IN ALL DIRECTIONS DETECTABLE WARNING PLACEMENT WHEN 0 SETBACK CRITERIA IS EXCEEDED L2 ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB GUIILR SLOPE SECTION D -D CURB FOR DIRECTIONAL RAMPS 0 6" CONCRETE WALK 3" MINIMUM CLASS 5 AGGREGATE BASE NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR) CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0°X, AND IF THE APPROACHING WALK IS INVERSE GRADE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0'X. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.07.. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TDP GRADE BREAK OF CONCRETE FLARES ADJACENT TD WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CDNSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4' WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATH AND THE ENTIRE PAR WIDTH OF THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 2D FEET. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. SEE NOTES(t)0 &1D FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. O1 MATCH FULL CURB HEIGHT. O2 3" HIGH CURB WHEN USING A 3' LONG RAMP 4" HIGH CURB WHEN USING A 4' LONG RAMP. O3 3" MINIMUM CURB HEIGHT (5.5' MIN. DISTANCE REQUIRED BETWEEN DOMES) 4" PREFERRED (7' MIN. DISTANCE REQUIRED BETWEEN DOMES). O4 THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. OS WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS, AND ADJACENT TO A WALKABLE SURFACE, DIRECTIONAL RAMP FLARES SHOULD BE USED. SEE THE DETAIL ON THIS SHEET. SLOPE © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEW/ IECTIONS LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. 7O MAX. 20Z SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. © BY. TO 10% WALKABLE FLARE. O9 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. 10 FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE, AND 5MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM BACK OF CURB. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. 11 RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. 12 FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB, THE DETECTABLE WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH. THIS ENSURES A DETECTABLE EDGE AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. 13 THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. 14 TO BE USED FOR ALL DIRECTIONAL RAMPS, EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. TYPICAL SIDEWALK SECTION WITHIN INTERSECTION CORNER LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.37 OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0°7 MINIMUM AND 8.3Z MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.07.. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.07. AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0X. LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.D'X SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PAR X" CURB HEIGHT DBOPOLRONT OF GUTTER INSET A INSET A INSET A 13°eo 0 OFRONT OF GUTTER FRONT OF GUTTER ". 14 BACK OF CURB/ 4 7 BACK OF CURB/ 044 O BACK OF CURB/ ° X1/4" FLOW LINE F EDGE OF WALK FLOW LINE EDGE OF WALK FLOW LINE EDGE OF WALK , 2-5% 0 Oq X1/4 4 4 1/4" Oq 4 ° ° < 0 12 z o' 2-3'G 37. 0 ne ap -° °° �° ° - ° - n ° u e- ° ° n o ° n ° ° 7 1/4" e--° ° p a ° ° -° ° 1/4" o o ° 1/4" ° 7 24" S -1v' 24'' �J_ e -I2" 24'' e -Iv' OPTIONAL SILL CURB WHEN SIDEWALK IS PERPENDICULAR ACK FOR CURB MACHINE PLACEMENT AROUND RADIUS NON PERPENDICULAR OT O T CONCRETES BO R ILL TO BE USED ONLY WHEN PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL (REGARDLESS of RAMP TYPE) PECIFIEo IN THE PLAN. INSET B RAMP 6" CONCRETE WALK PROJECTED BACK OF CURB/ ff.E ER FLOW LINE EDGE OF WALK 4 5% MAX. 71'o0 00 1 94" I 8-1z° I T INSET B OUTFLOW GUTTER IS N 20' MAX. RECOMMENDED TO NOT AFFECT PARKING HOLD TANGENT 5' PAST OUTSIDE ZERO 1:3 MIN. TAPER (DOWNSTREAM SIDE) '4" MIN. TO 1/2" MAX. INSET A 1:3 MIN. TAPER 15 PREFERRED TAPER (UPSTREAM SIDE) HOLD TANGENT 5' PAST OUTSIDE ZERO SMALL 2'-10' T �a w w w � o N z w 0 0 u U w zo 0 ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP CUT)II DIRECTION OF TRAFFIC MAIN STREET MILL VERTICN EDGE EXISTING BIT PAVEMENT SAWCUT BIT. PAVEMENT EXISTING BIT. PAVEMENT 0&09 2" BITUMINOUS MILL & PATCH 24'' MIN. VARIABLE DEPTH CONCRETE BASE 2" BIT. PATCH O&0 SAWCUT BIT PAVEMENT EXISTING E PAVEMENT s0&0 REMOVE & REPLACE BIT. PAVEMENT ao a o 2�MIN SAWCUT CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT h 91 ONLY ALLOWED PER ENGINEER'S APPROVAL PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS COMBINED DIRECTIONAL O (COMPOUND RADIUS) NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PARI AT A 2Z MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. O1 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE, PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. 0 FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDED FANS & DEPRESSED CORNERS. BEGIN GUTTER SLOPE TRANSITION 10' OUTSIDE OF ALL CURB RAMPS. 04 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4" 05 ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. 07 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. © SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS. 09 DRILL AND GROUT NO. 4 EPDXY-COATED 18" LONG TIE BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT 1' MINIMUM FROM ALL JOINTS. 00 HELPS PROVIDE TWO SEPARATE RAMPS, REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE. CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. 13 1/2" PREFORMED JOINT FILLER PER MNDOT SPEC. 3702. 14 DIMENSION TO BE SAME AS SIDEWALK THICKNESS, 4" MIN. a a a a a 4 v ONLY ALLOWED PER ENGINEER'S APPROVAL PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS COMBINED DIRECTIONAL O (COMPOUND RADIUS) NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PARI AT A 2Z MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. O1 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE, PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. 0 FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDED FANS & DEPRESSED CORNERS. BEGIN GUTTER SLOPE TRANSITION 10' OUTSIDE OF ALL CURB RAMPS. 04 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4" 05 ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. 07 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. © SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS. 09 DRILL AND GROUT NO. 4 EPDXY-COATED 18" LONG TIE BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT 1' MINIMUM FROM ALL JOINTS. 00 HELPS PROVIDE TWO SEPARATE RAMPS, REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE. CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. 13 1/2" PREFORMED JOINT FILLER PER MNDOT SPEC. 3702. 14 DIMENSION TO BE SAME AS SIDEWALK THICKNESS, 4" MIN. LANDING WALKABLE XWALKABLE FLARE FLARE RAMP WALKABLE WALKABLE SURFACE g-10% 8-10% SURFACE CONCRETE m CONCRETE FLARE FLARE 2 1 2 PAVED FLARES ADJACENT TO WALKABLE SURFACE LANDING NON-WALKABLERAMP NON -WALKABLE SURFACE SURFACE :6 1:6 CONCRETE CONCRETE rFLARE m FLARE V MINIMUM PAVED FLARES ADJACENT TO NON -WALKABLE SURFACE LANDING RAMP NON-WALKABLENON-WALKABLE SURFACE SURFACE 1:6 1:6 GRADEDm GRADED FLARE FLARE GRADED FLARES LANDING CURBDESIGN V SEE PEDESTRIAN RAMP APPROACH NOSE R RETAIL A NON -WALKABLE SURFACE FF 0 MATCH INPLACE CURB HEIGHT 4p@R 3" MINIMUM CURB HEIGHT, 4" PREFERRED � (MEASURED AT FRONT FACE OF CURB) FOR A MIN. 6" LENGTH (MEASURED ALONG FLOW LINE) MATCH INPLACE / CURB HEIGHT DETECTABLE EDGE WITH CURB AND GUTTER RADIAL DETECTABLE WARNING OF !0 EDGE OF ROAD RECTANGULAR DETECTABLE WARNING DETECTABLE EDGE WITHOUT CURB AND GUTTER 1/2 R. VAR. —CURB DESIGN V6" 9" TURF OR - SEE PEDESTRIAN CONCRETE TOP OF GUTTER APPROACH NOSE DETAIL NON -WALKABLE a� as 4 7" SURFACE T SECTION A T RETURNED CURB (5) TURF ORSa�6"� CONCRETThJ TOP OF SIDEWALK a TYPICAL SIDE TREATMENT OPTIONS II TT63.. } SECTION B -B PEDESTRIAN APPROACH NOSE DETAIL (FOR RETURNED CURB SIDE TREATMENT) FACE OF CURB/PROJECTED FACE OF CURB PLACE DETECTABLE WARNINGS ENTIRE DETECTABLE WARNINGS O 12 oe NEAREST RAIL 4' 8.5" - -o CROSSINGe 'SURFACE PEDESTRIAN GATE ARM RAILROAD O GATE ARM 9.5' 4 RAILROAD CROSSING PLAN VIEW NOTES: SEE STANDARD PLATE 7038 AND THIS SHEET FDR ADDITIONAL DETAILS ON DETECTABLE WARNING. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN 8' LONG MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. 1@ 0" CURB HEIGHT. 2@ FULL CURB HEIGHT. 3@ 2' FOR 4" HIGH CURB AND 3' FOR 6" HIGH CURB. 4@ SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS. 5@ TYPICALLY USED FOR MEDIANS AND ISLANDS. © WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. @7 IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL BE PLACED V FROM THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED -USE PATH TO PROVIDE VISUAL CONTRAST. @8 ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS AND UNIFORMLY RISES TO A 3 -INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. @9 DRILL AND GROUT 1- NO. 4 12" LONG REINFORCEMENT BAR (EPDXY COATED) WITH 3" MIN. COVER. RE NFO BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. 10 DRILL AND GROUT 2 - N0. 4 12" LONG REINFORCEMENT BARS (EPDXY COATED) WITH 3" MIN. COVER. REINFDRCEMEN BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. 11 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB Q.E. 6' LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. 12 NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12' MINIMUM TO 15' MAXIMUM FROM THE NEAREST RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' MEASURED PERPENDICULAR TO THE NEAREST RAIL. @3 WHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL, 2' FROM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE@ . @4 CROSSING SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED -USE PATH. 15 3' FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON FREE RIGHT ISLANDS. 16 SIDEWALK TO BE PLACED 8.75' MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN. CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS VARIABLE HEIGHT H 6' 4' MIN. LANDING B DISTANCE FROM APS PUSH 6" WIDE V BUTTON TO EDGE OF SIDEWALK V -CURB MUST NOT EXCEED 10 INCHES 4" PEDESTAL POLE J �� (LINE UP CENTER OF POLE WITH THE BACK OF V -CURB) PLAN VIEW R APs PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) P 0 6" WIDE V -CURB 15" L2 /6" WIDE URB 3D" X 30" SQUARE PEDESTAL FOUNDATION (MUST BE FLUSH WITH THE SURROUNDING WALK) DP OF SECTION B -B SIGNAL PEDESTAL & PUSH BUTTON (V -CURB) V CURB ADJACENT TO BUILDING OR BARRIER CONCRETE CURB DESIGN V CURB HEIGHT H CURB WIDTH W 6" 4" 6" 6" VARIABLE HEIGHT H 6" 4' MIN. LANDING DISTANCE FROM APS PUSH 6„ WIDE BUTTON TO EDGE OF SIDEWALK V -CURB A MUST NOT EXCEED 10 INCHES 6" WIDE V -CURB 4" PUSH BUTTON STATION POLE 1B" WIDE BY 1B" LONG, A MIN. 12" THICK CONCRETE. MODIFY THE PUSH BUTTON PLAN VIEW STATION TO ALLOW A SQUARE FOUNDATION. APS PUSH BU MOUNTING SP (SADDLE ADAF 1B" WIDE CONCRETE MATCH HEIGHT ADJACENT 6" WIDE V -C SECTION A -A PUSH BUTTON STATION (V -CURB) SEMI -DIRECTIONAL RAMP (3,4,9) 3' DOME SETBACK, 4' LONG RAMP AND PUSH BUTTON 9' FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON (DEAD-END SIDEWALK) INSET A EXISTING 'E SIDEWALK DESTRIAN PATH OF TRAVEL LANDING RAMP OT RAMP I\ LENGTH 4.5% O(VAR.) 6.0' (VAR.) INSET A TRANSITION PANEL OO O NOTES: A WALKABLE FLARE IS AN 8-10'Z CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. O1 ENO TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. O2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. O3 EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V -CURB. O4 THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS V LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6' OR THE RUNNING SLOPE IS GREATER THAN 5%, DOUBLE THE CALCULATED TRANSITION LENGTH. OS TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). © EXISTING CROSS SLOPE GREATER THAN 2.07.. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.377. OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.07. MINIMUM AND 8.37. MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 20%. LANDING AREA - 4' X V MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0'Z SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PAR TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE DF TRANSITION SHOULD BE 0.57. PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. CURB LINE AND ROAD CROSSING ADJUSTMENTS J. X. IIN. AAX. EXPANSION MATERIAL PLACEMENT FOR CONCRETE AND BITUMINOUS ROADWAYS OPTIONAL CURB LINE REINFORCEMENT 0 PLACEMENT ON BITUMINOUS ROADWAYS 4 PEDESTRIAN RAMP PEDESTRIAN RAMP UP TO 2.07. 2.OZ MAX. OR UP UP TO 2.OZ 2.OX MAX. OR UP UP TO 2.0% CHANGE TO 4% CHANGE CHANGE TO 97 CHANGE CHANGE FLOW LINE PROFILE "TABLE" — TWIN PERPENDICULARS PEDESTRIAN RAMP UP TO 2.OX 2.B% MAX. OR UP UP TO 2.OZ CHANGE TO 47. CHANGE CHANGE FLOW LINE PROFILE ''TABLE'' — FAN PEDESTRIAN RAMP I PEDESTRIAN RAMP 5.0% MAX. 1.5Y.PREIFERRED 5.0% MAX. 1.5X PREIFERRED 5.OZ MAX. FLOW LINE PROFILE RAISE — TWIN PERPENDICULARS PEDESTRIAN RAMP 1.0% MIN. I.0% MIN. 1.0% MIN. 5.0% MAX. 1.5% PREFERRED 5.0% MAX. FLOW LINE PROFILE RAISE FAN "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2Z CROSS SLOPE WITHIN A CROSSWALK, IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. RECONSTRUCTION PROJECTS: ON FULL PAVEMENT REPLACEMENT PROJECTS "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. MILL & OVERLAY PROJECTS: "TABLING" OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP, IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN GO. WARPING OF THE BITUMINOUS PAVEMENT CAN NDT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 2% OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 1) 1.OZ MIN. CROSS -SLOPE OF THE ROAD 2) 5.07. MAX. CROSS -SLOPE OF THE ROAD 3) "TABLE" FLOW LINE UP TO 40 CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP 4) UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON REPLACEMENT DN CONCRETE ROADWAYS. RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 1) LOO MIN. AND 5.0% MAXIMUM CROSS -SLOPE OF THE ROAD 2) 1.07. MIN. FLOW LINE ION EITHER SIDE OF PEDESTRIAN RAMP) TO MAINTAIN POSITIVE DRAINAGE 3) 5.07. RECOMMENDED MAX. FLOW LINE 4) LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE V" VERTICAL PER 15' HORIZONTAL PLAN VIEW 12" MIN. SIDIEW ANK MAXI REP[ DA CEM ENT SIDEWALK SAW CONCRETE SIDEWALK FULL DEPTH ON EXISTING JOINT (INCIDENTAL) PROFILE VIEW TT Ti2 2 6" 4" SIDWALK (TYPICAL) OPTIONAL SIDEWALK REINFORCEMENT SIDEWALK REINFORCEMENT TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. 36" MA%. 7 ZPROPDS�D PAR D GUTTER Tie PROPOSED CURB AND GUTTER EXISTING CURB e a AND GUTTER aa. 3" MIN. 3" MIN. a o 0 SAWCUT FOR USE ON CURB RAMP RETROFITS CURB AND GUTTER REINFORCEMENT OPTIONAL CURB LINE REINFORCEMENT DETAILS 00 61 36" 36" SEPAHA I E LAIV DIN(; 1 POUR REINFORCEMENT 0 36" MAX. LANDING 36" MAX. 12'' 12" 3" NOTES: O1 TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 27.) SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. O2 DRILL AND GROUT NO. 4 12" LONG REINFORCEMENT BARS AT 36" MAXIMUM CENTER TO CENTER (EPDXY COATED). BARS TO BE ADJUSTED TO MATCH RAMP GRADE. O3 DRILL AND GROUT 2 - NO. 4 X 12" LONG REINFORCEMENT BARS (EPDXY COATED). REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. ® THIS OPTIONAL CURB LINE REINFORCEMENT DETAIL SHOULD ONLY BE USED ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN. OS 1/2 IN. PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC. 3702. ©� A LS% 09 5.0' PAR O8 NDN -WALKABLE 0 NON -WALKABLE SURFACE SURFACE 6" D A-J PERPENDICULAR DRIVEWAY 0 6" 3" Oil i Oil 3" 6" TIERED PERPENDICULAR DRIVEWAY 02 1.5' MINIMUM 4' PREFERRED (4" HIGH CURB) 6' PREFERRED (6" HIGH CURB) B'' -12'' © APRON R 5.0' MIN 0 8" 1L�2 PAR 5.0' �8 PAR SECTION A -A VARIABLE TIE-IN 0 F WALKABLE 0 O SURFACE 6" 3" 0" 5.0' PAR® r0 F 0 WALKABLE SURFACE 4 O" 3" 6" TIERED PERPENDICULAR OFFSET DRIVEWAY VARIABLE TIE-IN SECTION B -B L MATCH INPLACE DRIVEWAY MATERIAL 6" Oil Oil MATCH INPLACE DRIVEWAY MATERIAL PARALLEL DRIVEWAY 6" NOTESe IN NO CASE SHALL SIDEWALK PROFILES EXCEED 5.07., EXCEPT SIDEWALK PROFILES CAN MATCH ROADWAY GRADE IF ROADWAY GRADE IS GREATER THAN 5.07.. RAMPS FOR DRIVEWAYS ARE REQUIRED TO FOLLOW THE ABOVE SIDEWALK CRITERIA. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PEDESTRIAN ACCESS ROUTE (PAR). 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. DRIVEWAY TYPES FROM MOST PREFERRED TO LEAST PREFERRED ARE AS FOLLOWS: PERPENDICULAR, TIERED PERPENDICULAR, TIERED PERPENDICULAR OFFSET & PARALLEL. O1 TO BE USED WHEN THE DRIVEWAY PAR IS LEVEL WITH OR ABOVE THE TOP OF CURB, RESULTING IN A CONTINUOUS PAR PROFILE. O2 TO BE USED WHEN THE DRIVEWAY PAR IS BELOW THE ROADWAY CURB HEIGHT. THIS DRIVEWAY TYPE CAN BE USED FOR BOTH PAVED lAS SHOWN) AND GRASS BOULEVARDS. O3 SHOULD BE USED FOR NEGATIVE SLOPED DRIVEWAYS. DW CURB TYPE 2 CURB SHOULD BE USED TO RAISE PAR ABOVE GUTTER AND REDUCE ''ROLLER COASTER'' EFFECT. 4" HIGH ROADWAY CURB SHOULD BE USED TO REDUCE ''ROLLER COASTER" EFFECT ESPECIALLY WHEN MULTIPLE DRIVEWAYS ARE PRESENT. O4 TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. OS 87. MAX. PREFERRED, 1OX MAX. FOR COMMERCIAL AND 1211. MAX. FOR RESIDENTIAL. SEE GENERAL NOTES ON SHEET 2 FOR MORE INFORMATION. © 8% MAX. PREFERRED, SEE SHEET 2 FOR MORE INFORMATION. 07 1:3 MIN. 1:5 PREFERRED FOR DRIVEWAY RETROFIT PROJECTS. 1:10 PREFERRED FOR SIDEWALK REPLACEMENT PROJECTS. OB 5.0' MIN. PAR WIDTH IS THE STANDARD THROUGH DRIVEWAYS. IF FEASIBLE WIDEN DRIVEWAY PAR WIDTH TO MATCH APPROACHING SIDEWALK PAR WIDTHS. IN VERTICALLY CONSTRAINED AREAS PAR WIDTHS CAN INCREMENTALLY BE REDUCED TO 4.5' OR 4' MIN AFTER ALL OTHER OPTIONS HAVE BEEN APPLIED. THE PEDESTRIAN ACCESS ROUTE, MAY NOT EXCEED 0.02 FT./FT. AS CONSTRUCTED. �0 SIDEWALK OFFSET TO BE LESS THAN OR EQUAL TO HALF THE APPROACHING SIDEWALK WIDTH. 11 VALLEY GUTTER APRON TO BE POURED INTEGRAL WITH THE CURB AND GUTTER. SEE SHEET 2 FOR MORE INFORMATION. ® SEE SHEET 2 FOR CURB TYPE INFORMATION. 6" 3" 0" 0" 3" 6" VALLEY GUTTER DRIVEWAY 11 ARIABLE VARIABLE 5,0' O8 VARIABLE GUTTER CURB PAR TIE-IN PAN APRON >-.,, i SECTION C -C L MATCH INPLACE DRIVEWAY MATERIAL LEGEND INDICATES DRIVEWAY RAMP - SLOPE SHALL II BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% X'' CURB HEIGHT (INCHES) 'y B 0 _ 1.5Z 09 5.0' MIN. 0 4 4 VARIABLE TIE-IN SECTION B -B L MATCH INPLACE DRIVEWAY MATERIAL 6" Oil Oil MATCH INPLACE DRIVEWAY MATERIAL PARALLEL DRIVEWAY 6" NOTESe IN NO CASE SHALL SIDEWALK PROFILES EXCEED 5.07., EXCEPT SIDEWALK PROFILES CAN MATCH ROADWAY GRADE IF ROADWAY GRADE IS GREATER THAN 5.07.. RAMPS FOR DRIVEWAYS ARE REQUIRED TO FOLLOW THE ABOVE SIDEWALK CRITERIA. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PEDESTRIAN ACCESS ROUTE (PAR). 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. DRIVEWAY TYPES FROM MOST PREFERRED TO LEAST PREFERRED ARE AS FOLLOWS: PERPENDICULAR, TIERED PERPENDICULAR, TIERED PERPENDICULAR OFFSET & PARALLEL. O1 TO BE USED WHEN THE DRIVEWAY PAR IS LEVEL WITH OR ABOVE THE TOP OF CURB, RESULTING IN A CONTINUOUS PAR PROFILE. O2 TO BE USED WHEN THE DRIVEWAY PAR IS BELOW THE ROADWAY CURB HEIGHT. THIS DRIVEWAY TYPE CAN BE USED FOR BOTH PAVED lAS SHOWN) AND GRASS BOULEVARDS. O3 SHOULD BE USED FOR NEGATIVE SLOPED DRIVEWAYS. DW CURB TYPE 2 CURB SHOULD BE USED TO RAISE PAR ABOVE GUTTER AND REDUCE ''ROLLER COASTER'' EFFECT. 4" HIGH ROADWAY CURB SHOULD BE USED TO REDUCE ''ROLLER COASTER" EFFECT ESPECIALLY WHEN MULTIPLE DRIVEWAYS ARE PRESENT. O4 TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. OS 87. MAX. PREFERRED, 1OX MAX. FOR COMMERCIAL AND 1211. MAX. FOR RESIDENTIAL. SEE GENERAL NOTES ON SHEET 2 FOR MORE INFORMATION. © 8% MAX. PREFERRED, SEE SHEET 2 FOR MORE INFORMATION. 07 1:3 MIN. 1:5 PREFERRED FOR DRIVEWAY RETROFIT PROJECTS. 1:10 PREFERRED FOR SIDEWALK REPLACEMENT PROJECTS. OB 5.0' MIN. PAR WIDTH IS THE STANDARD THROUGH DRIVEWAYS. IF FEASIBLE WIDEN DRIVEWAY PAR WIDTH TO MATCH APPROACHING SIDEWALK PAR WIDTHS. IN VERTICALLY CONSTRAINED AREAS PAR WIDTHS CAN INCREMENTALLY BE REDUCED TO 4.5' OR 4' MIN AFTER ALL OTHER OPTIONS HAVE BEEN APPLIED. THE PEDESTRIAN ACCESS ROUTE, MAY NOT EXCEED 0.02 FT./FT. AS CONSTRUCTED. �0 SIDEWALK OFFSET TO BE LESS THAN OR EQUAL TO HALF THE APPROACHING SIDEWALK WIDTH. 11 VALLEY GUTTER APRON TO BE POURED INTEGRAL WITH THE CURB AND GUTTER. SEE SHEET 2 FOR MORE INFORMATION. ® SEE SHEET 2 FOR CURB TYPE INFORMATION. 6" 3" 0" 0" 3" 6" VALLEY GUTTER DRIVEWAY 11 ARIABLE VARIABLE 5,0' O8 VARIABLE GUTTER CURB PAR TIE-IN PAN APRON >-.,, i SECTION C -C L MATCH INPLACE DRIVEWAY MATERIAL LEGEND INDICATES DRIVEWAY RAMP - SLOPE SHALL II BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% X'' CURB HEIGHT (INCHES) CURB BACK 1" DW CURB STANDARD STANDARD CURB AT DRIVEWAY L1 L2 CURB BACK ;LINE W E2 S2 E3 E4 S1 SECTION A -A (RTTTR Tn pRFvrnii� gkFFT) UW LTJHB YF'E 2 VERTICALLY CONSTRAINED 7B BACK UW LUHd I YF'E 5 3 BACK L3 FLOW E2 ES LINE S3 E5 S2 S3 _ ... MLrLR IU rRLV UUP >MLL (HLh LH IU PHLVIUUS SHLLII DRIVEWAY TABUEATIONO ALIGNMENT STATION SIDE DRIVEWAY TYPE CURB TYPE S E1 E2 L1 S1 E3 L2 S2 �z E4 L3 S3 EXISTING E5 COMMENTS FT % FT 7. FT 7. 7 65TH - EB 120+40 RT PERP. DW 978. D9 978.17 4.0 -5.07. 977.97 8.0 -1.5Z 977.85 27.6 -7.83'% 3.24'% 975.68 65TH - EB 121+30 RT PERP. DW 977.12 977.20 4.0 -5.07. 977.00 8.0 -1.5Y. 976.88 22.3 -13.907. 3.387. 973.78 vAs wj VALLEY GUTTER CURB OTHER CURB HEIGHTS & CURB APRON LENGTHS CAN BE USED 0Lf YL•I NOTES: DW CURB STANDARD SHALL BE USED WHEN THE DRIVEWAY ACTS AS A PEDESTRIAN RAMP. THE MAX. APRON SLOPE MUST ADHERE TO ADA CRITERIA AS WELL. DW CURB STANDARD SHOULD BE USED IF THERE IS ON STREET PARKING. WHERE ROADWAY DRAINAGE IS A CONCERN (NEGATIVE SLOPED APRON) DW CURB TYPE 2 CAN BE USED TO HELP KEEP THE WATER ON PUBLIC RIGHT OF WAY. S1 8'Z MAX PREFERRED, 107. MAX. COMMERCIAL AND 127. MAX. RESIDENTIAL. IF EXISTING GRADES ARE STEEPER 00 NOT MAKE GRADES APPRECIABLY WORSE BY USING BEST PRACTICES SUCH AS DRIVEWAY CURB HEIGHTS, EXTENDING L3 AND/ OR STEEPEN S3. DW CURB TYPE 3 SHALL ONLY BE USED IN EXTREME TIE-IN CASES. S3 B7. MAX PREFERRED, IF THIS SLOPE IS EXCEEDED OR IS CONTINUED FOR MORE THAN 5' ANALYZE THE NEED FOR VERTICAL CURVE(S). SEE ROAD DESIGN MANUAL, CHAPTER 5, FOR GEOMETRIC DESIGNS OF DRIVEWAYS. O1 EXAMPLE SHOWN TO BE INCLUDED IN PLAN FOR EACH DRIVEWAY. O SHOULD BE DESIGNED AT 1.5X. DW CURB STANDARD SHALL BE THE STARTING POINT FOR ALL PERPENDICULAR AND TIERED DRIVEWAYS. DW CURB TYPES 2 AND 3 SHALL ONLY BE USED AFTER UTILIZING BEST PRACTICES SUCH AS MAXIMIZING S1, S3, AND L3. 6 IN. W/ OUADRAK PERPENDICULAF DRIVEWAY PERPENDICULAR DRIVEWAY TIERED PERPENDICULAR DRIVEWAY RESIDENTIAL ENTRANCE 04 COMMERCIAL/ALLEY ENTRANCE 04 O I PARALLEL DRIVEWAY TIERED PERPENDICULAR OFFSET DRIVEWAY O VARIABLE J Ate/ HALF PLAN PERSPECTIVE PERPENDICULAR DRIVEWAYS WITH GRASS BOULEVARDS j0 ENTRANCE 1/4" DEPTH A JOINT C & G e�F' 5 O VARIABLE J HALF PLAN PERSPECTIVE PERPENDICULAR DRIVEWAYS WITH CONCRETE BOULEVARDS AND ALL TIERED DRIVEWAYS 6" CONCRETE WALK 3" MINIMUM CLASS 5 AGGREGATE BASE a - a _ a o..° ae a o.a e. a oa SECTION THRU CURB RAMP O 0.015 FT./FT. TYPICAL TOWARD ROADWAY 1/4'' R. (T Y P.) 4 L VARIABLE WIDTH 0 J 1/4" R. 0.06 FT./FT. \ SLOPE SECTION THRU WALK DRIVEWAY PAVEMENT LENGTH VARIES " 0 5.0 FT. 0.015 FT./FT. SECTION A -A SECTION THRU DRIVEWAY NOTES: TO MINIMIZE SIDEWALK "ROLLER COASTER" EFFECT IT IS DESIRABLE TO KEEP THE PAR ELEVATION CONTINUOUS OR AT LEAST IN THE UPPER HALF OF CURB HEIGHT. 4" HIGH CURB SHOULD BE USED INSTEAD OF 6" HIGH CURB TO HELP THIS PROBLEM WHEN APPLICABLE. 4" HIGH ADJACENT CURB IS PREFERRED WHEN BOULEVARDS 4' OR LESS ARE PRESENT MEASURED FROM THE BACK OF CURB. WHEN THE DRIVEWAY IS SLOPING DOWN FROM THE ROADWAY (NEGATIVE) 4" HIGH ADJACENT CURB SHOULD ALSO BE USED. SEE ROAD DESIGN MANUAL, CHAPTER 5, FOR GEOMETRIC DESIGN OF DRIVEWAYS. O1 1/2 IN. PREFORMED JOINT FILLER MATERIAL PER MnDOT SPEC. 3702, EXCEPT AT GRASS BOULEVARDS. O2 TRANSITION DRIVEWAY THICKNESS TO WALK THICKNESS. O3 TRANSITION CURB RAMP THICKNESS TO WALK THICKNESS. O4 MATCH INPLACE DRIVEWAY WIDTH, MATERIAL TYPE AND THICKNESS. OS TIE ONLY IF ADJACENT SECTIONS ARE NOT POURED MONOLITHICALLY. SEE SECTION A -A. © FORM CONTRACTION JOINT AS NEEDED TO PRODUCE APPROXIMATELY SQUARE PANELS (MAXIMUM WIDTH 15 FT. BETWEEN JOINTS). (1) 5.0' MIN. PAR WIDTH IS THE STANDARD THROUGH DRIVEWAYS. IF FEASIBLE WIDEN DRIVEWAY PAR WIDTH TO MATCH APPROACHING SIDEWALK PAR WIDTHS. IN VERTICALLY CONSTRAINED AREAS PAR WIDTHS CAN INCREMENTALLY BE REDUCED TO 4.5' OR 4' MIN AFTER ALL OTHER OPTIONS HAVE BEEN APPLIED. ® THE PEDESTRIAN ACCESS ROUTE CROSS -SLOPE, SHALL NOT EXCEED 0.02 FT./FT. AS CONSTRUCTED. 09 87. TO 10Z FLARES SHALL BE USED WHEN ADJACENT TO WALKABLE SURFACES AND FOR ALL TIERED DRIVEWAYS WITH GRASS BOULEVARDS. 1:10 MIN. SIDEWALK OFFSET TAPER REQUIRED FOR SIDEWALK REPLACEMENT PROJECTS. 1,3 MIN. AND 1:5 MIN. PREFERRED SIDEWALK OFFSET TAPER FOR DRIVEWAY REPLACEMENT. 11 LANDING REQUIRED, SEE NEXT SHEET FOR MORE INFORMATION. 1/4" R. SIDEWALK PAR PROFILE MAX 5Z LONGITUDINAL SLOPE (POSITIVE OR NEGATIVE) LANDING MAX 27. CROSS SLOPE SIDEWALK PAR PROFILE MAX 57. LONGITUDINAL SLOPE (POSITIVE OR NEGATIVE) LATCH SIDE O OF DOOR DOORWAY A --I DOORWAY WIDTH + PLAN VIEW DOORWAY SECTION VIEW B -B HINGE SIDE OF DOOR FACE OF BUILDING (ABOVE DOORWAY) WALK TO MEET FLUSH WITH BOTTOM OF DOORWAY THRESHOLD 4'' WALK DOORWAY BUILDING FACE ALcovE PLAN VIEW DOORWAY WITH ALCOVE 1.5 LANDING AREA SIDEWALK LANDING REQUIREMENTS 01 DOORWAY THRESHOLD FACE OF B SEAL JOINT WITH APPROVED - ''CLEAR OR GREY IN COLOR" SILICONE VARIABLE 1/4" RADIUS 4'' OR G'' CONCRETE WALK 1/2'' PREFORMED JOINT MATERIAL BUILDING JOINT SEAL (INCIDENTAL) DOWNTOWN SIDEWALK TYPICAL SECTION X BUILDING SECTION VIEW A -A FOUNDATION NOTES: FIELD ADJUST SIDEWALK PROFILES TO MEET ALL DOORWAY THRESHOLDS. SIDEWALK MUST MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING TO THE ROADWAY. SEE SPECIAL PROVISIONS FOR SILICONE SPECIFICATIONS. O1 LANDING CRITERIA IS REQUIRED FOR ALL DOORS, PRIVATE WALKS AND STEPS. �2 18'' MIN. WHEN DOOR SWINGS OUTWARD FROM BUILDING. 12'' MIN WHEN DOOR SWINGS INWARD FROM BUILDING. O3 6' MIN. PAR REQUIRED WHEN ADJACENT TO BUILDINGS. �4 2/3 PAR TO 1/3 BOULEVARD SHOULD BE USED WHEN FEASIBLE. O5 17.-57. FOR THE MAJORITY OF THE BLOCK, WITH EXCEPTIONS UP TO B7. IN CONSTRAINED AREAS. 107. MAX. FOR SHORT SECTIONS ALLOWED TO ACCOUNT FOR FIELD TOLERANCES. © FURNISH AND INSTALL BACKER ROD OF APPROPRIATE DIAMETER. O7 TO MINIMIZE VIBRATION AND ROLLING RESISTANCE, AREA SHOULD BE FREE OF PAVERS, STAMPED CONCRETE, AND/OR EXCESSIVE JOINTING. ® 27. MAX. PER BUILDING CODE. IF GREATER THAN 27., FLATTEN AS FEASIBLE. LEGEND LANDING - ALL SLOPES TO BE LESS THAN 2% OPTIONAL AESTHETIC TREATMENT roz 0 x� aW w� Sa U� �U �N oW w �S zi 5' MIN. CENTERED ON DOORWAY PLAN VIEW DOORWAY WITH ALCOVE 1.5 LANDING AREA SIDEWALK LANDING REQUIREMENTS 01 DOORWAY THRESHOLD FACE OF B SEAL JOINT WITH APPROVED - ''CLEAR OR GREY IN COLOR" SILICONE VARIABLE 1/4" RADIUS 4'' OR G'' CONCRETE WALK 1/2'' PREFORMED JOINT MATERIAL BUILDING JOINT SEAL (INCIDENTAL) DOWNTOWN SIDEWALK TYPICAL SECTION X BUILDING SECTION VIEW A -A FOUNDATION NOTES: FIELD ADJUST SIDEWALK PROFILES TO MEET ALL DOORWAY THRESHOLDS. SIDEWALK MUST MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING TO THE ROADWAY. SEE SPECIAL PROVISIONS FOR SILICONE SPECIFICATIONS. O1 LANDING CRITERIA IS REQUIRED FOR ALL DOORS, PRIVATE WALKS AND STEPS. �2 18'' MIN. WHEN DOOR SWINGS OUTWARD FROM BUILDING. 12'' MIN WHEN DOOR SWINGS INWARD FROM BUILDING. O3 6' MIN. PAR REQUIRED WHEN ADJACENT TO BUILDINGS. �4 2/3 PAR TO 1/3 BOULEVARD SHOULD BE USED WHEN FEASIBLE. O5 17.-57. FOR THE MAJORITY OF THE BLOCK, WITH EXCEPTIONS UP TO B7. IN CONSTRAINED AREAS. 107. MAX. FOR SHORT SECTIONS ALLOWED TO ACCOUNT FOR FIELD TOLERANCES. © FURNISH AND INSTALL BACKER ROD OF APPROPRIATE DIAMETER. O7 TO MINIMIZE VIBRATION AND ROLLING RESISTANCE, AREA SHOULD BE FREE OF PAVERS, STAMPED CONCRETE, AND/OR EXCESSIVE JOINTING. ® 27. MAX. PER BUILDING CODE. IF GREATER THAN 27., FLATTEN AS FEASIBLE. LEGEND LANDING - ALL SLOPES TO BE LESS THAN 2% OPTIONAL AESTHETIC TREATMENT ROUND OUT CUT CONTOURING ROAD CUTS CL ROADWAY 20' DESIRABLE CONSTRUCTION -�� LIMITS ROW LINE 51 511 JpP 1:6 VAR ROUNDING SHOULDERS AND BACKSLOPES CL ROADWAY 5' 5' SHAPING FOR DRAINAGE ALONG THE TOE OF FILL SLOPES ROADWAY BITUMINOUS SHOULDER VARIES SEE TYPICAL SECTIONS SHOULDER BASE AGGREGATE 1ST STAGE CONSTRUCTION 1" (WHEN SOD IS PLACED) 2ND STAGE CONSTRUCTION r SOD OR SEED & MULCH TOPSOIL 3" MIN. TOPSOIL SHAPING AND TOPSOILING INSLOPES 6' 0" MIN. TOP OF SOD EVEN SHOULDER CURB 1 1 /—WITH TOP OF CURB JL TOP OF TOPSOIL 1 INCH BELOW TOP OF CURB SHAPING ADJACENT TO CURBS WHEN SOD IS PLACED NOTES: SEE SPEC. 2575.3 FOR ADDITIONAL INFORMATION. (D CONSTRUCT TAPER AS DIRECTED BY THE ENGINEER. PLAN VIEW DITCH NORMAL DITCH OPEOPE FT y BOTTOM B' O" DESIRABLE 0 0 'D 1' O" 1R' 0" MIN. Soo WIDTH 1' O" EXTEND soo AT 12'INTERVALS SODDED DITCH CROSS SECTION WHERE FRONT OR BACK SLOPE IS FLAT (LESS THAN 1/2"/FT.) , FIRST NOTCH DITCH AND THEN PROVIDE ROUNDING. THEORETICAL DITCH GRADE FLOW F�°w, �ExTENo soo FINISHED DEPRESSED d GP1ZS.�P� 3" MIN. INTO SODDED DITCH GRADE o ' TOPSOIL FLOW DITCH PROFILE SODDED DITCH DETAILS C NORMAL BACK SLOT PLAN VIEW — EXTEND Soo AT 12' INTERVALS SECTION A -A TOP OF BACK SLOPE APNUl CE OF DITCHNORMAL VARIABLE BACKSLOPE 'ol FLOW EXTEND SOD PAST OE OF _ CE APPROX. 8'� gACKSLOPE UMS EXTEND soo 3" MIN. INTO TOPSOIL _ _ _ 1FINISHED DEPRESSED SODDED FLUME SECTION B -B SODDED FLUME DETAILS P.I. P.I. E SECTION A -A TOP OF BACK SLOPE APNUl CE OF DITCHNORMAL VARIABLE BACKSLOPE 'ol FLOW EXTEND SOD PAST OE OF _ CE APPROX. 8'� gACKSLOPE UMS EXTEND soo 3" MIN. INTO TOPSOIL _ _ _ 1FINISHED DEPRESSED SODDED FLUME SECTION B -B SODDED FLUME DETAILS 0 R A EROSION C BLANKET SHOWN RINn (SPEC. 38E STAPLED I MAXIMUM INTERVALS EROSION CONTROL BLANKET & SEED DETAIL SODDING DETAIL C TAMP AND FILL TRENCH WITH SOIL C TAMP AND FILL TRENCH WITH SOIL CULVERT INLET APRON OO SOD OR EROSION CONTROL BLANKET (SQ. YDS.) CULVERT DIAMETER O CIRCULAR AND ARCH PIPE METAL APRON (PLATE 3123, PLATE 3122) CIRCULAR AND ARCH PIPE CONCRETE APRON (PLATE 3100, PLATE 311D) CIRCULAR AND ARCH PIPE METAL SAFETY APRON 1:4 SLOPE (PLATE 3148) CIRCULAR AND ARCH PIPE METAL SAFETY APRON 1:6 SLOPE (PLATE 3148) CIRCULAR CORRUGATED METAL PIPE SAFETY APRO 1:6 SLOPE (PLATE 3128) CIRCULAR CORRUGATED METAL PIPE SAFETY APRO 1:4 SLOPE (PLATE 31281 "A" "B" "C" "D" 15" 9 9 8 8 N/A N/A 3' 1.5' 3' 13' 18" 13 12 12 14 16 N/A 3' 3' 3' 16' 21" 14 14 14 16 18 14 3 3' 3' 17' 24'' 16 15 16 19 21 17 3' 3' 3' 18' 27" N/A 20 N/A N/A N/A N/A 3' 4.5' 3' 20' 30'' 23 22 25 30 32 N/A 3' 4.5' 3' 22' 36" 34 34 39 48 51 37 4.5' 4 5' 4 5' 27' 42" 43 40 51 64 N/A N/A 4.5' 6' 4.5' 30' 48" 54 50 66 82 N/A N/A 4.5' 7.5' 9.5' 34' 54" 65 58 81 102 N/A N/A 4.5' 9' 4.5' 37' 60" 69 59 91 115 N/A N/A 4.5' 9' 9.5' 39' 66" 69 63 N/A N/A N/A N/A 4.5' 9' 4.5' 39' 72'' 1 78 72 99 122 N/A N/A 4.5' 10.5' 4.5' 1 41' CULVERT OUTLET APRONG SOD OR EROSION CONTROL BLANKET (SO. YDS.) CULVERT DIAMETER 2 CIRCULAR AND ARCH PIPE METAL APRON (PLATE 3123, PLATE 3122) CIRCULAR AND ARCH PIPE CONCRETE APRON (PLATE 3100, PLATE 3110) CIRCULAR AND ARCH PIPE METAL SAFETY APRON 1:4 SLOPE (PLATE 3148) CIRCULAR AND ARCH PIPE METAL SAFETY APRON 1:6 SLOPE (PLATE 3148) CIRCULAR CORRUGATED METAL PIPE SAFETY APROP 1:6 SLOPE (PLATE 3128) CIRCULAR CORRUGATED METAL PIPE SAFETY APRD 1:4 SLOPE (PLATE 31281 A'' ''B'' ''C'' D.. 15" 10 10 9 10 N/A N/A 4.5' 1.5' 3' 13' 18" 13 13 12 14 15 N/A 6' 1.5' 3' 14' 21" 16 19 16 18 19 15 6' 1.5' 3' 15' 24" 18 is 18 21 22 18 7.5' 1.5' 3' 16' 27" N/A 19 N/A N/A N/A N/A 7.5' 1.5' 3' 17' 30" 23 23 24 28 29 N/A 9' 1.5' 3' 18' 36" 36 35 38 47 48 37 10.5' 1.5' 4.5' 23' 42" 43 90 47 58 N/A N/A 12' 1.5' 9.5' 25' 48" 50 46 57 70 N/A N/A 13.5' 1.5' 4.5' 27' 59" 57 50 67 84 N/A N/A 15' 1.5' 4.5' 29' 60" 74 63 90 113 N/A N/A 16.5' 1.5' 6' 33' 66" 75 67 N/A N/A N/A N/A 16.5' 1.5' 6' 33' 72" 77 70 92 114 N/A N/A 16.5' 1.5' 6' 34' NOTESe AREA SHOWN IN SQUARE YARDS IS FOR ONE CULVERT END. QUANTITIES ARE CALCULATED TO INCLUDE SOD REQUIRED TO PROVIDE A 3'' OVERLAP ON ALL 18'' WIDE ROLLS. THIS ALLOWS FOR SHRINKAGE OF THE SOD. FOR PIPE ARCHES USE EQUIVALENT PIPE DIAMETER TO APPROXIMATE AREA. FOR CORRUGATED POLYETHYLENE PIPE METAL APRON (PLATE 3129), USE THE METAL APRON COLUMN (PLATE 3123). AREAS AND DIMENSIONS ARE APPROXIMATE AND ARE BASED ON APRON SIDE SLOPES OF NO STEEPER THAN 1:2, UNLESS INDICATED AS FOR SAFETY APRONS. CARE SHOULD BE TAKEN IN SELECTING SOD TO STABILIZE THE APRON. RIP -RAP SHOULD BE USED FOR FLOW VELOCITIES GREATER THAN 6 FPS. O1 ADDITIONAL QUANTITIES MAY BE SHOWN IN THE PLAN OR REQUIRED BY THE ENGINEER. O2 FOR ARCH PIPE USE CLOSEST CIRCULAR PIPE DIAMETER AND APRON SLOPE. (DIAMETERS LARGER THAN 72 REQUIRE SPECIAL DESIGNS.) 1 IN. X 2 IN. X 24 IN. LONG WOODEN 1 IN. X 2 IN. X 24 IN. LONG WOODEN STAKES. STAKES SHALL BE DRIVEN STAKES AS NEEDED. STAKES SHALL BE THROUGH THE BACK HALF OF THE SEDIMENT DRIVEN OVER THE SEDIMENT CONTROL LNEMBEDMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE WITH THE TOP OF THE STAKE POINTING O1 TOP OF THE STAKE POINTING®PSTREAM CONTROL LOG UPSTREAM. STANDING NOTESe — WATER Q533 G — WATER FLOW ( T/, FLOW EMBED BALES 4 IN. INTO GROUN Lq IN O1 SPACE BETWEEN STAKES SHALL BE A MAXIMUM OF 1 FOOT FOR DITCH CHECKS OR 2 FEET BACKFILL AND COMPACT SOIL FROM 8IN. — 10 IN. EMBEDMENT DEPTH 6 IN. STAPLES AT 1 FT. O.C. FOR OTHER APPLICATIONS. TRENCH ON UPGRADIENT SIDE OF METHOD BLANKET METHOD (ALTERNATE) O PLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGS PLACED ON SEDIMENT CONTROL LOG B IN. — 10 PLACE SEDIMENT CONTROL BALE BARRIERS 0 0 TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS WHERE STANDING WATER OCCURS (6 INCH LOG IN SHALLOW TRENCH MAX. DEPTH). BALES SHALL CONSIST OF TYPE 1 MULCH OF APPROXIMATELY 14 IN. X 18 IN. X 36 (1 TO 2 IN. DEPTH) IN. LONG. BALES SHALL BE PLACED ON EDGE AND BUTTED TIGHT TO ADJACENT BALES. 0 TYPES: WOOD CHIP, COMPOST, OR ROCK TYPES: STRAW, WOOD FIBER, OR COIR PLACE STAKE THROUGH BALE AND BLANKET. Sediment CONTROL IogS r COARSE FILTER ACGREGATE LL2 SLOPE (TYP) CLASS II RIPRAP CLASS I RIPRAP DITCH WATER 2 FT. DITCH PROFILE 2 FT. PROFILE FLOW B FT. TYPE IV GEOT EXTILE 5 FT. TYPE IV GEOTEXTILE ALONG BOTTOM ALONG BOTTOM OF FILTER BERM OF FILTER BERM TYPE 3 (ROCK WEEPER) TYPE 5 (ROCK) ■I■Ii.�.li.�R. COMPOST, SLASH MULCH, OR TOPSOIL DITCH MIN. PROFILE 4 FT. MIN. TYPE 1 (COMPOST), TYPE 2 (SLASH MULCH), OR TYPE 4 (TOPSOIL) TWO 2 IN. X 2 IN. WOOD STAKES OR REINFORCING BARS IN CATEGORY 3 EROSION CONTROL EACH BALE EMBEDDED 10 INCHES _ =. BLANKET (6 FTWIDE MIN0 . q MINIMUM IN THE GROUND. _ _ FLOW — = STANDING FLOW — STANDING NOTESe — WATER — WATER — T/, SEE SPECS. 2573, 3149, 3874, 3BB2, 3886, & 3B97. EMBED BALES 4 IN. INTO GROUN Lq IN O1 SPACE BETWEEN STAKES SHALL BE A MAXIMUM OF 1 FOOT FOR DITCH CHECKS OR 2 FEET 6 IN. STAPLES AT 1 FT. O.C. FOR OTHER APPLICATIONS. EMBEDMENT METHOD BLANKET METHOD (ALTERNATE) O PLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGS PLACED ON SLOPES OR AS NEEDED DUE TO OTHER FACTORS. STAKES SHALL BE INCIDENTAL. BALE BARRIERS 0 0 TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS WHERE STANDING WATER OCCURS (6 INCH MAX. DEPTH). BALES SHALL CONSIST OF TYPE 1 MULCH OF APPROXIMATELY 14 IN. X 18 IN. X 36 IN. LONG. BALES SHALL BE PLACED ON EDGE AND BUTTED TIGHT TO ADJACENT BALES. 0 INSTEAD OF TRENCHING, PLACE BALE ON THE BLANKET AND WRAP BLANKET AROUND THE BALE. PLACE STAKE THROUGH BALE AND BLANKET. BREAKAWAY CONNECTION PVC PIPE ANTIVORTEX Roo, 5/B" MIN. DIA.. CONNECT TO STANDPIPE AND SET PARALLEL TO FLOW PLAN VIEW PERFORATED STANDPIPE 1" HOLES SPACED WRAPPED WITH 8" - 10" ON CENTER GEOTEXTILE , O5 CUT OPENING IN d + 12" STANDPIPE TO FIT HORIZONTAL PIPE I L• BREAK AWAY CONNECTION J 2' 0" m ELEVATION VIEW OF CULVERT INSTALLATION INSERT 1/3 DIAMETER OF RISER PIPE BREAK AWAY CONNECTION CULVERT STANDPIPE ROAD EMBANKMENT INLET END OF CULVERT (CSP,RCP,. PLASTIC) --> FLOW CULVERT STANDPIPE INSERT (D—RISER) d- CULVERT SIZE: 12" - 36" SEDIMENT CONTROL LOG WEIR (COMPOST, WOOD CHIP, OR ROCK) d - CULVERT SIZE: 12"-36" TIE ENDS INTO EMBANKMENT OR TIE FRONT WEIR SECTION TO APRON END TO PREVENT END -AROUND SCOURING EMERGENCY SPILLWAY (FLOOD STAGE) O 0 0 0 0 0 TOP OF RISER MIN. 1' BELOW o o p SHOULDER o 0 ELEVATION o 0 0 0 o p O O FLOW TIE ENDS INTO EMBANKMENT TO PREVENT END -AROUND SCOURING N LONGITUDINAL SECTION WOOD PLANKS TIGHTLY ABUTTED TOGETHER AND AGAINST THE CULVERT END. SPILLWAY NOTCHED IN TOP PLANK. VARY THE NUMBER OF PLANKS TO CONTROL WATER LEVEL. WOOD PLANK WEIR SEDIMENT CONTROL LOG TYPE ROCK RIPRAP USED TO FILL ONLY (� TO TOP OF CULVERT PIPE END VIEW CONTROL LOG TYPE ROCK NOTE SEDIMENT CONTROL LOG TYPE ROCK MAY BE WRAPPED AROUND RISER TOP VIEW CULVERT STANDPIPE INSERT (D—RISER) NOTESe SEE SPECS. 2573, 3891 & 3893. FOR USE WHEN TEMPORARY PONDING IS NEEDED IN DITCH SECTIONS FOR SEDIMENT CONTROL. MANUFACTURED ALTERNATIVES LISTED ON MnDOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED AT NO ADDITIONAL COST. lO RDCK LOG OR SANDBAG TO HOLD STANDPIPE AND ACT AS A SEAL BETWEEN RISER PIPE AND CULVERT. O2 PLACE CULVERT APRON AND SLIDE TEMPORARY STANDPIPE INTO CSP OR RCP CULVERT. 03 ALL GEOTEXTILE USED FOR CULVERT PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886 FOR MACHINE SLICED. �9 ROCK LOG OR RIP RAP TO HOLD STANDPIPE AND ACT AS A FILTER BETWEEN RISER PIPE AND CULVERT. O5 HEIGHT OVERFLOW NOT TO CAUSE FLOODING OF ROAD OR ADJACENT PROPERTIES. JAMAICA - SB rx- \`` \ I ` \ I II ��`♦ STAGE 1 CONSTRUCTION 1. START DATE: AFTER MAY X, 2018. 2. CONSTRUCTION OF RAVINE PARKWAY FROM JAMAICA AVE TO KEATS AVE. 3. CONSTRUCTION OF TURN LANES ON JAMAICA AVE AT INTERSECTION OF RAVINE PARKWAY. 4. CONSTRUCTION OF TURN LANES ON KEATS AVE AT INTERSECTION OF RAVINE PARKWAY. 5. RECONSTRUCTION OF MILITARY ROAD TO TRAIL. 6. COMPLETION DATE: OCTOBER X, 2018. STAGE 1 TRAFFIC 1. RAVINE PARKWAY IS CLOSED. 2. MILITARY ROAD IS SEPARATED AND TERMINATED AT TWO CUL-DE-SACS. LEGEND - CONSTRUCTION AREA N (k 0 100 200 CITY OF COTTAGE GROVE WASHINGTON COUNTY MINNESOTA NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec STAGING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 72 CHECKED �°P STAGE 1 ery neer 2335 Hlgnway33w SAP 180-121-001, SAP 180-123-001 OF APPROVED DES "here pride an6""" St. Paul, MN 55113 PROF. NO. 1803878 staatl. om SAP 180-110-013, SAP 180-020-013 547 °A waw _opo II � I II I I II Iii 65TH ST woo I � I � IIZi 0 BEGIN SAP 180-123-001 65TH - EB STA. 100+68.07 STAGE 2 CONSTRUCTION 1. START DATE: AFTER MAY X, 2019. 2. RECONSTRUCTION OF 65TH STREET S FROM HINTON AVE (CSAH 13) TO INNSDALE AVE. 3. COMPLETION DATE: OCTOBER X, 2019. STAGE 2 TRAFFIC 1. 65TH ST CLOSED FROM HINTON AVE TO INWOOD AVE 2. IDEAL CLOSED FROM 66TH ST TO 65TH ST. i 65TH - 66TH ST w a a w D 65TH - EB CITY OF COTTAGE GROVE LEGEND WASHINGTON COUNTY CONSTRUCTION AREA MINNESOTA z w 0 0 z END SAP 180-123-001 65TH - EB STA. 130+50.03 0 N (k 100 200 NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec STAGING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 73 CHECKED JDP STAGE 2 erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 1lstaat° . 0m SAP 180-110-013, SAP 180-020-013 547 6 Q .O At- a o�.< h=Q= FFoh NOTES & GUIDELINES TRAFFIC CONTROL DEVICES & SYMBOLS LEGEND INDEX GENERAL INFORMATION: SYMBOL DESCRIPTION 1. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN THE DEVICES IN THIS TRAFFIC CONTROL PLAN UNLESS OTHERWISE NOTED. SHEET NO. DESCRIPTIONS 2. FIELD CONDITIONS MAY REQUIRE MODIFICATIONS OFTHIS LAYOUTAS DEEMED NECESSARY BYTHE ENGINEER. AREA CLOSED TO TRAFFIC /WORK AREA 74-77 TRAFFIC CONTROL DETAILS 3. ALL DISTANCES ARE APPROXIMATE. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC IN ACCORDANCE WITH THE MN MUTCD. TRAFFIC CONTROL SIGN 78 DETOUR DETAILS 5. AN ANNUAL FALL REVIEW OF ALL TRAFFIC CONTROLS WILL BE MADE TO PREPARE FOR WINTER MAINTENANCE OFTHE PROJECT. THIS MAY INCLUDE ADJUSTMENTS OR EXCHANGE OF ONE TRAFFIC CONTROL DEVICE FOR ANOTHER. READJUSTMENTS MAY AGAIN BE REQUIRED IN THE SPRING. LJ TYPE III BARRICADE = 79 65TH ST DETOUR 6. IF THE CONTRACTOR DECIDES TO PERFORM THE CONSTRUCTION WORK IN A SEQUENCE OTHER THAN SHOWN IN THIS TRAFFIC CONTROL PLAN THE CONTRACTOR SHALL O DRUM -LIKE CHANNELIZER(TYPE B) = 80 JAMAICA AVENUE DETOUR PROVIDE COMPLETE REVISED TRAFFIC CONTROL PLANS TO BE APPROVED BY THE ENGINEER. SIGNING: EP TYPE A FLASHING WARNING LIGHT 81 MILITARY ROAD DETOUR 1. ALL TRAFFIC CONTROL DEVICES, INCLUDING OVERHEAD SIGNS ON ROADS OPEN TO TRAFFIC THAT ARE NOT CONSISTENT WITH TRAFFIC OPERATION SHALL BE COVERED, REMOVED OR REVISED AS DIRECTED BY THE ENGINEER. FLSHNGBOARD TYPE C - 2. WHEN SIGNS ARE PLACED, THEY SHALL BE MOUNTED ON POSTS DRIVEN INTO THE GROUND AT THE PROPER HEIGHT AND LATERAL OFFSET AS SHOWN IN THETYPICALTEMP (4AX 8I UNLE SOOTHEERWIS NOTED). SIGN FRAMING & INSTALLATION DETAILS IN THE PLAN. IF THIS IS NOT POSSIBLE THEY WILL BE MOUNTED ON PORTABLE SUPPORTS AS APPROVED BYTHE ENGINEER. WHEN THE SIGNS ARE REMOVED THE SIGN POSTS SHALL ALSO BE REMOVED AS SOON AS POSSIBLE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EXTRA SIGNING NEEDED TO FACILITATE TRAFFIC SWITCHES OR FORTRANSITIONING TRAFFIC FROM ONE STAGE TO SOLID LINE PAVEMENT MARKING WITH TEMPORARY ANOTHER. RAISED PAVEMENT MARKERS AT 10' SPACES 4. ALL ORANGE WARNING AND ORANGE GUIDE SIGNS SHALL BE FABRICATED WITH SIGN SHEETING MATERIAL AS LISTED ON THE MIEDOTAPPROVED PRODUCT LIST FOR "SHEETING FOR RIGID TEMPORARY WORK ZONE SIGNS". PORTABLE PRECAST CONC BARRIER DES 8337 5. BARRICADES SHALL BE FABRICATED WITH SIGN SHEETING MATERIAL AS LISTED ON THE MIEDOT APPROVED PRODUCT LIST FOR BARRICADE SHEETING. NOTE THAT ASTM TYPE WITH DELINEATORS AT 25SPACING VII SHEETING IS NOT ALLOWED ON BARRICADES AFTERJANUARY 1, 2010. 6. LONGITUDINAL DROPOFFS SHALL BE SIGNED AS SHOWN IN THE "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS" FIELD MANUAL UNLESS OTHERWISE SPECIFIED IN THESE PLANS. ® IIMPACT ATTENUATOR 7. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE FINAL SIGNS TO ASSURE THAT THE FINAL SIGNS ARE PLACED AS NEEDED, OR PROVIDE TEMPORARY STRIPING KEY SIGNING AT THEIR EXPENSE UNTIL THE FINAL SIGNING IS PLACED. BROKEN LINES - 50' CYCLE (10' LINE, 40' GAP) PAVEMENT MARKING: 1. OBLITERATE ANY CONFLICTING PAVEMENT MARKINGS AS DIRECTED BYTHE ENGINEER. PAVEMENT MESSAGE LEFT ARROW (15 SQ. FT.) - PVMT MSSG PREFTHERMO GRIN 2. PAINT, POLYMER LANE TAPE AND/OR TRPM'S ARE ACCEPTABLE TEMPORARY STRIPING ALTERNATIVES ACCORDING TO ACTUAL CONDITIONS ENCOUNTERED AS DIRECTED BY THE ENGINEER. GENERALLY, ONLY PAINT WILL BE USED BEFORE MAY 1ST OR WHEN THE OTHER MANUFACTURERS' SPECIFICATIONS CAN NOT BE MET. 3. TRPM'S (TEMPORARY RAISED PAVEMENT MARKERS) SHOULD BE USED TO SUPPLEMENT THE LONG TERM (MORETHAN 3 DAYS) EDGELINES ON ALLTRANSITION AREAS WHEN PAVEMENT MESSAGE RIGHT ARROW (15 SQ. FT.) - PVMT MSSG PREFTHERMO GR IN THE CONDITIONS ARE WITHIN THE MANUFACTURERS' SPECIFICATIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PLACEMENT OF TEMPORARY AND FINAL STRIPING MIEDOTTRAFFIC PERSONNEL WILL ASSIST INTHE SPOTTING OF TRANSITION AREAS, GORES AND TAPERS. OCIRCLE-EPDXY SQUARE-PREFTAPE BARRIER &DELINEATION: 1. TOP MOUNTED BARRIER DELINEATORS WILL HAVE A MINIMUM OF 24 SQ. IN. OF REFLECTIVE SURFACE AREA AND BE PLACED AT 25' SPACES ON TOP OFTHE BARRIER WHEN THE BARRIER IS WITHIN 10' OF TRAFFIC UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER. IFTHE TRAFFIC ENGINEER REQUIRES SIDE MOUNTED TRIANGLE -PAINT O OCTAGON-PREFTHERMO A BARRIER DELINEATORS, THEY WILL HAVE A MINIMUM OF 12 SQ. IN. OF REFLECTIVE SURFACE AREA AND BE PLACED AT 25' SPACES. IF A SMALLER APPROVED BARRIER DELINEATOR IS USED IT SHALL BE AT ONE HALF THE SPACING AND ONE HALFTHE BID PRICE. 1ST DIGIT 2ND DIGIT 3RD DIGIT WIDTH PATTERN COLOR CONSTRUCTION INFORMATION SIGNING: 4", 8", ETC. S - SOLID W -WHITE 1. G20-Xl CLOSURE NOTICE SIGNS PAI RED WITH G20 -X3 WORK ENDS SIGNS TO DISPLAY THE CORRECT START DATE AND AN ESTIMATED FINISH DATE AS APPROVED BY THE B - BROKEN Y - YELLOW PROJECT ENGINEER. T - DOTTED B - BLACK D - DOUBLE G20 -X2 WORK ZONE ADVANCE NOTICE SIGNS WITH THE CORRECT STARTING DATE DISPLAYED BEFORE WORK BEGINS. ONCE WORK BEGINS, THE START DATE LEGEND SHALL K - DOUBLE BROKEN BE COVERED BY THE SUGGESTED PLAQUE CONTAINED IN THIS IF NO ALTERNATE MESSAGE IS SUGGESTED OR IF DIRECTED BY THE PROJECT ENGINEER, THE CORRECT H - DOUBLE DOTTED ESTIMATED FINISH DATE, MONTH, OR SEASON SHALL BE DISPLAYED. CONSTRUCTION INFORMATION SIGNING NOT VISIBLE TO THE MOTORING PUBLIC ONCE WORK BEGINS WILL BE MOVED BYTHE CONTRACTORTO A SITE IN ADVANCE OFTHE WORK ZONE OR CLOSURE AS DIRECTED BY THE PLAN OR PROJECT ENGINEER. f G=GROUND IN W=WET REFLECTIVE C=CONTRAST E=ENHANCED SKID RESISTANCE EXAMPLE: 4SW _ 4" SOLID LINE WHITE PREFTHERMO GROUND IN, CONTRAST, WET REFLECTIVE GCW NO DATE APPR REVISION SURVEY PEW Cottage Grove Stantec erity neer zags Highway 36w "here pride andpro,P St. Paul, MN 55113 wwWstant—c— 1 TRAFFIC CONTROL �/ CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 a"Ea DRAWN SMU/MAF 74 DESIGNED J°° CHECKED JDPOF APPROVED DRS 547 PROF. NO. 18038,8 a'a 00 H/2 H H/2 STRINGER VERTICAL POST 3..5/ TYPICAL "A -FRAME" INSTALLATION TYPE "D" SIGNS DIRECTION OFTRAVEL —;;-' RISER POST 2-5/16" STAINLESS STEEL BOLTS WITH NYLON INSERT LOCK NUTS PLACED IN TOP AND BOTTOM HOLES. USE 3 LB/FT STUB POSTS, USE 2.5 LB/FT RISER POSTS AND STRINGERS. ALL RISER (VERTICAL) "U" POSTS SHALL BE SPLICED. o DRIVEN STUB POSTS SHALL BE 7 FEET LONG. (V STUB POST v m 3.5 MIN. EMBEDMENT SED: 10-10-16 "U" POST BREAKAWAY SPLICE DATE I APPR I REVISION 6'MIN. FROM SHOULDER 12' MIN. FROM ROADWAY GROUND TYPICAL RURAL DESIGN DELINEATION MOUNTING -T MOUNTING T MIN. HEIGHT 7 MIN. PAVEMENT EDGE TYPICAL MOUNTING (1) OFFSET STUB POST 1' TOWARD ROADWAY RELATIVE TO VERTICAL POST. ,8, MtNI 5/16 " STAINLESS STEEL BOLTS WITH d� NYLON INSERT LOCK NUTS PLACED NEAR TOP AND BOTTOM HOLES. KNEE BRACE STRUCTURAL SPLICE 5- 4- MIN. MIN. GROUND LINE 9' MIN. TYPICAL URBAN DESIGN TYPICAL TEMPORARY SIGN FRAMING AND INSTALLATION DETAILS IN SIGN DATA SIGNS TO BE PLACED ON DRIVEN U -POSTS SHALL BE PLACED IN ACCORDANCE WITH TABLE 1 OR 2 BELOW.IF THE TTC PLAN PLACES POST MOUNTED TEMPORARY SIGNS ADJACENT TO EXISTING STRUCTURES THERE SHALL BE NO MORE THAN TWO U -POST WITHIN 84 INCHES OF EACH OTHER ALIGNED IN THE SAME PLANE SO AS NOTTO COMPROMISE THAT STRUCTURE'S AND THE NEW DEVICE'S CRASHWORTHI NESS. IF IT IS NOT POSSIBLE TO MAINTAIN THIS SPACING THEN THE POST MOUNTED TEMPORARY SIGNS SHALL BE PLACED A MIN OF 4' BEYOND THE IN PLACE STRUCTURES. SIGN PANELS SHALL BE PLACED ON SIGN STRUCTURES TO MEETTHE S' MIN DEPICTED ON THE TYPICAL RURAL DESIGN DETAIL, THE 7' MIN DEPICTED ON THETYPICAL URBAN DESIGN DETAIL, AND THE 9' MIN DEPICTED ON THETYPICAL MOUNTING DETAIL ON THIS SHEET. STANDARD CONSTRUCTION SIGNS IN MIEDOT STANDARD SIGNS AND MARKINGS MANUAL TARI F 1 PANEL SIZE (IN.) NO. TYPE POSTS SPACING LIN.) KNEE BRACES QUANT. LENGTH (FT.) 24 x 24 2-1-1 18 SPACING KNEE (IN.) BRACE 13 30 x 24 2-1-1 18 42 2 13 36 x 30 2-1-1 24 45 3 13 36 x 36 2-1-1 18 45 4 14 42 x 36 2-1-1 30 14 48 x 48 2-1-1 30 15 60 x 60 2-1-1 42 1 16 66 X 60 2-1-1 42 2 16 72 x 72 2-1-1 42 2 17 96 x 54 2-1-1 54 2 19 96 X 84 2-1-1 54 2 19 132 X 108 3-1-1 45 3 22 168 x 132 4-1-1 48 4 25 GENERAL NOTES: 1. POST LENGTHS ARE APPROXIMATE AND INCLUDE EMBEDMENT, BUT DO NOT INCLUDE ADDITIONAL LENGTH REQUIRED FOR SPLICE. 2. SEE MIEDOT STANDARD SIGNS AND MARKINGS MANUAL FOR PUNCHING HOLES. 3. MINIMUM OF 45" SPACING BETWEEN POSTS MUST BE MAINTAINED WHEN USING MORE THAN TWO POSTS. TABLE 2 SPECIAL DESIGN CONSTRUCTION SIGNS PANEL SIZE POSTS LENGTH (IN.) HEIGHT (IN.) NO. TYPE SPACING KNEE (IN.) BRACE LENGTH (FT.) 54 -96 78 2-1-1 42 2 20 102 -138 78 3-1-1 45 3 20 144-180 78 4-1-1 45 4 20 DESIGNER NOTE: INCLUDE SPECIAL SIGN DETAILS IN THE TRAFFIC CONTROL PLAN INTABLETWO. NOTES: FOR TEMPORARY CONSTRUCTION SIGN FRAMING, THE CONTRACTOR MAY USE GRADE S ZINC PLATED BOLTS FOR ALL BOLTED CONNECTIONS, EXCEPT FORTHE KNEE BRACE CONNECTION TO THE REAR STUB POST, WHICH SHALL UTILIZE A 5/16 INCH STAINLESS STEEL BOLT AND NYLON INSERT LOCK NUT. ADDITIONAL SIGN FRAMING DETAILS CAN BE FOUND IN THE TRAFFIC ENGINEERING MANUAL PART 6. IF THE CONTRACTOR ELECTS TO USE SOME OTHER TYPE OF SIGN SUPPORT (OTHER THAN U -CHANNEL SIGN POSTS) FOR MOUNTING CONSTRUCTION SIGNS, DETAILS OFTHE PROPOSED SIGN STRUCTURE SHALL BE SUBMITTED TO THE ENGINEER FORAPPROVAL PRIORTO ORDERING THE SIGN STRUCTURE COMPONENTS. ANY SIGN STRUCTURE TO BE SUBMITTED TO THE ENGINEER SHALL BE AN FHWA ACCEPTED BREAKAWAY SIGN SUPPORT. SIGN STRUCTURE SHALL ALSO BE APPROVED FOR 90 MPH WIND LOAD. EW DRRVEYAWN PO CITY OF COTTAGE GROVE MN DRAWN SMU/MAF Cotta e DESIGNED F°` � Grove Stantec TRAFFIC CONTROL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED edtY Meet 2335 Highway 36SV AP 180-121-001, AP 180-123-001 APPROVED DRS ""i pride and ����� St. Paul, VN 55113 PROF. NO. 18038,8 1 w w'Fantec.c— SAP 180-110-013, SAP 180-020-013 11EEF 75 OF 547 'A' w o SPACER INPLACE SIGN 24" OR LESS SEE NOTE(Z) 24" OR24" OR LESS SEE LESS SEE NOTE (D NOTE (D 2" MAM _FT_ SEE NOTE Q3 SEE NOTE Q3 Ll 24" MAX 2" 24" MAX. L 1 0 24" MAX 5/16" ALU BOLTS :SIGN SIGN OVER COVER SEE SEE SEE NOTE Q4 NOTE® NOTE 2" I 2" OVERLAY ASSEMBLY STEPS FOR COVERING COMPLETE OR PORTION OF EXTRUDED SIGN PANEL: 1) DRILL 1/4" HOLES ON THE SHEET ALUMINUM OVERLAYS IN ACCORDANCE WITH THE HOLE SPACING ON THE DIAGRAM. OUTSIDE HOLES SHALL NOT BE SPACED MORE THAN 24" APART. 2) ATTACH PLASTIC SPACER(S) (1/4" MIN THICKNESS, 3/8" I.D. AND 7/8" O.D.) WITH DOUBLE FACED TAPE, CENTERED BEHIND EACH DRILLED HOLE. 3) POSITION THE FIRST OVERLAY PANEL'S BOTTOM EDGE FLUSH WITH THE BOTTOM OF THE INPLACE EXTRUDED SIGN PANEL AND THE OVERLAY PANEL'S LOWER LEFT EDGE FLUSH WITH THE LOWER LEFT EDGE OF THE BOTTOM INPLACE EXTRUDED PANEL SECTION. 4) DRILL ALL OF THE OUTSIDE HOLES THROUGH THE INPLACE EXTRUDED SIGN PANEL AND ATTACH THE OVERLAY PANEL WITH SHEET METAL SCREWS. S) DRILL THE INNER HOLES THROUGH THE INPLACE EXTRUDED SIGN PANEL AND ATTACH WITH SHEET METAL SCREWS AS SPECIFIED IN STEP4 ABOVE. 6) ABUT THE NEXT OVERLAY PANEL TO THE FIRST ATTACHED OVERLAY PANEL AND PERFORM THE SAME WORK AS SPECIFIED IN STEPS 4 AND S ABOVE. 7) PLACE EACH ADDITIONAL OVERLAY PANEL AS SPECIFIED IN STEP 6 ABOVE NOTES FOR COVERING COMPLETE OR PORTION OF EXTRUDED SIGN PANEL: 0 THE CENTER SHEET METAL SCREWS SHALL BE SPACED AT 1/2 OFTHE PANELS WIDTH. Q IF THE SHEET ALUMINUM PANEL IS GREATER THAN 48" WIDE, THE SHEET METAL SCREWS SPACING SHALL BE NO GREATER THAN 24". IFTHE SHEETALUMINUM PANEL IS LESS THAN 24" WIDE, THERE SHALL BE NO INNER HOLES. 0 VERTICAL SPACING FOR THE MOUNTING HOLES IS 50% OFTHE PANEL HEIGHT. IF THE PANEL IS LESS THAN 24" HIGH, THERE SHALL BE NO INNER HOLES. ® HORIZONTAL SPACING FOR MOUNTING HOLES SHALL NOT BE LESS THAN 15" NOR MORE THAN 24". GENERAL NOTES: SIGN PANEL OVERLAYS SHALL BE MADE OFA RIGID MATERIAL. (SHEET ALUMINUM, PLYWOOD, CORRUGATED PLASTIC, OR OTHER MATERIAL AS APPROVED BY THE ENGINEER), THE INSTALLATION SHALL ALLOW ADEQUATE AIR FLOW BETWEEN THE OVERLAY PANEL AND THE INPLACE SIGN PANEL BY PROVIDING A MINIMUM SPACING OF 1/4" (1" MAXIMUM). IF SHEET METAL SCREWS ARE USED WITH CORRUGATED PLASTIC, FENDER WASHERS SHALL BE PLACED BETWEEN SCREWS AND PANEL OVERLAY. SPACERS SHALL BE A MATERIAL THAT WILL NOT HARM THE SIGN SHEETING FACE (SUCH AS PLASTIC OR RUBBER). ALL COVERING MATERIAL, MOUNTING HARDWARE AND FASTENERS SHALL BE REMOVED WHEN PANEL OVERLAY IS REMOVED. SIGN PANEL OVERLAYS USED TO COVER ALL OR PART OF A SIGN SHALL BE THE SAME COLOR AS THE BACKGROUND COLOR OFTHE SIGN TO BE COVERED AND SHALL COVER ALL OF THE SIGN OR MESSAGE TO BE COVERED UNLESS SHOWN OTHERWISE IN THE PLAN TAPE SHALL NOT BE APPLIED TO THE SIGN SHEETING SURFACE. PRE -MASK OR APPLICATION TAPE SHALL BE REMOVED PRIORTO EXPOSURE TO SUNLIGHT. OVERLAY ASSEMBLY COVERING TYPE C OR D SIGN PANEL: A RIGID OPAQUE PANEL OVERLAY, THE OVERLAY PANEL SHOULD BE APPROXIMATELY THE SAME SIZE AS THE SIGN PANEL SUCH THAT THE SIGN MESSAGE IS COMPLETELY COVERED HOOKS OR PREFORMED STRAPS EXTEND OVERTOP EDGE(S) OF SIGN PANEL INPLACE SIGN A SPACER IS REQUIRED IN ALL 4 CORNERS TO PROVIDE AIR FLOW GAP BETWEEN — THE SIGN FACE AND OVERLAY PANEL SPACERS SHALL ALLOW BETWEEN 1/4" TO 1" GAP AND BE A MATERIAL THAT WILL NOT HARM THE SIGN SHEETING FACE ALL FASTENERS (SUCH AS bolts, HOOKS OR SCREWS) SHALL NOT TOUCH THE SIGN SHEETING FACE THE OVERLAY PANEL SHALL BE ATTACHED TO THE SIGN STRUCTURE SUCH THAT IT WILL NOT MOVE DUE TO WIND BOTTOM OF HANDLE SHALL BE SECURED TO PREVENT MOVEMENT. BOLTON HANDLE SHALL BE ATTACHED TO OVERLAY PANEL AS TO NOT DAMAGE INPLACE SIGN PANEL. HANDLE REVISED: 10-10-16 2„ TYPICAL TEMPORARY SIGN COVERING DETAILS NO DATE APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN DRAWN SMU/MAF '0011 Cotta e DESIGNED JDP , Grove Stantec TRAFFIC CONTROL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 76 CHECKED JDP erity neer zags Highway aaw SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here pride and �,,,p St. Paul, MN 55113 PROF. NO. ,8038,8-'Fantac.cOm SAP 180-110-013, SAP 180-020-013 547 m55 o,.a h¢�o a aha= A. Aoo waw o u 30O uOF I OF Z OF �g 0 oo QEFEo 0 NOTE 6 ROAD -I I- Mall MINOR ROAD OR DRIVEWAY j ROAD CLOSED BEGINNING NOTE u xxxx xx I B u u u ROAD CLOSED A AHEAD I u FEET FEET A I ROAD u CLOSED AHEAD I USE WHEN 2 MILES OR GREATER TO CLOSURE ROAD CLOSED ROAD CLOSED THRIJ TO TRAFFIC iW Tffm OLOT AV AV OR I A O O Q (f) Q Ld d ADD ROUTE MARKER OR STREET NAME n =rte m00 D (n D 0 m O O PLACE SIGNS AT NEAREST INTERSECTION TO CLOSURE I A �7 4 ROAD SPEED u CLOSED OF AHEAD 11/06/14 LAYOUT 53 TYPICAL SIGNING FOR ROAD CLOSURE 00 = CC J : U ADD ROUTE MARKER OR STREET NAME POSTED SPACING SPACING SPEED OF TAPER OF BUFFER DECISION LIMIT ADVANCE LENGTH CHANNELIZING SPACE SIGHT PRIOR TO WARNING (L) DEVICES (B) DISTANCE WORK SIGNS (G) STARTING (A) (MPH) FEET FEET FEET FEET FEET 0-30 250 200 25 200 550 35-40 325 325 25 305 700 45-50 600 600 50 425 900 SS 750 700 50 500 1200 60-65 1000 800 50 650 1400 70-75 1200 900 50 820 1600 NOTE: NOT ALL INFORMATION IN THIS BOX MAY APPLY TO THIS DETAIL. NO DATE I APPR REVISION SURVEY SO CITY OF COTTAGE GROVE MN "E� DRAWN SMU/MAF Cottage DESIGNED '°` � Grove Stantec TRAFFIC CONTROL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 77 CHECKED JDPOF erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8staat° . 0m SAP 180-110-013, SAP 180-020-013 547 NOTES SIGN LEGEND CONSISTENT WITH TRAFFIC OPERATION SHALL BE COVERED, REMOVED OR REVISED AS DIRECTED BY THE ENGINEER. ROAD CLOSED R11-4 BLACK ON WHITEIx M4-8a DET®UR W20-2 BLACK ON ORANGE N0� M3-1 BLACK ON WHITE (60X30) AHEAD (48X48) AND LATERAL OFFSET AS DETAILED IN THE MNMUTCD. IF THIS IS NOT POSSIBLE THEY WILL BE MOUNTED ON (24X12) GENERAL INFORMATION: PORTABLE SUPPORTS AS APPROVED BY THE ENGINEER. WHEN THE SIGNS ARE REMOVED THE SIGN POSTS SHALL ALSO 1. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN THE DEVICES IN THIS DETOUR PLAN UNLESS OTHERWISE NOTED. ROAD 2. FIELD CONDITIONS MAY REQUIRE MODIFICATIONS OF THIS LAYOUT AS DEEMED NECESSARY BY THE ENGINEER. CLOSED W20-3 BLACK ON ORANGE ® M3-2 BLACK ON WHITE 3. ALL DISTANCES ARE APPROXIMATE. AHEAD (48X48) G20-Xl BLACK ON ORANGE (24X12) 4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC IN ACCORDANCE WITH THE MN MUTCD. BLACK ON ORANGE S. LONGITUDINAL DROPOFFS SHALL BE SIGNED AS SHOWN IN THE "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS' FIELD O 9EUNNINQ S. IF THE CONTRACTOR DECIDES TO PERFORM THE CONSTRUCTION WORK IN A MANNER OTHERTHAN SHOWN INTHISTRAFFIC CONTROL/DETOUR (30)(24) MANUAL UNLESS OTHERWISE SPECIFIED IN THESE PLANS. PLAN, THE CONTRACTOR SHALL PROVIDE COMPLETE REVISED TRAFFIC CONTROL/DETOUR PLANS TO BE APPROVED BY THE ENGINEER. (INSTALL 7 DAYS PRIOR TO CLOSURE) 6. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MOST RECENT EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS'. ROAD R11-2 BLACK ON WHITEM3-3 F80—ml BLACK ON WHITE INSTALLED. CLOSED (48X30) (24X12) M4-101 BLACK ON ORANGE CLOSED R11-3 BLACK ON WHITE M3-4 BLACK ON WHITE Imo. M��r1.5 MLES (48X30) FWE (24X12) SIGNING: 1. ALL TRAFFIC CONTROL DEVICES, INCLUDING OVERHEAD SIGNS ON ROADS OPEN TO TRAFFIC THAT ARE NOT CONSISTENT WITH TRAFFIC OPERATION SHALL BE COVERED, REMOVED OR REVISED AS DIRECTED BY THE ENGINEER. ROAD CLOSED R11-4 BLACK ON WHITEIx M4-8a BLACK ON ORANGE 2. WHEN SIGNS ARE INSTALLED, THEY SHALL BE MOUNTED ON POSTS DRIVEN INTO THE GROUND ATTHE PROPER HEIGHT TO THAV TRAFFIC (60X30) (24X18) AND LATERAL OFFSET AS DETAILED IN THE MNMUTCD. IF THIS IS NOT POSSIBLE THEY WILL BE MOUNTED ON PORTABLE SUPPORTS AS APPROVED BY THE ENGINEER. WHEN THE SIGNS ARE REMOVED THE SIGN POSTS SHALL ALSO BE REMOVED AS SOON AS POSSIBLE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EXTRA SIGNING NEEDEDTO FACILITATE TRAFFIC SWITCHES OR FOR TRANSITIONING TRAFFIC FROM ONE STAGE TO ANOTHER. 4. ALL SIGNS SHALL MEET MINIMUM RETRO-REFLECTVITY REQUIREMENTS AS OUTLINED IN THE MNMUTCD. ROAD ol-osE6 G20-Xl BLACK ON ORANGE M4 -9m (L) BLACK ON ORANGE S. LONGITUDINAL DROPOFFS SHALL BE SIGNED AS SHOWN IN THE "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS' FIELD O 9EUNNINQ 54X48 (30)(24) MANUAL UNLESS OTHERWISE SPECIFIED IN THESE PLANS. MONTIFEI (INSTALL 7 DAYS PRIOR TO CLOSURE) 6. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE FINAL SIGNSTOASSURETHATTHEFINAL SIGNS ARE INSTALLED AS NEEDED, OR PROVIDE TEMPORARY SIGNING AT THEIR EXPENSE UNTILTHE FINAL SIGNING IS INSTALLED. M4-101 BLACK ON ORANGE M4 -9m (R) BLACK ON ORANGE ® (48X18) (30)(24) M4 -10R BLACK ON ORANGE f6E71 M4 -9m (T) BLACK ON ORANGE (48X18) (30)(24) TYPE III BARRICADE M4 -9m (ATL) BLACK ON ORANGE (30)(24) TYPE A FLASHER DETOUR M4 -9m (ATR) BLACK ON ORANGE U:> (30)(24) TRAFFIC SIGN r- TYPE III BARRICADE NO DATE I APPR REVISION SURVEY Pew CITY OF COTTAGE GROVE MN a"Ea DRAWN SMV/MAF Cotta e DESIGNED '°` � Grove Stantec DETOUR PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 78 CHECKED JDPOF erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 aAa? waw _opo J) df--- �? N ®> ® CD > ®® � 1� 70TH STI GLEN RD CIV3HV HnVloi®1H® T�2 � D If O I— CIVEHV pnoia® 70TH ST T ......... a V a a O. \\\\\\ ►\\T//I \\\v//I ////// \\\\\\ ►\\V//I ►\\T//I ////// .,D CLOSED TO THRU TRAFFIC \\�\RCLOSED OAD BEGINNING O \ \ \ O NOTES: BARRICADES ARE NOT SHOWN TO SCALE. PROVIDE NECESSARY BARRICADES TO SPAN ROADWAY. LEGEND DETOURWORK AREA ROUTE PLACE DAYS PRIOR .CLOSURE N (k 0 600 1200 NO DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec DETOUR PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 79 CHECKED JDP 65TH STREET erity neer zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS �h@re Pride and �,"" St. Paul, MN 55113 PROF. NO. 1803878staat°c.3om SAP 180-110-013, SAP 180-020-013 547 ®`d3H'd Intl pewar Woe] F nia ' aAY blower , u'^M ' \ Jamelu Ave f1Y 1V�0 � �ET01N 65TH ST I' D IVI O �D r � ROAD ®� CLOSED NL" I V O ROAD CLOSED TO THRU TRAFFIC amaha ,� A a ROAD 'TyQ- O O CLOSED '(J BEGINNING IAON11t/DA1 a q�®sv�al a 1< w Y NOTES: BARRICADES ARE NOT SHOWN TO SCALE. PROVIDE NECESSARY BARRICADES TO SPAN ROADWAY. LEGEND WORK AREA DETOUR ROUTE * PLACE MIN. 7 DAYS PRIOR TO CLOSURE 0 N (k 800 1600 NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF DESIGNED JDP Cottage Stantee DETOUR PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 80 CHECKED SDP Grove JAMAICA AVENUE edty Meet 2335 Hlgnway33w SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and QfOSP St. Paul, MN 55113 PROF. NO. 1803878—taatl.aor-, SAP 180-110-013, SAP 180-020-013 547 o=bi IDEAL AVE Lll L300 O1 0 L100 L10 65TH - EB LEGEND XXX ALIGNMENT NAME LX LINE SEGMENT CX CURVE SEGMENT L304 C300 L305 65TH - WB C301 L303 L306 N .301 3)5 ��� $i O 0 115 120 O ' 125 130 135 0 200 400 L17CLL104 L103 102 L20 L176 IDSEN AVE L105 L106 INNSDALE AVE IDSEN AVE IDEAL AVE 65TH - EB 65TH - WB SEGMENT BEGIN STATION SEGMENT BEGIN STATION END STATION PI DELTA DEGREE RADIUS TANGENT LENGTH BEGIN STATION (NORTH,EAST) END (NORTH,EAST) PI BEGIN END (NORTH, EAST) DIRECTION DIRECTION L100 99+77.43 112+61.58 139922.27, 470004.14 139924.61, 471288.30 N89°53'44"E L101 112+61.58 114+09.52 139924.61, 471288.30 139925.07, 471436.23 N89°49'27"E L102 114+09.52 119+41.81 139925.07, 471436.23 139928.59, 471968.51 7'16"E L104 119+41.81 122+71.44 139928.59, 471968.51 139930.77, 472298.13 7'16"E L105 122+71.44 126+90.50 139930.77, 472298.13 139933.54, 472717.19 EN899716"IE L106 126+90.50 130+50.03 472717.19 139941.96, 473076.62 4'12"E L103 130+50.03 136+84.81 _+3933.54, 941.46, 473076.62 139947.73, 473711.38 N89 '6 IDSEN AVE IDEAL AVE END 65TH - WB SEGMENT BEGIN STATION END STATION PI DELTA DEGREE RADIUS TANGENT LENGTH BEGIN STATION (NORTH,EAST) END PI (NORTH,EAST) (NORTH, EAST) SEGMENT BEGIN STATION END STATION PI STATION DELTA DEGREE RADIUS TANGENT LENGTH BEGIN (NORTH,EAST) END (NORTH,EAST) PI (NORTH, EAST) BEGIN DIRECTION END DIRECTION L300 312+61.58 314+09.48 TANGENT LENGTH 139936.61, 471288.27 139937.07, 471436.18 (NORTH, EAST) N89°49'27"E DIRECTION L301 314+09.48 317+32.22 139937.07, 471436.18 139939.20, 471758.90 1899716"E 139685.10, 472345.88 L303 321+13.88 323+62.29 139964.72, 472139.51 139966.36, 472387.92 1899716"E L304 323+62.29 326+91.33 139966.36, 472387.92 139968.53, 472716.95 1899716"E C300 326+91.33 328+25.58 327+58.56 7041'30" 5043'46" 1000.00 67.22 134.24 139968.53, 472716.95 139960.42, 472850.85 139968.98, 472784.18 18997'16"E S82°41'14"E L305 328+25.58 329+11.29 139960.42, 472850.85 139949.51, 472935.87 S82°41'14"E C301 329+11.29 330+48.80 329+80.16 7052'43" 5043'46" 1000.00 68.86 137.51 139949.51, 472935.87 139941.43, 473073.03 139940.75, 473004.17 S82°41'14"E N89°26'03"E L306 330+48.80 330+73.35 139941.43, 473073.03 139941.67, 473097.58 N89°26'03"E IDSEN AVE IDEAL AVE END PI SEGMENT BEGIN STATION END STATION PI DELTA DEGREE RADIUS TANGENT LENGTH BEGIN STATION (NORTH,EAST) END PI (NORTH,EAST) (NORTH, EAST) BEGIN END DIRECTION DIRECTION L10 10+00 13+29.05 139595.78, 471331.54 139924.83, 471333.09 N0°16'15"E Lll 13+29.05 17+25.80 139924.83, 471333.09 140321.51, 471340.39 Nl°03'16"E IDSEN AVE BEGIN END PI BEGIN END PI BEGIN END SEGMENT STATION STATION STATION DELTA DEGREE RADIUS TANGENT LENGTH (NORTH,EAST) (NORTH,EAST) (NORTH, EAST) DIRECTION DIRECTION L20 20+00 25+62.61 139685.10, 472345.88 1 140247.68, 472339.98 1 1096'00"W INNSDALE AVE BEGIN END PI BEGIN END PI BEGIN END SEGMENT STATION STATION STATION DELTA DEGREE RADIUS TANGENT LENGTH (NORTH,EAST) (NORTH,EAST) (NORTH, EAST) DIRECTION DIRECTION L176 30+00 34+16.95 139713.30, 472688.74 140130.22, 472683.36 1 10°44'19"W NO DATE I APPR REVISION SURVEY Pew CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cotta e DESIGNED 'D` � Grove Stantee ALIGNMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 82 CHECKED 3DP 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 aAa w aw _opo LEGEND XXX ALIGNMENT NAME LX LINE SEGMENT CX CURVE SEGMENT NOTE: SEE SHEET 84 FOR ALIGNMENT TABLES. JAM -NB JAM -SB L203 30 'O- \ a C193 • �s zS L213 C200 L204 CL -2-1 1 L212 L214 r \ L219 6 a \ C194 L205 L221 C197 L206 C205 O ses Lzz czoz • °� C201 L215 Is L216 MCHATTIE INT L70 IEFFERY AVE N (k 0 200 400 L500 RAVINE -WB -2 L224 L209 L210 C199 C196 L223 C198 L208 4?0 4 5 L207 q0 e O s L217 ti L222 JOLIET AVE 1 L218 L230 L229 L236 v22 C214 C211 RAVINE -EB -2 c210 `777 T MILITARY TRAIL L225 L228 C206 KEATS NO DATE I APPR REVISION SURVEY Pew CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cotta e DESIGNED 'D` � Grove Stantee ALIGNMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 83 CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 EK 65 o=F.a Q3Q a ooh= 'A' waw of JAM -NB BEGIN END PI RAVINE -EB -2 SEGMENT SEGMENT BEGIN STATION END PI STATION STATION BEGIN END PI BEGIN END SEGMENT STATION STATION STATION DELTA DEGREE RADIUS TANGENT LENGTH (N0RTH,EAST) (NORTH,EAST) (NORTH, EAST) DIRECTION DIRECTION L212 600+00 613+25.13 140005.68, 477582.60 S3893'38"E N39°2l'47"E L219 62+68.72 64+57.47 140042.58, 476615.17 1 141367.50, 476638.96 1 11°00'25"E S55°2O'O2"E JAM -SB BEGIN END PI RAVINE -EB -2 SEGMENT SEGMENT BEGIN STATION END PI STATION STATION BEGIN END PI BEGIN END SEGMENT STATION STATION STATION DELTA DEGREE RADIUS TANGENT LENGTH (NORTH,EAST) (NORTH,EAST) (NORTH, EAST) DIRECTION DIRECTION L211 700+00 713+25.13 140005.68, 477582.60 S3893'38"E N39°2l'47"E L219 62+68.72 64+57.47 140042.98, 476592.29 141367.90, 476615.98 1 11°01'27"E S55°2O'O2"E JEFFERY AVE BEGIN MCHATTIE INT PI RAVINE -EB -2 SEGMENT SEGMENT BEGIN STATION END PI STATION STATION DELTA DEGREE RADIUS TANGENT LENGTH BEGIN (NORTH,EAST) END (NORTH,EAST) PI (NORTH, EAST) BEGIN END DIRECTION DIRECTION C205 60+00 61+66.78 60+83.51 7038'41" 4035'01" 1250.00 83.51 166.78 139819.44, 477389.59 139930.60, 477513.76 139870.87, 477455.39 N51°59'18"E N44°2O'38"E L220 61+66.78 62+33.72 139930.60, 477513.76 139978.61, 477560.40 (NORTH, EAST) N44°10'10"E L221 62+33.72 62+68.72 139978.61, 477560.40 140005.68, 477582.60 S3893'38"E N39°2l'47"E L219 62+68.72 64+57.47 140005.68, 477582.60 140151.49, 477702.45 1 N39°24'57"E JEFFERY AVE BEGIN END PI RAVINE -EB -2 SEGMENT BEGIN STATION SEGMENT BEGIN STATION BEGIN END PI BEGIN END SEGMENT STATION STATION STATION DELTA DEGREE RADIUS TANGENT LENGTH (NORTH,EAST) (NORTH, EAST) (NORTH, EAST) DIRECTION DIRECTION L70 67+54.32 74+97.72 139944.43, 479283.73 S3893'38"E S55°2O'O2"E L227 10+62.08 10+79.07 139389.55, 478069.64 1 140132.80, 478084.75 1 Nl°09'55"E S55°2O'O2"E KEATS BEGIN MILITARY TRAIL PI RAVINE -EB -2 SEGMENT BEGIN STATION SEGMENT BEGIN STATION END STATION PI DELTA DEGREE RADIUS TANGENT LENGTH STATION BEGIN (NORTH,EAST) END (NORTH,EAST) PI (NORTH, EAST) BEGIN DIRECTION END DIRECTION L233 10+00 10+33.98 82+87.94 139982.07, 479253.73 139955.50, 479274.91 NO°54'24"E S38°33'38"E 82+87.94 C209 10+33.98 10+62.08 10+48.13 16046'24" 59040'59" 96.00 14.15 28.10 139955.50, 479274.91 139936.38, 479295.37 139944.43, 479283.73 S3893'38"E S55°2O'O2"E L227 10+62.08 10+79.07 140676.61, 476821.66 139936.38, 479295.37 139926.72, 479309.34 S89°12'45"E S55°2O'O2"E L214 C213 10+79.07 11+63.36 11+23.68 46°26'20" 55°05'32" 104.00 44.62 84.29 139926.72, 479309.34 139857.27, 479352.93 139901.35, 479346.03 S55°2O'O2"E S8°53'41"E L234 11+63.36 11+80.26 186+62.62 139857.27, 479352.93 139840.57, 479355.55 560.00 319.92 581.33 S8°53'41"E 139851.32, 477908.67 L235 11+80.26 12+01.60 L215 139840.57, 479355.55 139819.49, 479358.85 S8°53'41"E 389+95.77 L231 12+01.60 12+14.38 S89°15'18"E 139819.49, 479358.85 139806.85, 479360.82 190+65.17 S8°53'41"E 192+01.51 C212 12+14.38 13+18.37 12+69.83 49014'29" 47021'07" 121.00 55.45 103.99 139806.85, 479360.82 139722.80, 479416.49 139752.07, 479369.40 S8°53'41"E S58°08'10"E L230 13+18.37 14+41 139722.80, 479416.49 139658.06, 479520.64 140123.97, 480149.74 S58°08'10"E N68°00'26"E C208 14+41 15+41.70 14+93.22 37024'23" 37008'47" 154.24 52.22 100.70 139658.06, 479520.64 139582.62, 479584.62 139631.17, 479565.40 S59°00'00"E S2195'36"E L232 15+41.70 15+85.03 207+70.85 139582.62, 479584.62 139542.32, 479600.54 S2193'53"E 139783.82, 479875.42 L229 15+85.03 16+02.48 C198 139542.32, 479600.54 139526.13, 479607.06 215+25.23 1 S21°55'32"E 52°10'00" 8°11'06" C211 16+02.48 17+37.62 16+78.08 63059'23" 47021'07" 121.00 75.59 135.14 139526.13, 479607.06 139445.64, 479706.87 139454.71, 479631.82 S19°07'17E S83°06'41"E L236 17+37.62 18+52.76 140138.76, 480504.74 139445.64, 479706.87 139431.83, 479821.18 S89°15'18"E S83°06'41"E 423+77.17 C214 18+52.76 20+02.41 19+29.83 33045'27" 22033'27" 254.00 77.07 149.65 139431.83, 479821.18 139372.38, 479956.17 139422.59, 479897.69 S83°06'41"E S49°2l'13"E L237 20+02.41 21+48.51 1 140142.39,481917.89 139372.38, 479956.17 139277.22, 480067.02 S49°2l'13"E C210 21+48.51 21+80.76 21+64.67 9003'25" 28°05'10" 204.00 16.16 32.25 139277.22, 480067.02 139254.37, 480089.73 139266.69, 480079.28 S49°2l'13"E S40°17'49"E L226 21+80.76 22+59.14 139254.37, 480089.73 139194.59, 480140.42 S40°17'49"E C207 1 22+59.14 22+91.02 1 22+75.12 9019'18" 1 29°13'57" 196.00 15.98 31.89 1 139194.59, 480140.42 139172.05, 480162.92 139182.40, 480150.75 S40°17'49"E S4997'07E L225 22+91.02 27+90.74 139172.05, 480162.92 138848.30, 480543.58 S4997'07"E C206 27+90.74 28+83.81 28+37.41 10°39'56" 1102733" 500.00 46.67 93.07 138848.30, 480543.58 138794.93, 480619.67 138818.06, 480579.13 S4997'07"E 560°17'02"E L228 28+83.81 29+31.06 138794.93, 480619.67 138771.51, 480660.70 S60°17'02"E KEATS BEGIN JOLIET AVE PI RAVINE -EB -2 SEGMENT BEGIN STATION END STATION PI DELTA DEGREE RADIUS TANGENT LENGTH BEGIN STATION (NORTH,EAST) END PI (NORTH,EAST) (NORTH, EAST) BEGIN END DIRECTION DIRECTION L222 80+00 82+52.94 139879.91, 480961.85 140132.71, 480970.14 Nl°52'35"E L223 82+52.94 82+87.94 140132.71, 480970.14 140167.70, 480970.69 NO°54'24"E L224 82+87.94 83+86.23 140167.70, 480970.69 140265.97, 480973.04 Nl°22'07"E KEATS BEGIN END PI RAVINE -EB -2 BEGIN END PI BEGIN END SEGMENT STATION STATION STATION DELTA DEGREE RADIUS TANGENT LENGTH (NORTH,EAST) (NORTH,EAST) (NORTH, EAST) DIRECTION DIRECTION L500 500+00 517+53.67 140676.61, 476821.66 C193 S89°12'45"E 378+02.78 139276.36, 481833.99 141029.52, 481876.13 177+59.58 Nl°22'37"E 59026'08" 10054'49" "° DATE I APER REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Desi"eD '°` � Grove Stantec ALIGNMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 84 CHECKED JDP TABULATION ericy Meet zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS �h@fe pride and ����� St. Paul, MN 55113 PROF. NO. 1803878 iistante .gym SAP 180-110-013, SAP 180-020-013 547 RAVINE -WB -2 RAVINE -EB -2 SEGMENT SEGMENT BEGIN STATION END STATION PI STATION DELTA DEGREE RADIUS TANGENT LENGTH BEGIN (NORTH,EAST) END (NORTH,EAST) PI (NORTH, EAST) BEGIN DIRECTION END DIRECTION L213 170+00 172+14.98 140702.91, 476607.02 140699.85, 476828.87 140679.56, 476606.70 140676.61, 476821.66 C193 S89°12'45"E 378+02.78 C200 172+14.98 177+59.58 175+14.65 59026'08" 10054'49" 525.00 299.67 544.61 140676.61, 476821.66 140412.39, 477270.12 140672.49, 477121.30 S89°12'45"E S29°46'38"E L214 177+59.58 180+81.29 S29°46'38"E 140412.39, 477270.12 140133.16, 477429.89 386+55.94 S29°46'38"E 59028'41" 10054'49" 525.00 299.93 545.00 C201 180+81.29 186+62.62 184+01.21 59°28'41" 10°13'53" 560.00 319.92 581.33 140133.16, 477429.89 139851.32, 477908.67 139855.48, 477588.77 S29°46'38"E S89°15'18"E L215 186+62.62 190+65.17 C197 389+95.77 139851.32, 477908.67 139846.08, 478311.19 3019'22" 8009'42" 702.00 20.36 40.71 S89°15'18"E 139880.19, 478289.60 C202 190+65.17 193+34.14 192+01.51 23006'15" 8035'24" 667.00 136.33 268.96 139846.08, 478311.19 139789.19, 478572.21 139844.31, 478447.51 S89°15'18"E S66°09'03"E L216 193+34.14 198+51.25 402+56.61 409+56.12 139789.19, 478572.21 139580.10, 479045.16 140123.97, 480149.74 S66°09'03"E N68°00'26"E C203 198+51.25 207+70.85 203+91.01 75016'15" 8011'06" 700.00 539.76 919.61 139580.10, 479045.16 139783.82, 479875.42 139361.86, 479538.83 S66°09'03"E 13894'42"E L218 207+70.85 208+87.90 140174.85, 480420.99 139783.82, 479875.42 139875.33, 479948.41 S89°15'18"E N38°34'42"E C198 C204 208+87.90 215+25.23 1 212+30.57 52°10'00" 8°11'06" 700.00 1 342.67 637.34 1 139875.33, 479948.41 1 140138.76, 480504.74 140143.21, 480162.09 N38°34'42"E 589°15'18"E L217 215+25.23 229+38.21 140138.76, 480504.74 140120.39, 481917.60 S89°15'18"E 424+04.92 "° DATE I APER REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Desi"eD '°` � Grove Stantec ALIGNMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 84 CHECKED JDP TABULATION ericy Meet zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS �h@fe pride and ����� St. Paul, MN 55113 PROF. NO. 1803878 iistante .gym SAP 180-110-013, SAP 180-020-013 547 RAVINE -WB -2 SEGMENT BEGIN STATION END STATION PI STATION DELTA DEGREE RADIUS TANGENT LENGTH BEGIN (NORTH,EAST) END (NORTH,EAST) PI (NORTH, EAST) BEGIN DIRECTION END DIRECTION L203 370+00 372+21.87 140702.91, 476607.02 140699.85, 476828.87 S89°12'41"E C193 372+21.87 378+02.78 375+41.51 59026'04" 10013'53" 560.00 319.64 580.90 140699.85, 476828.87 140418.02, 477307.23 140695.45, 477148.48 S89°12'41"E S29°46'38"E L204 378+02.78 381+10.94 140418.02, 477307.23 140150.54, 477460.27 S29°46'38"E C194 381+10.94 386+55.94 384+10.87 59028'41" 10054'49" 525.00 299.93 545.00 140150.54, 477460.27 139886.31, 477909.12 139890.21, 477609.22 S29°46'38"E S89°15'18"E L205 386+55.94 389+95.77 139886.31, 477909.12 139881.90, 478248.93 S89°15'18"E C197 389+95.77 390+36.48 390+16.13 3019'22" 8009'42" 702.00 20.36 40.71 139881.90, 478248.93 139880.19, 478289.60 139881.63, 478269.29 S89°15'18"E S85°55'56"E L206 390+36.48 399+53.23 139880.19, 478289.60 139815.16, 479204.03 S85°55'56"E L207 402+56.61 409+56.12 1139862.01, 479501.13 140123.97, 480149.74 N68°00'26"E C196 409+56.12 412+33.91 410+96.87 22044'16" 8011'06" 700.00 140.75 277.79 140123.97, 480149.74 140174.85, 480420.99 140176.68, 480280.25 N68°00'26"E S89°15'18"E L210 412+33.91 421+85.35 140174.85, 480420.99 140162.48, 481372.35 S89°15'18"E C198 421+85.35 422+40.87 422+13.13 4°32'40" 27.78 55.52 140162.48, 481372.35 140159.56, 481427.78 140162.12, 481400.12 S89°15'18"E S84°42'38"E FE .87 423+C199 E8011'06"700.00 423+49.39 424+04.92 423+77.17 4°32'40" 700.00 27.78 55.52 140149.55, 481535.83 140146.63, 481591.26 140146.99, 481563.49 S84°42'38"E S89°15'18"E L208 424+04.92 427+31.57 140146.63,481591.26 1 140142.39,481917.89 589°15'18"E "° DATE I APER REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Desi"eD '°` � Grove Stantec ALIGNMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 84 CHECKED JDP TABULATION ericy Meet zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS �h@fe pride and ����� St. Paul, MN 55113 PROF. NO. 1803878 iistante .gym SAP 180-110-013, SAP 180-020-013 547 aAa III L I � 1 III I I I I I / I lu III II I I / I II pl II I I I 111 III I I I / I III I INP. R/W / I �- 1� ----- III ql `---- _------------------------------- 1 ------------------ I � I �\ I 1 I II I Y 3-04 — 3-04 3-10j V 3-0 J- — 3-Oj 3-Oj 3-Oj 7Oj — J-Oj J-04 3-Oj 3-Oj J-Oj 3-04 3 -10A3 -0J DPW 3-0j J-04-3-Oj 3-0j 3-Oj 0-Qj '-0j 3 -cm —$— a -m — 3-W N�i 4 c:t—-------- < BEGIN SAP 180-123-001 - 65TH - EB STA. 100+68.07 _ A A 1 n 99 100 — A I n A A T OHU — OHU OH%�-- OHU OHU �° I OHU FO�OHU OHU w N a z O I-- 0 0 25' 50' LIJ -- ss_— 00 - - - - - - -- - - - - - - - - - - - 65TH ST n ------ + A � O 105 A A n A ou I I I I I II I I I OHU OHH\U \\ OHU AHU OHUrOHOHU OHU OHU — OHU i OHX OHU OHU I OHU OHU — OHU I 0««-- O INP. 65TH - EB \\ I I \ I REMOVE BITUMINOUSCLEARING AND — CUL — REMOVE PIPE CULVERTS \ I PAVEMENT X GRUBBING -- REMOVE PIPE SEWER (STORM) \REMOVE CONCRETE I I ® I REMOVE WATER MAIN III III _-------- �\\Yi -- ---+68.1------ � III I�I �XA�� d 29.6' L A CONSTRUCTION LIMITS 3-0j 3-Oj J-Q!qI� _ 3-0j :)-0j3-0j 3-04 J-Z?4, 3-04 3-04 J -0A J-04 3-04 — 3-04 3-04 3-10.43-0! 3-0.4 3 J-04 3-04 J-04 J-04 J-04 �S}— a -al V \ \ — — — — — — — — — — — — — — ��� — __ _ — — — — — — — — — 718 — — — R LZLLLLZLLLLZLZLLLLZLLLLZLZLLZLZLL LZLL LLZE�E�MmL -- <— «— «—BEGIN SAP 180-123-001 LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLL�LLL<•LL 65TH EB < LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLI -LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLI STA. 100+68.07 --LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL L I.LLLLd-LLLLLLLLLLLLLLLLLL"'_LLLLLLLLLLL�LLLLLLLLLLLLLLLLLLLLLLLI A--LLLLLLLLLLLLLLLLLLLLLLL65TH ST-LLLLLLLLLL'LLLLLLLLLLLLLLLLLLLLLLLI A -LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLEL LLLLLLLLLLLLLLLLLLLLLLLI -LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLI -LLL LLLLL -LLLLLLLLLLLLLLLLLLLLLLLLLL L LLLLLI LLLLLLLLLLLLLLL 99 100 101 102 LLQ LLL LLLLL_ _LLLLLLLLLLLLLLLL LL L L ..LLLL CCCCLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLI —.LLLU± LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLtLLLLLLLLLLLLLLLLLLLLLLLI -LLLLrLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLItLLLLLLLLLLLLLLLLLLLLLLLI n -LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLI A -LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLI I -LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLL LLLLLLLI -LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLI — 1 LL11 —L1LL L---LILLLLLL1--1111 --—L-1L1LL�--L iLy� _7iLLy�IILLLL�____________________'LLLL,�LL[�L--L__LLLL-- --_ I a +33.0 nt70.6' /+68.5 1+21.6'R OHU OHLI 52.6' R OHU uOHU= OHU --OHL� OHU OHU OHU OHU/ — �'-j / �° °— O 7R _ II sA�cur 65TH EB 0 25' 50' I I _ - 18.1' L - — _ BEGIN SAWCu _LLLLLLLLLLLLLLLLCLLL LZa—s<--st—_sem-- --� LLJ _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLL—CL-:L'C c tt ` �� �_ _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLO LLLLLL-CCLLL _LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL + _LLLLLLLLLLLLLLLLLLLLLLLLLLIOLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL n _LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLL,LLLLLL:LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLL......... LLLLLLLLL LLLLLLLLLLLLLI I I I I I LLLL105LLLLLLLLLLLLLLLLLLLLLLL IIIIILLLLLL 1L LLLLLLLLLLLLLLLLLLLLLLLLLLLL _L LLLLLLLLLLL .'LLL LLLUL LL LLLLLL LLL ,LLLLL L+L LL LL.LLLL' LLLLL _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLL LLn LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLLLIVLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.LLLL L LLLLLLLLLL-LLLLluu--------LLLLLLLI�L{.,LLLLLL1.11 LI i.Li _LLLLLLLLLLLLLLLLLLLLLLLLL.. LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL __________________ Im OHU OHU �HU OHU OHU OHU OHU OHX OHU OHU OHU OHU OHU OHU � OHX \\ O p CONSTRUCTION LIMITS I INP. R/W I I \ I I I I \ I I I I \ I I I I \ I I I I \ I I I I NO °AIL I APPR REVISION SURVEY PEW CII 1 OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF / Cotta e Desi�NPD 'DP � Grove Stantee INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 85 CHECKED JDP 65TH STREET erLty neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and Qr°`,P St. Paul, MN 55113 PROF. NO. 1803878 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 INPLACE TOPOGRAPHY &UTILITIES WALK REMOVE----�--r� REMOVE GUARDRAIL - PLATE BEAM ® REMOVE BITUMINOUS — CURB & GUTTER x REMOVE BARBED WIRE FENCE DRIVEWAY PAVEMENT LLLL MILL BIT. SURFACE SAWCUT �my13 UTILITY STRUCTURE REMOVAL LLLL REMOVALS (2.0^) CLEARING AND ` SIGN REMOVALS - SEE SIGNING F PLAN SHEETS 360-399 II IIII I I I I GRUBBING (ACRE) I II 41 I I ® REMOVE CONCRETE REMOVE AGGREGATE SURFACE DRIVEWAY PAVE O COMMON) I j (EXCAVATION - III III I III III 11 9048E I I SAWcur / I I I I NOTE: THE INPLACE B618 CURB AND GUTTER ON 65TH AVE FROM STA. 100+68 TO 112+24 SHALL BE REPLACED ATTHE III III I I I I +42.7 / / I I DISCRETION OF THE ENGINEER IN THE FIELD. REMOVALS WILL BE MARKED. ESTIMATED REMOVE CURB AND GUTTER 150' III III l I 70.4' L III III I I�III snwcur / I I INP. R/Vv I STATION OFFSET INFORMATION BASED ON 65TH - EB ALIGNMENT III Ifl � III III 1 /< 1 A — � — — — — �— — — — '— — — —' — — — � — — — — 111111 \� I `---- -----------------�-------------------------------------- ------------------------------------------------------------ �. III III V \� 1 – 1 ------------------- III III _-------- �\\Yi -- ---+68.1------ � III I�I �XA�� d 29.6' L A CONSTRUCTION LIMITS 3-0j 3-Oj J-Q!qI� _ 3-0j :)-0j3-0j 3-04 J-Z?4, 3-04 3-04 J -0A J-04 3-04 — 3-04 3-04 3-10.43-0! 3-0.4 3 J-04 3-04 J-04 J-04 J-04 �S}— a -al V \ \ — — — — — — — — — — — — — — ��� — __ _ — — — — — — — — — 718 — — — R LZLLLLZLLLLZLZLLLLZLLLLZLZLLZLZLL LZLL LLZE�E�MmL -- <— «— «—BEGIN SAP 180-123-001 LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLL�LLL<•LL 65TH EB < LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLI -LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLI STA. 100+68.07 --LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL L I.LLLLd-LLLLLLLLLLLLLLLLLL"'_LLLLLLLLLLL�LLLLLLLLLLLLLLLLLLLLLLLI A--LLLLLLLLLLLLLLLLLLLLLLL65TH ST-LLLLLLLLLL'LLLLLLLLLLLLLLLLLLLLLLLI A -LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLEL LLLLLLLLLLLLLLLLLLLLLLLI -LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLI -LLL LLLLL -LLLLLLLLLLLLLLLLLLLLLLLLLL L LLLLLI LLLLLLLLLLLLLLL 99 100 101 102 LLQ LLL LLLLL_ _LLLLLLLLLLLLLLLL LL L L ..LLLL CCCCLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLI —.LLLU± LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLtLLLLLLLLLLLLLLLLLLLLLLLI -LLLLrLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLItLLLLLLLLLLLLLLLLLLLLLLLI n -LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLI A -LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLI I -LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLL LLLLLLLI -LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLI — 1 LL11 —L1LL L---LILLLLLL1--1111 --—L-1L1LL�--L iLy� _7iLLy�IILLLL�____________________'LLLL,�LL[�L--L__LLLL-- --_ I a +33.0 nt70.6' /+68.5 1+21.6'R OHU OHLI 52.6' R OHU uOHU= OHU --OHL� OHU OHU OHU OHU/ — �'-j / �° °— O 7R _ II sA�cur 65TH EB 0 25' 50' I I _ - 18.1' L - — _ BEGIN SAWCu _LLLLLLLLLLLLLLLLCLLL LZa—s<--st—_sem-- --� LLJ _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLL—CL-:L'C c tt ` �� �_ _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLO LLLLLL-CCLLL _LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL + _LLLLLLLLLLLLLLLLLLLLLLLLLLIOLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL n _LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLL,LLLLLL:LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLL......... LLLLLLLLL LLLLLLLLLLLLLI I I I I I LLLL105LLLLLLLLLLLLLLLLLLLLLLL IIIIILLLLLL 1L LLLLLLLLLLLLLLLLLLLLLLLLLLLL _L LLLLLLLLLLL .'LLL LLLUL LL LLLLLL LLL ,LLLLL L+L LL LL.LLLL' LLLLL _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLL LLn LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLLLIVLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.LLLL L LLLLLLLLLL-LLLLluu--------LLLLLLLI�L{.,LLLLLL1.11 LI i.Li _LLLLLLLLLLLLLLLLLLLLLLLLL.. LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL __________________ Im OHU OHU �HU OHU OHU OHU OHU OHX OHU OHU OHU OHU OHU OHU � OHX \\ O p CONSTRUCTION LIMITS I INP. R/W I I \ I I I I \ I I I I \ I I I I \ I I I I \ I I I I NO °AIL I APPR REVISION SURVEY PEW CII 1 OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF / Cotta e Desi�NPD 'DP � Grove Stantee INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 85 CHECKED JDP 65TH STREET erLty neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and Qr°`,P St. Paul, MN 55113 PROF. NO. 1803878 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 o.a ooQ= a�= 'A' < 0 I 0 I I all 1 III I � I I III _ I 11 $ I g alll ~ III I L ---- I 0 I 1 VIII I III , INP. R/W PROP. R/W I v III I III � I v III III — — $ O �------------- � I I 0 O \� I � ® SII ------------------- _ III ---------------------------------- Fo-C III' «-4— <<c�LL �, 1 1 J-pJ J -W FOL FOC FOC FOL — L FO -CI ° -C �j \ \ FOL —FOL L L �� Lr) G -Ca � � +�--- —---—--------------- cz-- -----------=--------- c— ---- ,+ O 65TH ST 110 -I ---- ,�I A o B a — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —_— — / O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I ------------------------------- — _ p` I EL --0 EC@\ 1,I HU � OHU � OHU OHU OHU OHU OHU C�1 OHU OHU OHU OHU -' U OHU OHU OHU OHU OH -B nui E_DHU OHU 0f OHU OhYI� III � — � — — — — — — T — — — � o �F_Lb— - � - nE� E -D —Iy�lE — I IIIIII III w lII Ililll N I I I INP. R/W � I I I I IIFr III I \ 65TH EB I I I I Q III a I I o REMOVE BITUMINOUS CLEARING AND — CUL —REMOVE PIPE CULVERTS I I I (II� o ill PAVEMENT X I I I I IYIII III I n GRUBBING �»� REMOVE PIPE SEWER (STORM) I 0 25' 50' ® REMOVE CONCRETE WALK I REMOVE WATER MAIN I I I I III II� I REMOVE w --w- v--r-o REMOVE GUARDRAIL - PLATE BEAM ®DRIVEWAY BITUMINOUS DRIVEWAY PAVEMENT CURB & GUTTER x REMOVE BARBED WIRE FENCE INPLACE TOPOGRAPHY & UTILITIES LLLL MILL BIT. SURFACE SAWCUT +oyn UTILITY STRUCTURE REMOVAL LLLL (2.0") REMOVALS CLEARING AND ` SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) F PLAN SHEETS 360-399 L x I I j I ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE +92.2 SAWCUT DRIVEWAY PAVE O (EXCAVATION - COMMON) / 111.3' L ASAW�� " I 1 NOTE:THE INPLACE B618 CURB AND GUTTER ON 65TH AVE FROM STA. 100+68 TO 112+24 SHALL BE REPLACED ATTHE S I L 1 DISCRETION OF THE ENGINEER IN THE FIELD. REMOVALS WILL BE MARKED. 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R/W \OV J �— REMOVE CASTING +0951 1 J'od J-� 27.9' L / / / r'O-C FOC — FOL — FOC L — FO -C o / / /� 00 �L �L �L �L �r—i <— LILLLLLLL�LLLLLLL LLLLLLLLLLLLLLL a [LL[,,3_12// / // /313 / / / / / :a' a X314 � l0 LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL..LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLI LLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLI/0// / / / / / / / / / / / / /�/ / / / / / / / ri LLLLLLLLLL 65TH ST i --I LLLL".LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL" '_LLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLL'1 '-LLLLLLLLLLLLLLL�L---LLLLLLLLLLLLLI " LLLLLLLL LLLLLLLLL L LLLLLLLLLLLLLL L LLL -1 LLLL LLLLLLLLLL LLL11L LLLLLLLLLLLLF.F.F.F.LL L�����LLLLLLL1081LLLL LLLL�LLLLLLLLLLLL109-LLLLL�LLLLLLLLLLL LLLLLLLLLLLL1110LLLL LLLLLLLLLLLLLLLLL111-LLLLLLLLLLLLLlLLELLLLLLLLLLLLLLLL112 LLLL LLLLLLLLfLLitLL' ' ' ' -- LLLLLLL LLLLLL LL -L -•-•-•-•-• L' LiLLL LtLLLL�++++++rrrr L'LL-LLLL�++ rLLLLrtLLL y LCLLLL ...��LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLL LLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLL±LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL�LLLLLLLLLLL L LLLLLLLLLL�LLLL�LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL LLLLLLLLLL LLLLLLLLLLLLLLLLL LLLLL LLLLLLLLLLL LL LLLL LL LL LL LL LL LLL L LLLL L LLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL�LIL���LLLLLLLL,LLL,LLLLL,`I`/ LLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLIL LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLkLLLLLLLLLLLL4/ / / / / / / / / / / / / •••,+V,•.•+�w.•••.y. ••, LL�LLLLLLLLLLLL�L4,LLLLL.LI_LLLIL.L�'_'_LLLLLLL�'_'_�'——LL1J1LLL111 LL1J1LL LJ 111E L1uL1--- �,yyu Ll — LLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLI / / / / / / / / / / / jJY�f`i�'�'�"�'�+�✓� LL-LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLL LLLLLLLLLLL / / / / / 11�LL�L�LLLLLLLLLLLLLLL LLLLLLLLLLLL LLLLLLLLLL�LLLLLL�� - _-- y +23.8-- /� / 24.5' R C"C — �-C / / / / � Fo-C +20.1 BEGIN SAWCUi / / / / / ' 44.3' R E{ — EC � E -C / / / / / HU � OHU � OHU OHU OHU OHU OHU OHU C#1 OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH Ems. n"i= E -D DHU OHU OFITJ 0/H / h HU e - - E� — I I I I I r 7.6 CONSTRUCTION LIMITS I I I I I I +s -R >/ / III +zo.l N I I INP. R/W I I I I 24.5' R I / III I I I I END SAWCUi I_ - Q / / /III T \ +20.R I I I 65TH - EB I I I I �' /w /// ISI o / I 1 0 25' 50' NO °AIL APPR REVISION SURVEY PEW O CITY OF COTTAGE GROVE MN DRAWN SMU/MShAF / e DESIGNED JED Cotta , Grove Stantec INPLACE TOPOGRAPHY, UTILITY & REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 86 CHECKED LDP65TH STREET er)ty neer zags H�Ig nway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here pride andprOsP St. Paul, MN 55113 PROF. NO. 1803878—.stant—c— SAP 180-110-013, SAP 180-020-013 547 aAa= waw o 0 I I I I I I I I I I I I I I I I I I 65TH - WB ----�---------J L--------- -L---------J PROP R/W c:) F N (k 25' 50' 320 FOC FOC FOC FO -C — FOC — FPC Fo-C FO -C FPC FPC — FPC FPC FPC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOL FOC — FOL FOL FOL ---------------315---------------------------------------------------------- �__ �______---_---------------------__- -------------------------------------------- 65TH ST ^^ 120 11 S --------------------------------------------------- -- _________----- ----- --------------- — - __-—______ _______ ��------------ ----o- - -�CI1L � OHU OHU OHU � OHU — OHU� OHU OHU OHU OH OHU OHU OHU OHU OEI 0 U � �JHP OHP OHU- OHU �-- OHU OHU — OHU — OHU O rz, I OHU OHU OHU \ I 0 °jra I I INP. 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R/W 65TH - WB 321 320 — O C FOC FOC — - FOC — FOC FPC FO -C FPC — FPC — - FPC FPC FPC FPC FOC — FO -C FOC FOC FOC FOC FOC —319 -C Fo-C Fo-C Fo-C FO -C FO -C FO -C FO -C 316 317 318 N + �r 315 �r ^r + 7. / / /65TH ST/ / / / / / 120 116 117 118 / 119�i / / / / / / ii_.- .�.. .:irrr'wi�.:•i- - rL'�LiWL�ii���u:ri�'1��ti �'�i�WriiriiW iiriiriir�i�i.:ri..riu.ri,..rr �r �..l�r.:��r1��iri�Yi�JrJ iri�iL r'Lr'r.:r�'r'rL �Sr�LiLiL i iri �••r��� �, iriirrirri..:l i..:li�..li�.: OHU OHU OHU OHU OHU OHU OHU OHU OH OHU OHU OHU OHU OHU U HIP OHP _ HU - OHU)- OHU — OHU — OHU — OHU %px�( � aHU OHU �HU O Y \ %1`X1 RELOCATE iUMAIL 06 BOX SUPPORT N I CONSTRUCTION LIMITS / INP. R/W qyp I +37.5 - -I- - - - - - - - 61.0' R I I 65TH EB j // SAWCUT I I / I 0 25' 50' NO DATE APPR REVISION SURVEYPBW DRAWN SMV/MAF CITY OF COTTAGE GROVE/ MN DRAWN Cottage DESIGNED '°` � Grove Stantec INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 87 CHECKED JDP 65TH STREET er)ty Meet z ss Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED Des "here pride and P,O,P St. Paul, M" 55113 PROF. NO. 19803878 —.=tanto m SAP 180-110-013, SAP 180-020-013 547 o .a h=< a�a= 0 0 NI Iq I I I ;-------------- ------------- ------------------------------ --- III III ��� J ' I J --- --------------------- , III " III ------- PROP. 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R/W STA. 130+50.03 �— — — — -- =— 330 65TH ST OHU OHU OHU OHU OHU O OH — XX—X- 0 ------------------------------------------ ------------------------------------------ 135 0 N 25' 50' — — — —� — — — — — — — — — -T — — —F— I I I I I I I INP I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I REMOVE BITUMINOUS CLEARING AND — CUL — REMOVE PIPE CULVERTS I I I PAVEMENT X GRUBBING -- REMOVE PIPE SEWER (STORM) I I I I ® REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE r--v--r--r� REMOVE GUARDRAIL - PLATE BEAM INPLACE TOPOGRAPHY & UTILITIES ®DRIVEWAY BITUMINOUS — DRIVEWAY PAVEMENT CURB & GUTTER x REMOVE BARBED WIRE FENCE LLLL MILL BIT. SURFACE SAWCUT +GTOD UTILITY STRUCTURE REMOVAL REMOVALS LLLL (2.0") / CLEARING AND ` SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) F PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE DRIVEWAY PAVE 0 (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON 65TH - EB ALIGNMENT N CONSTRUCTION LIMITS 0 25' 50' — — END SAP 180-123-001 _ — — — 65TH=EB — INP—WW — — — — — — — — — — — — — — — — — — STA. 130+50.03 32 .-- — --- r�r�----------------------------------------- ----------------------------------------------- Lr) / T / / / / / / 133 / / / / / / / / 65TH S 134 135 330j 330 131 132 — + / / / / / / 12900 N ZL/L/r/.. l //./ �/ / --'--------------------------_--- _ ____ _ — ri — — — — — — — — — — — — — — — — ---- ---- -- - ---------------- ------ — +499 SAWCUT 11.9' R OHU OHU OHU OHU OHU OFEI OH — J °—X—X—X— I I I I I I I I I CONSTRUCTION LIMITS I INP R/W I I I I I I I I I I I I I 65TH EB I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NO DATE APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF / Cotta e DESIGNED 'D` � Grove Stantee NPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 89 CHECKED JDP 65TH STREET edty neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here pride and QfOSP St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 o.Q Qua oho= OF 80 o OF OF aA oo QEo 0°0 I I I I I I I 0 I I I I I I I - I A III I III - I II I III I I II I III III I I III IIF_ I III 10 I I IIIDE) ^ 311\ I III IIII I,II IIIA°` III4 - - - - - - - - - - - - - - - - - - - if w 41 n ill C, tel ^ 111111 I—I _ J +\4I JJ -----------------� " I p II I n a9 II, I n II I II " I " I 50' I I I I INP. R/W IDEAL FO 3J-T�- PROP. 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SURFACE LLLL SAWCUT�myn UTILITY STRUCTURE REMOVAL (2.0") CLEARING AND ` SIGN REMOVALS - SEE SIGNING F GRUBBING (ACRE) PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE 0 DRIVEWAY PAVE (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON IDEAL ALIGNMENT PROP. R/W I /" +39.9 ;Q\ 16.6' L -�_ FOC pH2-_�kP_ - v g-----��— OHP —OHP —OHP —OHPp p I—I—II- \—I- \14 v 16 <<—<—<— SAWCUT IDEAL AVE v `+86.8- 13.7' R 1.9' 1 — — 11.9' R J — v CONSTRUCTION LIMITS I I �^� I v ------ I I r - - - - - - - I v I , I I I i I I I NO DALE I A°PR REVISIONSURVEY PEW CITY OF COTTAGE GROVE, MN �"�� DRAWN SMU/MAF DESIGNED �°"°° '°° � Grove Stantec INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 90 CHECKED �°P IDEAL AVENUE edty Meet 2335 Hlgnway33w SAP 180-121-001, SAP 180-123-001 APPROVED DES "here pride OF and ,,,,pSt. Paul, MN 55113 PROF. NO. ,8038,8—.staat—c— SAP 180-110-013, SAP 180-020-013 547 0 OF 8 oz �0 OF OF nA oo QEo 0 BEGIN SAP 180-110-013 JAMAICA - NB STA. 601+24.84 INP — — — <<—<<- I NP <<< JAMAICA - SB v � v JAMAICA AVE v O 701 702 703 704 705 706 707 + O A v A --� —---6-_-_-_-__-__-—_L-_-___-_-_--"------i-_____-_-_---� _ _ _ _ _ _ -- 601 602 603 604 605 606 � —607— A A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �\1,"', / v — — — — — — — — — — — — — — — INP. R/W J — — — V — — z z IZ JAMAICA - NB W W REMOVE BITUMINOUSCLEARING AND — CUL — REMOVE PIPE CULVERTS 0 25' S0' PAVEMENT X GRUBBING»� REMOVE PIPE SEWER (STORM) ® REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE----�--r� REMOVE GUARDRAIL - PLATE BEAM DRIVEWAY PAVEMENT INPLACE TOPOGRAPHY &UTILITIES ® REMOVE BITUMINOUS — CURB & GUTTER x REMOVE BARBED WIRE FENCE LLLL MILL BIT. SURFACE SAWCUT tmyn UTILITY STRUCTURE REMOVAL REMOVALS LLLL (2.0") CLEARING AND ` SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) F PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE DRIVEWAY PAVE 0 (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON JAMAICA - NB ALIGNMENT BEGIN SAP 180-110-013 JAMAICA- NB STA. 601+24.84 7- a 0 25' 50' INP — 601 14.7' R BEGIN SAWCUi / JAMAICA - NB JAMAICA - SB JAMAICA AVE n _ 702 _ — — 703 — —704 — _ 705 _ _ 706 CONSTRUCTION LIMITS+63.4 o-- ll" +63.4 M 1 n 22.6' L +94.2 +86.7 ^ --BEGIN SAWCUi-� 0.5' R 0.7' R 602 603 604 605 606\ ^ \ +93.9 12.0'R T II CONSTRUCTION LIMITS INP R/W J I z z rn rn W W I v v +86.7 �11.9' R v-60-7 v v I v I O lfl n O NO °AIL I APPR REVISION SURVEY AWN SEW CITY OF COTTAGE GROVE, MN �"�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 91 CHECKED JDE JAMAICA AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DES ""ere Pride -116" " St. Paul, MN 55113 PROF. NO. 19803878 ,stanza ." m SAP 180-110-013, SAP 180-020-013 547 A. Ao= waw o OF 8OF o> OF OF nA FE oo QEFEo 0 JAMAICA - SB NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 92 CHECKED JDP JAMAICA AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "here Pride an6""" St. Paul, MN 55113 PROF. NO. 1803878staat°c.30m SAP 180-110-013, SAP 180-020-013 547 INP. R/W `� - END SAP 180-110-013 « « « « <= JAMAICA=NB -________________ i � _________ STA. 611+64.29 O n lfl + 708 -- n 709 — - 710 -- — -- 711 - - -- 712713 --- - — - 713 - - - - - - - -- - yam- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O A A — — — — — — — — 609 — — — — — — — — — — —� — — — — 610 — 611 — — — — — '— — — — — — — — — — — — — 612 — — — — — — — — i-_____-- � ------ — — — — — — — — — — — — — 613 613 — — — — — — — — — — — — — — — — -7- — — — — — — — — — — — — — 608 A JAMAICA AVE i INP. R/W v 0 25' 50' JAMAICA - NB — REMOVE BITUMINOUS\ / CLEARING AND — CUL — REMOVE PIPE CULVERTS PAVEMENT n GRUBBING REMOVE PIPE SEWER (STORM) ® REMOVE CONCRETE WALK I REMOVE WATER MAIN INPLACE TOPOGRAPHY & UTILITIES REMOVE -- BITUMINOUS — CURB & GUTTER ®DRIVEWAY REMOVE GUARDRAIL - PLATE BEAM x--�--r� REMOVE BARBED WIRE FENCE DRIVEWAY PAVEMENT LLLLMILL BIT. SURFACE SAWCUT LLLL +GTOD UTILITY STRUCTURE REMOVAL REMOVALS (2.0^) CLEARING AND ` SIGN REMOVALS - SEE SIGNING F GRUBBING (ACRE) PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE 0 DRIVEWAY PAVE (EXCAVATION -COMMON) NOTE: STATION OFFSET INFORMATION BASED ON JAMAICA- NB ALIGNMENT JAMAICA - SB END SAP 180-110-013 JAMAICA - NB Q STA. 611+64.29 / INP. R/W - -- - - - - - - - - - - - - - - - - +64.3 CONSTRUCTION LIMITS ENDSAWCUi 708 ������_______ ___ 709 710 ___�_________---------------------------------------- 711 712 713 713 ------ -----------609 --------- --- ---- 1---612 --------- --------- _ ------------ ------------ 608 610-------------611---------- 613 613 A JAMAICA AVE --------------------------------------------------- CONSTRUCTION LIMITS ------------ +77s1 14.6 R SEND SAWCUi � v - - - - - - - INP. - - - - - - - - - - - - - - - - - - - - JAMAICA - NB x Z x - x x D 25' 50' NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 92 CHECKED JDP JAMAICA AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "here Pride an6""" St. Paul, MN 55113 PROF. NO. 1803878staat°c.30m SAP 180-110-013, SAP 180-020-013 547 BEGIN SAP 180-121-001 RAVINE -EB STA. 170+32.69 I v it I II R II it I II I RAVINE - WB v II I II V II I II II I II — I I II v II I II I o o II PROP. R/W li I I II > II I II II I II II II 70 I I 371 II � II II v L7.0 i II 171 V !� v II II II � II II I II II I II v II n I II N Ili II V II II II I 0 25' 50' v �I II II REMOVE BITUMINOUS \ / CLEARING AND — CUL — REMOVE PIPE CULVERTS I v II PAVEMENT n GRUBBING _ REMOVE PIPE SEWER (STORM) I II REMOVE CONCRETE I REMOVE WATER MAIN I WALK REMOVE -- REMOVE GUARDRAIL - PLATE BEAM ®DRIVEWAY PAVEMENT REMOVE BITUMINOUS CURB & GUTTER x--�--r� REMOVE BARBED WIRE FENCE LLLL MILL BIT. SURFACE SAWCUT�oyn UTILITY STRUCTURE REMOVAL LLLL (2.0") CLEARING AND ` SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) r PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE v II DRIVEWAY PAVE O (EXCAVATION -COMMON) ill NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT it v IG BEGIN SAP 180-121-001 III RAVINE - EB STA. 170+32.69 III v it I f v I II v it I I v I' I i i I� I� I CONSTRUCTION LIMITS I v II II I� v �I I N + v Ii V II II I I 0 25' 50' 1 I I, a V Q a SII II II II II II II II II INPLACE TOPOGRAPHY & UTILITIES REMOVALS RAVINE - WB PROP. R/W >� -> PROP. R/W RAVINE - EB A�pRop. CONSTRUCTION LIMITS �7 NO DATE I APPR REVISION SURVEY SW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 93 CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride a,',,,,,p St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 'A' waw o 0 0 25' 25' 50' 50' RAVINE - WB RAVINE - WB TE PROP. R/W -76 O 175 cp 176 RAVINE - EB PROP. R/W INPLACE TOPOGRAPHY & UTILITIES REMOVALS 1 7 — 17S RAVINE - EB PROP. R/W PROP. R/W J NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 94 CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878staat°c.30m SAP 180-110-013, SAP 180-020-013 547 REMOVE BITUMINOUS \ / CLEARING AND - CUL - REMOVE PIPE CULVERTS PAVEMENT n GRUBBING REMOVE PIPE SEWER (STORM) REMOVE CONCRETE I REMOVE WATER MAIN WALK BITUMINOUS REMOVE REMOVE GUARDRAIL - PLATE BEAM ®REMOVE DRIVEWAY PAVEMENT CURB & GUTTER x REMOVE BARBED WIRE FENCE LLLL LLLL MILL BIT. SURFACE (2.0--) SAWCUT�myn UTILITY STRUCTURE REMOVAL CLEARING AND ` SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) F PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE 0 DRIVEWAY PAVE (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 94 CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878staat°c.30m SAP 180-110-013, SAP 180-020-013 547 6 Q .O haw oop soQp 03o0 �ooa oa-o wows wio m.5 o,.< hQ�Q a aoz� a Aao waw o 2� 0 25' 50' Z� 0 25' 50' PROP. R/W RAVINE - VV �K�l>>->_ PROP. R/W PROP. R/W 'e PROP. R/W 178 379 179 INPLACE TOPOGRAPHY & UTILITIES REMOVALS RAVINE - W� 380 380 180 382 N 182 F _ O REMOVE BITUMINOUS\ / CLEARING AND - CUL - REMOVE PIPE CULVERTS PAVEMENT n GRUBBING»� REMOVE PIPE SEWER (STORM) REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE -- REMOVE GUARDRAIL - PLATE BEAM ®DRIVEWAY BITUMINOUS DRIVEWAY PAVEMENT CURB & GUTTER x--�--r� REMOVE BARBED WIRE FENCE LLLL MILL BIT. SURFACE SAWCUT�myn UTILITY STRUCTURE REMOVAL LLLL (2.0") CLEARING AND ` SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) F PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE DRIVEWAY PAVE 0 (EXCAVATION -COMMON) NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec IN PLACE TOPOGRAPHY, UTILITY & REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 95 CHECKED JDP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 0 0 25' 25' 50' 50' 383 PROP. R/W RAVINE - WB 384 V ------------ — �� _ 184 PROP. R/W INPLACE TOPOGRAPHY & UTILITIES REMOVALS RAVINE - EB PROP. R/W I i r RAVINE - WB \ O z CONSTRUCTION LIMITS � o RAVINE - EB PROP. R/W z� NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT 00 \r W w � TE NO DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 96 CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 REMOVE BITUMINOUS\ / CLEARINGAND — CUL — REMOVE PIPE CULVERTS PAVEMENT GRUBBING —»— REMOVE PIPE SEWER (STORM) REMOVE CONCRETE ,X` I REMOVE WATER MAIN WALK REMOVE BITUMINOUS REMOVE r--w--w--r� REMOVE GUARDRAIL - PLATE BEAM ® DRIVEWAY PAVEMENT CURB & GUTTER x REMOVE BARBED WIRE FENCE LLLL LLLL MILL BIT. SURFACE SAWCUT +Cyn UTILITY STRUCTURE REMOVAL (2.0") CLEARING AND ` SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) r PLAN SHEETS 360-399 ®REMOVE CONCRETE DRIVEWAY PAVE 0REMOVE AGGREGATE SURFACE (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT 00 \r W w � TE NO DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 96 CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 m55 oJ=Q Q ooh= N (k 0 25' a� I I I I J I r I I I RAVINE - WB TE I - 387 388 > 389 n I I I I I INP. R/W� I I III " IIIA III III 187 188 I I III 189 I I� III " III III— III III III III n III III_ III III I III III III INP. R/W III " III III I III — II "VIII I LL lu I RAVINE - EB III " II TE jl— III I INPLACE TOPOGRAPHY & UTILITIES REMOVALS r— I I I I RAVINE WB CONSTRUCTION LIMITS A RAVINE - EB 4�- -J 9 — R INP. R/W TE J >- 390 -> >-> > >-> > ->->->->- >- - CUL - REMOVE PIPE CULVERTS 391 X91 n GRUBBING -- REMOVE PIPE SEWER (STORM) ® REMOVE CONCRETE 3992 Ln WALK REMOVE BITUMINOUS REMOVE----�--r� N 190 e ® DRIVEWAY PAVEMENT LLLL MILL BIT. SURFACE LLLL CURB & GUTTER SAWCUT x REMOVE BARBED WIRE FENCE +GTOD UTILITY STRUCTURE REMOVAL (2.0") CLEARING AND ` F N GRUBBING (ACRE) PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE O 190 191 - (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT - 192 - INP R/W >>-> 390- > - > > - > - > > - =j REMOVE BITUMINOUS \ / CLEARING AND - CUL - REMOVE PIPE CULVERTS PAVEMENT n GRUBBING -- REMOVE PIPE SEWER (STORM) ® REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE BITUMINOUS REMOVE----�--r� REMOVE GUARDRAIL - PLATE BEAM 190 e ® DRIVEWAY PAVEMENT LLLL MILL BIT. SURFACE LLLL CURB & GUTTER SAWCUT x REMOVE BARBED WIRE FENCE +GTOD UTILITY STRUCTURE REMOVAL (2.0") CLEARING AND ` F SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE O DRIVEWAY PAVE (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT I I I - >>-> 390- > - > > - > - > > - > - > - > - > - > > o-- � Ln N N r -i 190 e _ t- I CONSTRUCTION LIMITS \ \ \ I I f \ \\ I I TE I I \ \ NO DATE I A°PR REVISION SURVEY SW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°° � Grove Stantec INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 97 CHECKED JDP RAVINE PARKWAY erLty neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 staatNc.30m SAP 180-110-013, SAP 180-020-013 547 \V 0 7 / 7 v / /7/ / RAVINE - WB 193 194 �' RAVINE - WB INP. R/W w\ CONSTRUCTION LIMITS INP. R/W - INP. R/W A) 0 25' 50' \ 195 RAVINE - EB \ 195 RAVINE - EB / INPLACE TOPOGRAPHY & UTILITIES REMOVALS 196 197 198 I� 19� )NPI NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT Ln NO DATE I APPR REVISION SURVEY AWN SEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec IN PLACE TOPOGRAPHY, UTILITY & REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 98 CHECKED JDP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 19803878 staat�.�m SAP 180-110-013, SAP 180-020-013 547 REMOVE BITUMINOUS \ / CLEARING AND - CUL - REMOVE PIPE CULVERTS PAVEMENT n GRUBBING _ REMOVE PIPE SEWER (STORM) REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE BITUMINOUS REMOVE -- REMOVE GUARDRAIL - PLATE BEAM ®DRIVEWAY PAVEMENT CURB & GUTTER x--�--r� REMOVE BARBED WIRE FENCE LLLL LLLL MILL BIT. SURFACE SAWCUT �myn UTILITY STRUCTURE REMOVAL (2.0") CLEARING AND ` F SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) PLAN SHEETS 360-399 ®REMOVE CONCRETE DRIVEWAY PAVE 0REMOVE AGGREGATE SURFACE (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT Ln NO DATE I APPR REVISION SURVEY AWN SEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec IN PLACE TOPOGRAPHY, UTILITY & REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 98 CHECKED JDP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 19803878 staat�.�m SAP 180-110-013, SAP 180-020-013 547 6 0 At set ao=', a2 m55 o=F.a h Q�Q a a Aa= waw o 0 0 N (k 25' 50' 50' N 20� _ 201 RAVINE - EB -T N all 200 - RAVINE - EB Z03 / 202 INPLACE TOPOGRAPHY & UTILITIES REMOVALS NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT CONSTRUCTION LIMITS NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 99 CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 REMOVE BITUMINOUS \ / CLEARING AND - CUL - REMOVE PIPE CULVERTS PAVEMENT n GRUBBING REMOVE PIPE SEWER (STORM) REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE BITUMINOUS REMOVE -- REMOVE GUARDRAIL - PLATE BEAM ®DRIVEWAY PAVEMENT CURB & GUTTER x--�--r� REMOVE BARBED WIRE FENCE LLLL LLLL MILL BIT. SURFACE SAWCUT tmyn UTILITY STRUCTURE REMOVAL (2 0") CLEARING AND ` F SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) PLAN SHEETS 360-399 ®REMOVE CONCRETE DRIVEWAY PAVE 0REMOVE AGGREGATE SURFACE (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT CONSTRUCTION LIMITS NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cotta e DESIGNED '°` � Grove Stantec INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 99 CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 Y 0 25' 0 208 — — c I O c c I O c c O c c O c O I 0 INPLACE TOPOGRAPHY & UTILITIES REMOVALS PROP. R/W RAVINE - EB 4�8 RAVINE - WB 210 O — rV NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT RAVINE - WB — o 210— — RAVINE - EB CONSTRUCTION LIMITS PROP. R/W — — — NO DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 100 DESIGNED '°` � Grove IN PLACE TOPOGRAPHY, UTILITY & REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 193803878 SAP SAP 180-110-013, SAP 180-020-013 547 REMOVE BITUMINOUS \ / CLEARING AND — CUL — REMOVE PIPE CULVERTS PAVEMENT n GRUBBING -- REMOVE PIPE SEWER (STORM) REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE BITUMINOUS REMOVE -- REMOVE GUARDRAIL - PLATE BEAM ®DRIVEWAY PAVEMENT CURB & GUTTER x--�--r� REMOVE BARBED WIRE FENCE LLLL LLLL MILL BIT. SURFACE SAWCUT +GTOD UTILITY STRUCTURE REMOVAL (2.0") CLEARING AND ` F SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE 0 DRIVEWAY PAVE (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT RAVINE - WB — o 210— — RAVINE - EB CONSTRUCTION LIMITS PROP. R/W — — — NO DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 100 DESIGNED '°` � Grove IN PLACE TOPOGRAPHY, UTILITY & REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 193803878 SAP SAP 180-110-013, SAP 180-020-013 547 o=F.< 0 0 N (k 25' 50' 50' PROP. R/W / 409 410 / RAVINE - WB � TRANSMISSION EASEMENT � _2_12213 I 21� 214 j \`;73 rV / x RAVINE - EB �j Yti j �?S PROP. R/W \ REMOVE BITUMINOUS \ / CLEARING AND - CUL - REMOVE PIPE CULVERTS PAVEMENT n GRUBBING REMOVE PIPE SEWER (STORM) ®REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE -- REMOVE GUARDRAIL - PLATE BEAM DRIVEWAY PAVEMENT INPLACE TOPOGRAPHY & UTILITIES ® REMOVE BITUMINOUS - CURB & GUTTER x--�--r� REMOVE BARBED WIRE FENCE REMOVALS (2.0") LLLL MILL BIT. SURFACE SAWCUT tmyn UTILITY STRUCTURE REMOVAL LLLL CLEARING AND ` SIGN REMOVALS - SEE SIGNING \ GRUBBING (ACRE) F PLAN SHEETS 360-399 \ ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE DRIVEWAY PAVE 0 (EXCAVATION -COMMON) 410 PROP. R/W NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT 0 / RAVINE - WB / TRANSMISSION EASEMENT o / i RAVINE - EB \ PROP. R/W CONSTRUCTION LIMITS NO DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 101 DESIGNED '°` � Grove INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "here pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 0 0 N 25' 50' N 25' I I I I I I I _ I I I PROP. R/W I I I I I 1 415 416 I I I I I I 217 I I I TRANSMISSION EASEMENT I I L--- ---------------- PROP. R/W o I I I I 0 I 0 O I I I 0 o I PROP. R/W J I I I TRANSMISSION EASEMENT I =O 415 4 I o o I I o a I o I I I I = a I 00 PROP. R/W L-------------------- 1 1 - 11= 0 0 11 RAVINE - WB 417 218 219 RAVINE -EB—V -------- --- 418 220 ----------------------------------- REMOVE BITUMINOUS � i o — INPLACE TOPOGRAPHY & UTILITIES REMOVALS RAVINE - WB M_ OJ 0 220 RAVINE - EB o — - - — — CONSTRUCTION LIMITS 50' �I 419 221 222 420 NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT 420 REMOVE BITUMINOUS \ / CLEARING AND — CUL — REMOVE PIPE CULVERTS E PAVEMENT n GRUBBING REMOVE PIPE SEWER (STORM) "T REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE BITUMINOUS REMOVE----�--r� REMOVE GUARDRAIL - PLATE BEAM ® DRIVEWAY PAVEMENT CURB & GUTTER x REMOVE BARBED WIRE FENCE LLLL LLLL MILL BIT. SURFACE SAWCUT +GTOD UTILITY STRUCTURE REMOVAL (2.0") CLEARING AND ` F SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) PLAN SHEETS 360-399 ®REMOVE CONCRETE DRIVEWAY PAVE 0REMOVE AGGREGATE SURFACE (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT 420 N E N N "T U9 Lri NO DATE I APPR REVISION SURVEY SO CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 102 °Es1�"E° '°` � Grove IN PLACE TOPOGRAPHY, UTILITY & REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED �°P RAVINE PARKWAY edty Meet 2335 Hlgnway33w SAP 180-121-001, SAP 180-123-001 °` APPROVED DES "here pride and ����� St. Paul, MN 55113 PROF. NO. 1803878 staatl.aom SAP 180-110-013, SAP 180-020-013 547 E /- — — — — — — 1 � "T NO DATE I APPR REVISION SURVEY SO CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 102 °Es1�"E° '°` � Grove IN PLACE TOPOGRAPHY, UTILITY & REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED �°P RAVINE PARKWAY edty Meet 2335 Hlgnway33w SAP 180-121-001, SAP 180-123-001 °` APPROVED DES "here pride and ����� St. Paul, MN 55113 PROF. NO. 1803878 staatl.aom SAP 180-110-013, SAP 180-020-013 547 o.Q ooQ= RAVINE - WB 421 422 — iLr) iLr) N 223 224 N RAVINE - EB PROP. R/W 225 423 ------------- TRANSMISSION EASEMENT J NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT in iLn N N N PROP. R/W J RAVINE - WB PROP. R/W 225 TRANSMISSION EASEMENT ---------- --------------- RAVINE - EB - PROP. R/W INPLACE TOPOGRAPHY & UTILITIES REMOVALS II I a II I II Y II II II � I I I I II II I II II II LL II II II I II LL II II II II II r II II o II II I II � II II II ( II II -4I LL ��4u o _ II I I I_u; II I II II � 1229 I_ -- I II 1 II 1 u6 1p II II II Ir I II � II II � II LL I II � LL II I 11 I II II u V V V I N (k 0 25' 50' N 25' 50' NO DATE I APPR REVISION SURVEY SO CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 103 °Es1�"E° '°` � Grove INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED �°P RAVINE PARKWAY edty Meet 2335 Hlgnway33w SAP 180-121-001, SAP 180-123-001 °` APPROVED DES "here pride and ����� St. Paul, MN 55113 PROF. NO. 18038,8 1lstaatl.aom SAP 180-110-013, SAP 180-020-013 547 REMOVE BITUMINOUS \ / CLEARING AND — CUL — REMOVE PIPE CULVERTS PAVEMENT n GRUBBING REMOVE PIPE SEWER (STORM) REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE BITUMINOUS REMOVE -- REMOVE GUARDRAIL - PLATE BEAM ® DRIVEWAY PAVEMENT CURB & GUTTER x--�--r� REMOVE BARBED WIRE FENCE LLLL LLLL MILL BIT. SURFACE SAWCUT�oyn UTILITY STRUCTURE REMOVAL (2.0") CLEARING AND ` SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) r PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE 0 DRIVEWAY PAVE (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT in iLn N N N PROP. R/W J RAVINE - WB PROP. R/W 225 TRANSMISSION EASEMENT ---------- --------------- RAVINE - EB - PROP. R/W INPLACE TOPOGRAPHY & UTILITIES REMOVALS II I a II I II Y II II II � I I I I II II I II II II LL II II II I II LL II II II II II r II II o II II I II � II II II ( II II -4I LL ��4u o _ II I I I_u; II I II II � 1229 I_ -- I II 1 II 1 u6 1p II II II Ir I II � II II � II LL I II � LL II I 11 I II II u V V V I N (k 0 25' 50' N 25' 50' NO DATE I APPR REVISION SURVEY SO CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 103 °Es1�"E° '°` � Grove INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED �°P RAVINE PARKWAY edty Meet 2335 Hlgnway33w SAP 180-121-001, SAP 180-123-001 °` APPROVED DES "here pride and ����� St. Paul, MN 55113 PROF. NO. 18038,8 1lstaatl.aom SAP 180-110-013, SAP 180-020-013 547 o=bi 'A' 0 0 0 0 25' 50' J ' i \ \ INP. R/W Ot M-0) \ \ r \ \ 40 \ \ ?0 \ \ o \ \ \\ 404 V A\ \\ 40 0yG 403 — \ \ RAVINE - WB— \ \ o INPLACE TOPOGRAPHY & UTILITIES REMOVALS Y// \ INP. R/W / '� / / / / �'• oy \ 25' 50' J p / 'o Ot -0) 100 J / / V// / J � / G / / G\ J O 406_ + 405 — O NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - WB ALIGNMENT 405_ \ RAVINE - WB oy ' G \ O 5G \ O ti NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 105 Desi"eD '°` � Grove NPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 o` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 stoat" . 0m SAP 180-110-013, SAP 180-020-013 547 REMOVE BITUMINOUS \ / CLEARING AND — CUL — REMOVE PIPE CULVERTS PAVEMENT n GRUBBING _ REMOVE PIPE SEWER (STORM) REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE BITUMINOUS REMOVE -- REMOVE GUARDRAIL - PLATE BEAM ®DRIVEWAY PAVEMENT CURB & GUTTER x--�--r� REMOVE BARBED WIRE FENCE LLLL LLLL MILL BIT. SURFACE SAWCUT +GTOD UTILITY STRUCTURE REMOVAL (2.0") CLEARING AND ` F SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) PLAN SHEETS 360-399 ®REMOVE CONCRETE DRIVEWAY PAVE 0REMOVE AGGREGATE SURFACE (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - WB ALIGNMENT 405_ \ RAVINE - WB oy ' G \ O 5G \ O ti NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 105 Desi"eD '°` � Grove NPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 o` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 stoat" . 0m SAP 180-110-013, SAP 180-020-013 547 \ PROP. R/W INP. R/W — 410 409_ 408- _ � 407- 0 - - O -1- W RAVINE - WB 21� - RAVINE - EB 211 � PROP. R/W N / 21° 0 25' W. / INPLACE TOPOGRAPHY & UTILITIES REMOVALS .p I O rn W O N 0 25' W. \ \ PROP. R/W \ INP. R/W - 411 / l �13 213 2 / 1-14 / TRANSMISSION EASEMENT � �/ 2�1 / M N NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - WB ALIGNMENT 410 _ - RAVINE - WB \ / TRANSMISSION EASEMENT RAVINE - EB / PROP. R/W CONSTRUCTION LIMITS NO DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 106 Desi"eD '°` � Grove NPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 o` APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 stoat" . 0m SAP 180-110-013, SAP 180-020-013 547 REMOVE BITUMINOUS \ / CLEARING AND - CUL - REMOVE PIPE CULVERTS PAVEMENT n GRUBBING _ REMOVE PIPE SEWER (STORM) REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE BITUMINOUS REMOVE -- REMOVE GUARDRAIL - PLATE BEAM ®DRIVEWAY PAVEMENT CURB & GUTTER x--�--r� REMOVE BARBED WIRE FENCE LLLL LLLL MILL BIT. SURFACE SAWCUT �myn UTILITY STRUCTURE REMOVAL (2.0") CLEARING AND ` F SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE 0 DRIVEWAY PAVE (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON RAVINE - WB ALIGNMENT 410 _ - RAVINE - WB \ / TRANSMISSION EASEMENT RAVINE - EB / PROP. R/W CONSTRUCTION LIMITS NO DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 106 Desi"eD '°` � Grove NPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 o` APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 stoat" . 0m SAP 180-110-013, SAP 180-020-013 547 a a= OF 80 o OF OFE oo QEFEo 0°0 U I I I W I KEATSBEGIN SAP 180-020-013 INP. R/W \ STA. 501+95.14 I — — — — — — — _ _ — osfD. 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R/ I p x I ��- p __-- — — — — ° LX x �xx_ x— —� x—x xxx x—xx I I— II ILL V I I FO -D FO -D FO -D FO -D FO -D FO -D F -D FO -D FO -D FO -D FO -D FO -D �-D FO -D F KEATS — FO -D FO -D FO -D FO -D ED ED FOy FO-� — FO -D FO -D FO -D FO -D FO -D I I 7J ----------------------------- —----------------------------------------------------------------------- -------------------------- FM FM FM FM — FM FM FM F FM FM FM — FM FM FM FM FM FM FM FM FM FM FM FM FM — FM AFM— FM — FM _ FM FM I FM — FM — FM — FM — FM — FM — 514 515 KEATS AVE 516 517 517 V '— — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — • GPC GPC GPC GPC GPC GPC <6-�<G GPC GPC GPC GPC GPC GPC GPC GPC — GPC GPC GPC GPC GPC GPC — GPC G -C --'Q— G -C — G -C — G -C G -C — G -C — G -C — G -C — V 1 1 J X OHU X OHIJ — X HU X OHU X OHU XOHU X �HUX — OHU X OHU X OHU x 0 X x OHU x OHU X OHU XU — X OHU X OHU X OHUX, — X,OHU — XQHU OHU X OXIi�U —X OHUx (1HU X OHU x 0 X _ x OHU — — — — — V I X Z I I I I I INP. R/W V 0 25' 50' I f REMOVE BITUMINOUS \ / CLEARING AND — CUL — REMOVE PIPE CULVERTS <<<< PAVEMENT GRUBBING GRUBBING REMOVEPIPESEWER(STORM) REMOVE CONCRETE CONSTRUCTION LIMITS TE O O FO -D FO -D FO -D — FO -D FO -D — FO -D +16.1 23.3' L— a-D a -D — a -D a -D a -D __'n GPC — GPC GPC GPC — GPC GPC � x END SAP 180-020-013 NOTE: STATION OFFSET INFORMATION BASED ON KEATS ALIGNMENT _ KEATS STA. 515+16.10 INP. R/W x I — — — V — — — I ° LX x—x—x—x— — x — xx xxx ___ I I — FO -D FO -D FO -D — FO -D FO -D — FO -D - N -D FO -D FO -D FO -D FO -D — FO -D — FO -D — FO -Di FO-}� FO-/ FO -D FO -D FO -D FO -D FO -D I I KEATS I V I I a5—a�—L----a�—a�—a�—a�—a�—a��a� 1� ------------------------------------------ — — — — — — — — — — — — — — — — — — — ------- I IFM FM FM FM — FM FM FM FM FM M FM FM FM FM FM FM — FM — FM I/ FM — FM — FMI AFM FM — FM — FM AFM — FM — FM — KEATS AVE 516 517 5117 V SAWCU �--- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------------------------------ --------------- \_+16.1 \ -------------------- 25.5' R < GPC GPC — GPC GPC G -C — G -C G -C GPC — GPC GPC GPC — GPC G -C G -C — G -C G -C G -C — G -C — G -C — G -C — G -C G -C — G -C — V I OHI OHU OHI OHI OHU OHU �HI OHU OHI OHU OHU OHU OHI OHU U OHI OHI OHI OHU HU 0HU ppppppHHHHHH1`I � U _—__LH UX XXX —X — XX — X X X—XX X XXXX X—X —X— —X —X —X X X X�X'X —x— �HU x HU OX_xOHI OHU�— � I I CONSTRUCTION LIMITS J INP. R/ I I TE I I I I < < < 0 25' 50' NO I DATE I APPR REVISION SURVEY Pew CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 109 DESIGNED 'DP � Grove INPLACE TOPOGRAPHY, UTILITY & REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP KEATS AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRs "here pride an,,,,,p St. Paul, MN 55113 PROF. NO 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 ® WALK i REMOVE WATER MAIN INPLACE TOPOGRAPHY &UTILITIES ® REMOVE BITUMINOUS DRIVEWAY PAVEMENT LLLL MILL BIT. SURFACE LLLL (2.0^) CLEARING AND GRUBBING (ACRE) = CURB &GUTTER SAWCUT ` SIGN REMOVALS - SEE SIGNING F PLAN SHEETS 360-399 �� REMOVE GUARDRAIL - PLATE BEAM x REMOVE BARBED WIRE FENCE +GTOD UTILITY STRUCTURE REMOVAL REMOVALS I ® REMOVE CONCRETE DRIVEWAY PAVE REMOVE AGGREGATE SURFACE 0 (EXCAVATION -COMMON) � x END SAP 180-020-013 NOTE: STATION OFFSET INFORMATION BASED ON KEATS ALIGNMENT _ KEATS STA. 515+16.10 INP. R/W x I — — — V — — — I ° LX x—x—x—x— — x — xx xxx ___ I I — FO -D FO -D FO -D — FO -D FO -D — FO -D - N -D FO -D FO -D FO -D FO -D — FO -D — FO -D — FO -Di FO-}� FO-/ FO -D FO -D FO -D FO -D FO -D I I KEATS I V I I a5—a�—L----a�—a�—a�—a�—a�—a��a� 1� ------------------------------------------ — — — — — — — — — — — — — — — — — — — ------- I IFM FM FM FM — FM FM FM FM FM M FM FM FM FM FM FM — FM — FM I/ FM — FM — FMI AFM FM — FM — FM AFM — FM — FM — KEATS AVE 516 517 5117 V SAWCU �--- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------------------------------ --------------- \_+16.1 \ -------------------- 25.5' R < GPC GPC — GPC GPC G -C — G -C G -C GPC — GPC GPC GPC — GPC G -C G -C — G -C G -C G -C — G -C — G -C — G -C — G -C G -C — G -C — V I OHI OHU OHI OHI OHU OHU �HI OHU OHI OHU OHU OHU OHI OHU U OHI OHI OHI OHU HU 0HU ppppppHHHHHH1`I � U _—__LH UX XXX —X — XX — X X X—XX X XXXX X—X —X— —X —X —X X X X�X'X —x— �HU x HU OX_xOHI OHU�— � I I CONSTRUCTION LIMITS J INP. R/ I I TE I I I I < < < 0 25' 50' NO I DATE I APPR REVISION SURVEY Pew CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 109 DESIGNED 'DP � Grove INPLACE TOPOGRAPHY, UTILITY & REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP KEATS AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRs "here pride an,,,,,p St. Paul, MN 55113 PROF. NO 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 O Q .O QOQO / O�O� 5 4� 0 25' 50' / �o �owm ,ti Ouj� o �P O aQ0 a O��Q pi0i EX MILITARY ooh= p° = / 0 >oow <a< -- A, J OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHI OHU oz�z � I I A. CUL LL INP. — — — — — — — — — — — — � J ----------------------------------------------------------------------------------------------------- ----------------------- ' U ---------------------------------------------------------------------------------------------------------------------------------------------------- Q MILITARY RD 004 �� > > >-1005 > > >—> >-1006—> > > > >-100T> 1008—---1009-- - 1009 1010— ------------ --------------------------� --------------------/------------------------- I I INP. R/W ` iI I / REMOVE BITUMINOUS ` , CLEARING AND — CUL — REMOVE PIPE CULVERTS � • • \ PAVEMENT y �� • �� / / E ,\ GRUBBING _ REMOVE PIPE SEWER (STORM) REMOVE CONCRETI ® WALK REMOVE WATER MAIN INPLACE TOPOGRAPHY &UTILITIES ® REMOVE BITUMINOUS = CURB &GUTTER �� REMOVE GUARDRAIL - PLATE BEAM DRIVEWAY PAVEMENT x REMOVE BARBED WIRE FENCE LLLL MILL BIT. SURFACE SAWCUT+myn UTILITY STRUCTURE REMOVAL REMOVALS LLLL (2.0") CLEARING AND `SIGN REMOVALS -SEE SIGNING GRUBBING (ACRE) r PLAN SHEETS9 I I ®REMOVE CONCRETE REMOVEVE AGGREGATE SURFACE DRIVEWAY PAVE O (EXCAVATION - COMMON) 50' CONSTRUCTION LIMITS ! TE NOTE: STATION OFFSET INFORMATION BASED ON MILITARY ALIGNMENT 0 25' � I / I e EX MILITARY L------- ------- F----- Q 0 1 +00.2 OF 55.2 L J OHU OHU OHU OHU � OHU OHU OHU OHU OHU OHI OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH OHU OH 1 +11.4 F •• •' / W 21.2'L INP R/W.:• :;1 Z 'I SAWCUT w �^t�Srf��l+^a^rrpr,T-r:�vr•.r.�!!�e!1;�T!�I �r�!!.�+T ���r�r.•er-r:��-+•-•'��...���w1!���tr� 7+T,�r!s7lrr�e!�nq _-----------------------------------------------------I— --- — .. •... ;.. .;,.; r 'df• •'•'tr •• j.. ••+i Q MILITARY RD V V V V V V V V V V V V V V V V V V V V V V V V V V V V V \ '��>�>�>>— >—>> >>— > 1007 \ \1008 \ 1009\ V L V V �V A A '0 1004 1005 1006 � A � � EE �x Y 20. ox 8 ---- - - - - - - y - . LL — J -O J -O J -O J -O J -E) J -E) J -E) J -O J -O L O -O J -O J -O J — J -O J -O: - J -O J -O J -O J -O J -O J -O J -O J -O J -O J -O J -O J -O J -O J -O iJw 6 M ei m cel el— erwem U I CONSTRUCTION LIMITS �♦ +07.4 �> • •� OF -IN 65.T R �� •/ E"> NO DALE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN DRAWN SMU/MAF Cottage ®Stantee 1 10 DESIGNED °` Grove INPLACE TOPOGRAPHY, UTILITY & REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS FE cnecKe° J°P MILITARY TRAIL OF ericy Meet 3335 Highway W SAP 180-121-001, SAP 180-123-001 F,' APPROVED °Rshere pride andptosP st. Paul, MN 55113 PROF. NO. 193803878—taar—cm SAP 180-110-013, SAP 180-020-013 547 0 0 25' 50' LU Z J 25' LU Z J Q OHU OHU OHU OHU — OHU OHU OHU OHU —+ OHU w w I s EX MILITARY OHU OHU OHI I OHU OHU OHU — OHU — OHU — OHU — OHU — OHU --+— OHU — U — OHU OHU OHU — OHU —4— OHU OHU I I I I ---------------1---1---------- I I MILITARY RD >-1011—>> >>1012->>>> />-1013—>>>-->-1014>>> I I — J-0 J-0 J-0 — J-0 J-0 J-0 J-0 — J-0 J-0 50' OHI OHU OHI OHI OHI OHI OHU 19.6' L LL Z _ _ _ _ _ � - - - _ _ _ _ _ _ _ _ _ — _ _ _ — _ _ _ _ _ _ — -- >1015--> k ^ > > 1016----->-1017 I I I I ------------------------------------------------------------------------------------------------ I I ' —J-`J—J-`JJ-`JJ`JJ`JJ`JJ`JJ`JJ`J—J`JJ`JJ`J0`J-0`J— I I I I INP. R/W I I w I Z OHU -+- OHU OHU OHI OHU SALVAGE PRECAST CONCRETE BOX CULVERT END SECTION INPLACE TOPOGRAPHY & UTILITIES REMOVALS I I OHU OHU OHU I I I I I I V I OHI OHI OHU OHU EX MILITARY OHU -0 OHU — +56.2 _119.2' L —_ - - - CONSTRUCTION LIMITS OHU OHU T OHU +- OHU OHU \MILITARY RD A V A V A V A V A V A V A \o\ \ \ \ \ \ \ \ \ \ \ I\ \ \ \ \ \ J-0 J-0 J-0 J-0 J-0 J-0 J-0 J-0 J-0 152.o -0 SALVAGE PC CONCRETE I +60.0 25.0' R BOX CULVERT I I 27.4' R INP. R/W SALVAGE PRECAST CONCRETE CONSTRUCTION LIMITS - BOX CULVERT END SECTION -- I LU Z NO DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE MN I DRAWN SMU/MAF Cottage Stantee III 1 DESIGNED '°` � Grove INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and �,,,p St. Paul, VN 55113 PROF. NO. 1803878 1 l —tact—c— SAP 180-110-013, SAP 180-020-013 547 REMOVE BITUMINOUS \ / CLEARING AND — CUL — REMOVE PIPE CULVE TS PAVEMENT n GRUBBING �»— REMOVE PIPE SEWER (STORM) ®REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE BITUMINOUS REMOVE REMOVE GUARDRAIL - PLATE BEAM ®DRIVEWAY PAVEMENT CURB & GUTTER xl--l--l--r� REMOVE BARBED WIRE FENCE LLLL MILL BIT. SURFACE LLLL SAWCUT +GTOD UTILITY STRUCTURE REMOVAL (2.0") CLEARING AND ` F SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE 0 DRIVEWAY PAVE (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON MILITARY ALIGNMENT EX MILITARY OHU -0 OHU — +56.2 _119.2' L —_ - - - CONSTRUCTION LIMITS OHU OHU T OHU +- OHU OHU \MILITARY RD A V A V A V A V A V A V A \o\ \ \ \ \ \ \ \ \ \ \ I\ \ \ \ \ \ J-0 J-0 J-0 J-0 J-0 J-0 J-0 J-0 J-0 152.o -0 SALVAGE PC CONCRETE I +60.0 25.0' R BOX CULVERT I I 27.4' R INP. R/W SALVAGE PRECAST CONCRETE CONSTRUCTION LIMITS - BOX CULVERT END SECTION -- I LU Z NO DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE MN I DRAWN SMU/MAF Cottage Stantee III 1 DESIGNED '°` � Grove INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and �,,,p St. Paul, VN 55113 PROF. NO. 1803878 1 l —tact—c— SAP 180-110-013, SAP 180-020-013 547 \ \ EX MILITARY \ \ T U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU � pHU — OHU LU OHU __----00HU OHU OHU � — INP. R/W U Q ------------------ ----------------- — -----— ------— — — — — — — — --- >—>—,1020—>—>—>—>—>-1021—>—>—>—>—>-1022, -->—>,1020—>—>>>>-1021—>>—>>—>-1022, MILITARY RD ------------------------------- ------------------------------------------------------------------ J_`JJ_`JJ_`JJ. 0 8 INP. 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R/WP — +24.6 �j OHU — — _ _ — 18.1' L — — — — — — -- T� \ \ \ \ \ \ \ V A V A V A V A V A V A V A V A \ V A V A V A V A V A V A V A V A V A V A V A V A V A V A V A V A V A V A V A V A V A V A V A V A V A \ \ V A V A V A V A V A V A V A V A V A \ LU \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \V A A V A V A V A V A \ \ V A \ \ \ \ \ \ \ > 1023 >A \ \ 1024 \ \ 1019 1020 1021 >A > X1022. b � \ MILITARY RD A V A V A V A� V A V A V A V A V A V A V A V A V A V A V A V A V A V A V A V A V A V^ V A V A V A V A V A U \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �V A�\� — J-0 J-0 J-0 TO J-0 J-0 — +25.4 G_C G —23 7' R G -C — G_C � G_C _ p_C _ J-0 J-0 J-0 — — J-0 J-0 — "-0 J-0 J-0 J-0 J-0 J-0 J-0 J-0 J_5 — Tlic — G -C G_C u INP . R/W I CONSTRUCTION LIMITS I NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 1 12 Desi�NPD 'DP � Grove NPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 REMOVE BITUMINOUS \ / CLEARING AND — CUL — REMOVE PIPE CULVERTS PAVEMENT n GRUBBING REMOVE PIPE SEWER (STORM) REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE BITUMINOUS REMOVE REMOVE GUARDRAIL - PLATE BEAM ®DRIVEWAY PAVEMENT CURB & GUTTER xl--l--l--r� REMOVE BARBED WIRE FENCE LLLL LLLL MILL BIT. 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R/W I CONSTRUCTION LIMITS I NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 1 12 Desi�NPD 'DP � Grove NPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 a a w<w EX MILITARY INP. R/W 0 25' - - _ - - - W ---------------- Z > ,_>_> >1 1032 2 1030 1031 U 1029 — > 1026 > 1027 > 1028 Q 1025 MILITARY RD J ----- ----- -- -------------------- ------- G -C G C— G C— G C— G C— G C— G -C INP. 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Q " \ \ A A A V \ A A \ \ \ A 1031 \ \ \ \ \ \ \ 1030 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ W 1029' V A LU 1028 \ \ V A V A V A V A V A > \ 1027 \ \ \ \ \ \ \ \ \ \ \ 1025 \ Z \ \ \ 1026 \ \ \ \ \ \ \ \ \ \\ \ \\ � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ MILITARY RD \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � � � .. ��, • � V A�V A V A V A V A V A \ \ \ \ V A V A V A V A V A V A \ V A V A V A V A \ \ ��V� �. � � �. r ��— � '� �.r�s�yLr•.rrrrr.r.�i�• -' L�r�i.ri '~ •�•_• LLLL..Li� �JS�.�1•..iii�L 1iriL•���i�ir�tLririYYiiiri�LLiiri�L✓✓W i�i�•�I�iii•�fL1:.i W�i•�Lv.riW i•��� U - - G C G -C G -C Q G -C G -C — G -C G -C INP. R/W CONSTRUCTION LIMITS F-- T \ I I I I I rill NO DATE APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN a"ra DRAWN SMV/MAF Cottage Stantee 1 13 DESIGNED '°` � Grove NPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erlty neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride an,QrosP St. Paul, MN 55113 PROF. NO 1803878 1 1 —taut—c— SAP 180-110-013, SAP 180-020-013 547 a a= EX MILITARY INP. R/W A — — — — — ------------------ ------------- w----------------- -------------------- J— — — — — — — — — — — — — —>>—>—>——>—>—>—>—>—>—>—> 1037 1038 1039 _>—>—>_—>—> — 1036 , >—>�>—>—� — 1034 1035 MILITARY RD Q 1033 _____- I I � I 1 I I I EX_MILITARY i,J„i—1'!TT�n'1�1'�!►T T1rJ� ,TT^!^• �!!� i• J + \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ >\1035 \ cQ \\ \ \ \ \ \ \ \ \ \ \ 1033 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ 1 \ \ \ \ \ G \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �..t�.sLLr•.r:ra�•�rr•�r�...s..irr�� \ \ \ \ \�rC.rrirriri..rrLi — .airrL`b+�•rr�e+ir+•i vJ•:d:.�i+Lu..— _ — — I < I 1 � I 1 I I I — — — — — — INP. R/W INPLACE TOPOGRAPHY & UTILITIES REMOVALS 0 25' 50• NOTE: STATION OFFSET INFORMATION BASED ON MILITARY ALIGNMENT CONSTRUCTION LIMITS INP. R/W 50' ^rT�^•� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ b > 1037 A 1038 V A\ 1039 \ Li�:..�iiir•tiri�i•irrfr Li�ii�•�I:.r.:rir��I:.ri�rri��rr'r Lv�r'�rir'ri.ni�iri r'r1..rL�firrrLY••r �Lir'•ri✓'irrrrrJ�� — — — — — — _ _ _ — — — CONSTRUCTION LIMITS JJ INP. R/W NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 114 DESIGNED '°` � Grove INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "here pride a,',,,,,p St. Paul, MN 55113 PROF. NO. 1803878 1 l —tact—c— SAP 180-110-013, SAP 180-020-013 547 REMOVE BITUMINOUS\ / CLEARING AND — CUL — REMOVE PIPE CULVERTS PAVEMENT n GRUBBING -- REMOVE PIPE SEWER (STORM) REMOVE CONCRETE I REMOVE WATER MAIN WALK REMOVE BITUMINOUS REMOVE -- REMOVE GUARDRAIL - PLATE BEAM ®DRIVEWAY PAVEMENT CURB & GUTTER x--�--r� REMOVE BARBED WIRE FENCE LLLL LLLL MILL BIT. SURFACE SAWCUT tmyn UTILITY STRUCTURE REMOVAL (z 0") CLEARING AND ` F SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE 0 DRIVEWAY PAVE (EXCAVATION - COMMON) NOTE: STATION OFFSET INFORMATION BASED ON MILITARY ALIGNMENT CONSTRUCTION LIMITS INP. R/W 50' ^rT�^•� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ b > 1037 A 1038 V A\ 1039 \ Li�:..�iiir•tiri�i•irrfr Li�ii�•�I:.r.:rir��I:.ri�rri��rr'r Lv�r'�rir'ri.ni�iri r'r1..rL�firrrLY••r �Lir'•ri✓'irrrrrJ�� — — — — — — _ _ _ — — — CONSTRUCTION LIMITS JJ INP. R/W NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 114 DESIGNED '°` � Grove INPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "here pride a,',,,,,p St. Paul, MN 55113 PROF. NO. 1803878 1 l —tact—c— SAP 180-110-013, SAP 180-020-013 547 FF =. < a�aa 'A' < 0 0 OF 8OF o F, OF OF OF oo QEo 0 MATCH LINE / S / EX_MILITARY / \ \ INP. R/W `==------------------ j�J__='---__ kFM -�M FM ��_ _� Masa -FM FM FM - FM FM FM FM FM - FM FM FM - FM FM FM FM FM - FM FM FM - FM F -DiM FM FM FM FM - FM - FM - FM - FM - FM - KEATS AVE �v �y� V I - - - INP. R/W Z REMOVE BITUMINOUS \ / CLEARING AND - CUL -REMOVE PIPE CULVERTS / ® REMOVEPAVEMENCONCRETE n GRUBBING»� REMOVE PIPE SEWER(STORM) WALK I REMOVE WATER MAIN 0 25' S0' ®REMOVE BITUMINOUS CURB &GUTTER �� REMOVE GUARDRAIL - PLATE BEAM INPLACE TOPOGRAPHY &UTILITIES DRIVEWAY PAVEMENT x REMOVE BARBED WIRE FENCE LLLL MILL BIT. SURFACE SAWCUT +oyn UTILITY STRUCTURE REMOVAL LLLL (2.0") REMOVALS CLEARING AND ` SIGN REMOVALS - SEE SIGNING GRUBBING (ACRE) r PLAN SHEETS 360-399 ®REMOVE CONCRETE REMOVE AGGREGATE SURFACE DRIVEWAY PAVE 0 (EXCAVATION - COMMON) / NOTE: STATION OFFSET INFORMATION BASED ON MILITARY ALIGNMENT / MATCH LINE S +86.5 +52.4 \ EX_MILITARY � � � \ � 0.0' L 44.3' L \ (Z) CONSTRUCTION LIMITS \ INP. R/W / SAWCUT, +82.6 �- , If 11 j/ 29.0' L \\ � I \\ /------ M--------- I -- ZFM�M FM F�7 hl _ -FM FM FM — FM FM FM FM FM — FM FM �A —FR — F{� FM--FW--FM -FM �M FM — FM F ��j1=M FM FM FM — FM — FM — FM — FM — FM — L — — N / , 5 SAWCUT KEATS AVE ---------------=========�==== ---------------------------- --------------------- -- --- -------------------------------------- ----------- -------------------- --------------------------- INP. R/W �Z 0 25' 50' NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF / Cottage Stantee 1 15 Desi�NPD 'DP � Grove NPLACE TOPOGRAPHY, UTILITY &REMOVAL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 oQ RFE ooQQ o1 -o= III III III I I � �/ II III ui i i \� III j j a I I I +32.4 III III o I 90.5 L / III ql z I / II III = � -® � - INP - / nl ul I III III qNlIv�� I � _+42.7 ------ ---------------------------------------------- - -- ------ 7_04 L. ---------- ----------- ----------------- ------------------ nl ------ \ BEGIN SAP 180-123-001 65TH - EB STA. 100+68.07 +68.1 29.6' L _ n A 99100 I A A I / A A N ' L 0 25' 50' i I +68.0 21.6' R R,15'- -+65.8 44.8' R CONST. LIMIT ---VSs= w 29.5' L - A 65TH ST +72.6 J t� N A 101 102 103 104 20.0' L N n n +75.7 w I 21.0' R R,75 +97.1 38.2' R +95.1 39.0' R I+42.7 70.6'R MATCH EXISTING I 6' WALK U+28.0 - - 31.5' R �G LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY THE INPLACE B618 CURB AND GUTTER ON 65TH AVE FROM STA. 100+68TO 112+24 SHALL BE REPLACED AT THE DISCRETION OFTHE ENGINEER IN THE F TRAFFIC FLOW FIELD. REMOVALS WILL BE MARKED. ESTIMATED CURB AND GUTTER 150'. STATION OFFSET INFORMATION BASED ON 65TH - EB ALIGNMENT SEE SHEETS S - 9 FOR ADDITIONAL R/W INFORMATION. 950 940 930 I � I I I I I 1� I I I I I II I I - ----------------------'-- 105 +75.8_j 25.2' R r CONST. LIMIT 7 \\ I INP. 1 1 65TH - EB \\ I I \ I I I \ I I I \ I I I I I I +71.8 B618 C&G 20.4' L +71.9 16.2' L +25.9 106 16.9' L Lf) 00 O E 950 940 99+70 100+00 101+00 102+00 103+00 104+00 105+00 106+00 106+85 NO DATE APPR REVISION SURVEY PEW slnnnE Cottage TRAFFIC CITY OF COTTAGE GROVE, MN SHED 1 16 DRAWN DESIGNED 'DP � Grove CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED FLOW edty Meet zags Highway 65TH STREET SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS �he/e pride and ����� St. Paul, MN 55113 PVI STA: 1C1+96.63 PROF. NO. 1803878 -1 -taut-c- SAP 180-110-013, SAP 180-020-013 PVI ELEV: 933.02 K: 65.27 (LLVC:315.00 PROFILE GRADE M N N TOP OF FINISHED SURFACE � + N W O + O W 0.17' PAVEMENT m SECTION BEGIN SAP 180-123-001 65TH - EB M STA. 100+68.07 INPLACE m GROUNDLINE + 01 01 N m 6i W 0.06% m M mm N OJ M mm N N M rn N O M M rn M N M rn to M'6 mm M M mm In o V mm O O� V mm N V rn OJ V^ mm M mm N n 6 rn ^ N N rn rn Lf) 00 O E 950 940 99+70 100+00 101+00 102+00 103+00 104+00 105+00 106+00 106+85 NO DATE APPR REVISION SURVEY PEW slnnnE Cottage ® Stantee CITY OF COTTAGE GROVE, MN SHED 1 16 DRAWN DESIGNED 'DP � Grove CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED edty Meet zags Highway 65TH STREET SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS �he/e pride and ����� St. Paul, MN 55113 547 PROF. NO. 1803878 -taut-c- SAP 180-110-013, SAP 180-020-013 I I I 1 I � I I INP. R/W n I -\---------------------------------- 1 i I I +12.6 MATCH EXISTING CONST. LIMIT INP. R/W 47.1' L I I r- +05.0+30.0 r I I I - - - +05.0 +30.0 B618 C&G +59.9 25.7' L� `26.0' L 26.7 L 109 110 111 ? 112 f-+33;6 65TH ST A +42.3 +33.5 19.2' R 19.0' R -i ___- J7 J7 - - - - I I I N I INP. I_ I I 65TH EB j LEGEND NOTES: I I I I 0 25' 50' PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. I I ---- INPLACE ROADWAY THE INPLACE B618 CURB AND GUTTER ON 65TH AVE FROM STA. 100+68TO 112+24 SHALL BE REPLACED AT THE DISCRETION OF THE ENGINEER IN THE F TRAFFIC FLOW FIELD. REMOVALS WILL BE MARKED. ESTIMATED CURBAND GUTTER 150'. STATION OFFSET INFORMATION BASED ON 65TH - EB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. 990 980 970 +88.0 24.6' R CONST. LIMIT +23.8 l I 26.7' R 6' WALK +90.0- ni l j 111 +22.9 I I 111.3'L 110.8'L I I 00 -«-«- 32.1' R 56.3' R +45.6 -1 107 13.9' L 108 +42.2 +22.1 X15.0' R 1 i I I +12.6 MATCH EXISTING CONST. LIMIT INP. R/W 47.1' L I I r- +05.0+30.0 r I I I - - - +05.0 +30.0 B618 C&G +59.9 25.7' L� `26.0' L 26.7 L 109 110 111 ? 112 f-+33;6 65TH ST A +42.3 +33.5 19.2' R 19.0' R -i ___- J7 J7 - - - - I I I N I INP. I_ I I 65TH EB j LEGEND NOTES: I I I I 0 25' 50' PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. I I ---- INPLACE ROADWAY THE INPLACE B618 CURB AND GUTTER ON 65TH AVE FROM STA. 100+68TO 112+24 SHALL BE REPLACED AT THE DISCRETION OF THE ENGINEER IN THE F TRAFFIC FLOW FIELD. REMOVALS WILL BE MARKED. ESTIMATED CURBAND GUTTER 150'. STATION OFFSET INFORMATION BASED ON 65TH - EB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. 990 980 970 +88.0 24.6' R CONST. LIMIT +23.8 l I 26.7' R 6' WALK +90.0- ni l j 111 +22.9 I I 111.3'L 110.8'L I I +so.UJ B618 C&G J +87.4 32.1' R 56.3' R - +22.1 �- y +59.5 +91.0 68.5' L- - a II +20.9 8' TRAIL 34.7 F +89.3 IF+51.5 B618 C&G 47.7 R -55.6' L +78.0 I I 38.7' L II y 38.7 R L� I I IDEAL AVE I - �I +20.8 I I SEE SHEET 121 FOR I 57.2' R TRAFFIC Ln I I CONSTRUCTION PLAN AND PROFILE I 313 r 314 O+ SEE INTERSECTION 1 14.2' L 113 114 SHEET 184 r HP: 115+41.13 +50.2- EL.: 988.32 18.7' R +58.3 PVI STA: 114+64.59 FLOW113+06.38 26.9' R PVI ELEV: 995.00 ° o B618 C&G K: 87.26 8' TRAIL 110' R= R=118' +so.UJ B618 C&G J +87.4 32.1' R 56.3' R - +59.5 +91.0 a II +20.9 37.8' R 34.7 F I I I w II 47.7 R +45.5 +78.0 I I II y 38.7 R 35.6' R I I IDEAL AVE I - �I +20.8 I I SEE SHEET 121 FOR I 57.2' R TRAFFIC I I CONSTRUCTION PLAN AND PROFILE I it SEE INTERSECTION DETAIL SHEET 184 HP: 115+41.13 EL.: 988.32 PVI STA: 114+64.59 FLOW113+06.38 PVI ELEV: 995.00 ° K: 87.26 (IDEALAVE) LVC: 700.00 990 980 970 960 955 106+85107+00 108+00 109+00 110+00 APPR REVISION SURVEY PEW DRAWN SMV/MAF DESIGNED FDP Cottage CHECKED FDP Grove APPROVED DES here pride and Q�Osperity Meet PROF. NO. 193803878 111+00 ® Stantec 2335 Highway 36 W St. Paul, MN 55113 W W W Stant-c- 112+00 113+00 114+00 114+20 CITY OF COTTAGE GROVE, MN F"FEF CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 1 1 7 65TH STREET SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 TRAFFIC (55TH - EB) EL: 985.16 FLOW113+06.38 + �U ° - 13+28.97 (IDEALAVE) _ -- m i 1:20 2.25' PAVEMENT SECTION EL PROFILE GRADE _ TOP OF FINISHED SURFACE 0.17' PAVEMENT SECTION ..INPLACE ............... GROUNDLINE OJ O In V � W N WMW C N W V 106+85107+00 108+00 109+00 110+00 APPR REVISION SURVEY PEW DRAWN SMV/MAF DESIGNED FDP Cottage CHECKED FDP Grove APPROVED DES here pride and Q�Osperity Meet PROF. NO. 193803878 111+00 ® Stantec 2335 Highway 36 W St. Paul, MN 55113 W W W Stant-c- 112+00 113+00 114+00 114+20 CITY OF COTTAGE GROVE, MN F"FEF CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 1 1 7 65TH STREET SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 mN5 o�.< hQ�Q o oQ� a- a3Fa= 0 0 I I I I I I I I I I 65TH - WB CONST. LIMIT PROP. R/W -----�---------J L ---------- ---------J LSI -L -L +13.0 53.7 L - iR=118' R=110' 8' TRAIL 8' TRAIL +14.0 +53.7 +64.0 R=1516' +70.1 +02.3 58.3' L +42.8 61.7' L 46.3' L +77.7 38.7' L 57.7' L 61.1' L +32.3 37.8' L +89.9 B618 C&G321 30.7' L 30.7' L R=1484' 320 +71.4 100' Z 1:15 319/ 19.6' L +21.4 Lf) N 32.3 L + 315 316 317 318 > - > > � r O t- �l A +71.4 -1 1 115 116 117 6'�H SEE 118 119 120 14.7' L 1121l1 l�1 o, I •I•■>�I I I -I I -I I -I I I I I -I I I I -I I -I I I I I -I I V I I -I I II II 6.5- 1 19.6'R 1 y _16.5' R SEE CITY PLATE STR-18 A 1 1:15 B618 C&G R=118' R=110' A A _ 8' TRAIL . +32.4 +580 +47.0 IA22.7RTT R I �11247.0+06.6 +18.4 +, 30.7 R 34.7 R 3.52.9'R3. I- -- j / I + RELOCATE 1.0; / / I MAILBOX SUPPORT 61.0' R / INP. R/W CONST. LIMIT / -----------------1 I----------------- / 65TH EB MATCH EXISTING LEGEND NOTES: 0 25' 50' PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6" CONCRETE WALK. - - TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON 65TH - EB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. TRAFFIC FLOW HP: 115+41.13 _ LP : 121+84.74 1000 L.: 988.32 7.5 1000 PVI STA: 114+64.59 PVI STA: 121+57.54 PVI ELEV: 995.00 _ PVI ELEV: 973.28 K: 87.26 K: 104,4 VC: 700.00 _ LVC:600: 0 INPLACE v m ° U + rn w 990 GROUNDLINE V > 6i m. 990 w � - - - - - - - - - - 0! PROFILE GRADE _ - - TOP OF FINISHED SURFACE 3,13%.. 2.25' PAVEMENT SECTION 980 _ _ - - 980 970 970 1N W W W 0J W o6 m W o6 0J W O W O� W In O� W W I IN 0J � n ININ 121+25 114+05 115+00 116+00 117+00 118+00 119+00 120+00 121+00 -_ APPR REVISION SURVEY PEW Cottage ® Stantee CITY OF COTTAGE GROVE, MN SH EEi 1 18 DRAWN 3MA,.F hO DESIGNED CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS Grove 1 °` CHECKED JDP erLty Meet z ss HH�gnWaysew 65TH STREET SAP 180-121-001, SAP 180-123-001 APPROVED DRS "here pride and P,,,P St. Paul, MN 55113 547 PROF. NO. ,98038,8 -.sta'ta .c m SAP 180-110-013, SAP 180-020-013 a 'a= 0 0 U 01- 10 I CITY OF COTTAGE GROVE OUTLOT 108.5' L - 108.2.0E +32.0 EASEMENT UTILITY & DRAINAGE I L- _,_-- __ - - I - I I------- +02.5 91.0 L ----- - - -- ------------ --- - -- - J------------- I - _J ------------------ JI I +87.0-- 83.0' L v 65TH WB 75.7 L +32.0 < �< 61.7' L EE« �-E �<�--E< JJ M M +14.9 CONST. LIMIT F>50 I +61.3 PROP. R/W +79.9 L 52.6' L - - - R=Sl +69.0 61.7L 61.7E B618 C&G +99.7 +91.3 - 8' TRAIL o +50.0 72.3' L M R\ 53.7 L 53.7 L _ B618 C&G 65.0' LQ 30 - - M � � +73.2 o_ 53.7 LV F N F 322 323 - 324 V 325 R=75' 326 327 - e 328 4 '100, +65.8 I 19.8' L% I +72.3 1:10 �E B618 C&G :323 20.3' L +77.2 +08.0 N L - > > B618 C&G +79.97 30.1' L 26.7' L - + +65.8 - +72.3 2.7' L 20.3' L + i 122 14.7' L 1 123 15.4' L I 124- 125 126 � 127 128 p7 ll ll l l 1 -25 5' R x/1 'i I I SEE CITY PLATE STR-18 l I -� 1 I 26.7 I 26.7' R_ « < 0 i«� 1:10 +63.2 65TH ST +13.7 < « « « 26.7' R El" -� +08.0 2.7' L I +13.6 - < N 26.T R M +70.0�i +70' R B618 C&G^ 1 5 <<< R=732' N 7=1Q s I i� +94.1 14.7'R 14.T R R`ao, p +42.5 3 04.8 17.6' R R` ^ B618 C&G � 18.T R +08.3 - 8.7R 8' TRAIL B618 C&G �'o. /18.7 R �,- _ 8' TRAIL o +52.3 +33.1 +73.1 I / 12' 26.7' R .. 307' R 347' R I / _ - - - - - - -T - - - - - +52.1 I +33.8 I I - +76.4 30.7' R +34.7 I +00.3 I 43.9' R I CONST. INP. R/W LIMIT +42.9 III - w III 47.6' R 52.9' RI 55.9' R L 68.0'+33.7 R III a II lnl 65TH - EB I I 56.0' R III w III o III +76.3 N I 56.0' R +32.9 61.0' Ry _ +00.3 III w -- I - _ --111 z III INNSDALEAVE 67.9' R III o III IDSEN AVE III z III SEE SHEET 151 FOR PROFILE MATCH EXISTING III - III SEE SHEET 151 FOR PROFILE III III I I 0 25' 50, SEE INTERSEC -ION DETAIL SEE INTERSECTION DETAIL SHEET 185 SHEET 186 LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6" CONCRETE WALK. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON 65TH - EB ALIGNMENT SEE SHEETS S - 9 FOR ADDITIONAL R/W INFORMATION. 1000 1000 TRAFFIC FLOW LP : 121+84.74 EL.: 977.5 126+59.22 (6571-1 - EB) EL; 986.39 PVI STA: 121+57.54 32+20,04 (I NSDALE AVE) PVI ELEV: 97 .28 K: 104.41 990 QVC: 600.CD 990 w - - 2.61% EL PROFILE GRADE - N w .............. 123 16.61 (65TH EB) EL: 978 65TH 8 ( 3 TOP OF FINISHED S URFACE j - = 98 {IDSEN E) 980 980 - 2.25'PAVEMENT _---- SECTION _ -_--_ INPLACE GROUNDLINE 970 970 In ^ In � In � .-v � n � V W •-� � N � f� N M Vj n � .-v ti In � n � � � N N l^O ^ l^O ^ l^O ^ ^^ IN IN IN O^1 aj W W W W W W W W M M O5 rn m rn rn mm mm P, mm P, mm mm rn m mm rn m mm mm mm rn m mm 121+25 122+00 123+00 124+00 125+00 126+00 127+00 128+00 128+45 NO DATE APPR REVISION SURVEY PEW Cottage � Grove here pride andptosP edty Meet ® Stantec zags Highway St. Paul, MN 55113 -taut-c- CONSTRUCTION PLAN &PROFILE 65TH STREET CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/ShO 1 19 DEsi�"ED 'DP CHECKED JED °` APPROVED DES 547 PROF. NO. 1803878 'A' 0 0 N 0 25' 65TH - WB END SAP 180-123-001 65TH - EB +11.3 STA. 130+50.03 — — 23.0' L — — � CONST. LIMIT +49.9 12.0'L 329 ^ R=988' — ------------------------------------------------------------------------------------------------------- 3130 F 330 131 65TH ST 132 133 134 135 IN I I I 65TH - EB I I I I —� I ------------------------- -- --- ----------- ----- — T — — 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +49.9 12.0'R o X -X -X- o 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO FACE OF CU RB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6" CONCRETE WALK. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON 65TH - EB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. 1010 1000 M 980 1010 1000 ..E •:E 50' 128+40 129+00 130+00 131+00 132+00 TRAFFIC Cottage ® Stantee CITY OF COTTAGE GROVE, MN SHED 120 DRAWN SMV,E FLOW DESIGNED '°` � Grove CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS —1 END SAP 180-123-001 g zags Highway 65TH STREET SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS 65TH - EB pride and ����� o SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 STA. 130+50.03 +cq co EL PROFILE GRADE - M m w TOP OF FINISHED SURFACE a a INPLACE — clrn GROUNDLINE 6.L 1_.79%..... a 1'2D 2.25' PAVEMENT SECTION N MM ri N M Oi Oi 1010 1000 ..E •:E 50' 128+40 129+00 130+00 131+00 132+00 NO DATE APPR REVISION SURVEY NEW Cottage ® Stantee CITY OF COTTAGE GROVE, MN SHED 120 DRAWN SMV,E DESIGNED '°` � Grove CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP edty neer "here zags Highway 65TH STREET SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS pride and ����� St. Paul, MN 55113 —tact—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 o�.< Qua 0. o= 0 a u I I I I I I I I I I I I I I I I I I I I I I I I +81.8 +66.7 28.2' L� I I I 15.1' LJ I ------------------------- -- T ------------------- I I I I I I I I �Z 0 25' 50' 14.2' R +82.8-!/ 27.1' R I � I I n I - I A III III — I II III I III n III III � III I II I n 110 28.2'L III _ IDEAL III III I +22.8 III n III 17.8' L — �— V n I—IF A CONST. LIMIT INP. R/W -\ — I I 12 w IDEAL AVE B618 C&G \_+71.9 ISI—I-18.6'1-1I 13 +71.9 X14.9' R < +25.5 III j 13.5' R n III +11.6 n I I -111 27.6' R LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON IDEAL ALIGNMENT SEE SHEETS S - 9 FOR ADDITIONAL R/W INFORMATION. 100C •m •:1 CONST. LIMIT \F 14VV +7399 — — — — — — — — — /718.7' L v -III—III—III—II —III—I- -I—I 15 v 16 V +40.1 — — — — - - - 14.1' R J — v Rv� �S\ - I r — — — — — — — _ I v I I I I I I I I , v I 1 1 111 m •:1 970 TRAFFIC - FLOW 970 END CONSTRUCTION �► 13+28.97 (IDEALAVE) EL: 985.16 INPLACE IDEAL AVE STA. 14+40.00 113+06.8 (65TH - EB) GROUNDLINE N I PROFILE GRADE _ M o TOP OF FINISHED SURFACE rn m v co of �n C6 �o v O + �15 -" BEGIN CONSTRUCTION m M + M Mcib .-v w c w M ° 6i a W s d d 201% IDEAL AVE STA. 10+66.77 °+ > a > a ¢ a a w a 2.44% 6i ]ia a 2.02% 1.940 320% ltip m. a .1.90% m 120 0.96' PAVEMENT 4.21 SECTION 6i L 2.25' PAVEMENT a a SECTION 3 6/0 0.96' PAVEMENT 1:20 SECTION 111 m •:1 970 970 10+00 REVISION 11+00 SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 1938038]8 12+00 13+00 14+00 15+00 �------ I I I I I I I I I CITY OF COTTAGE GROVE MN F"EEF Cottage ® Stantec CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 121 Grove wti Q,o perityMeet 2335 Highway 36W IDEAL AVENUE SAP 180-121-001, SAP 180-123-001 OF @fe Pfide and St. Paul, MN 55113 —taalac.— SAP 180-110-013, SAP 180-020-013 547 a a= C) JAMAICA - SB v v BEGIN SAP 180-110-013 JAMAICA - NB STA. 601+24.84 v CONST. LIMIT INP - - - - v - n +63.4 701 702 703 704 A 705 22.6 L 706 - 707 ---_-----_-�-�- -- M +86.7 n V 10.7 L v �O +63.4 +94.1 - - 15.4' L 15.4' L 603 604 605 606 v 607 JAMAICAAVE ^ n A V - --------------------- --------------I-+24.8 1.2 +49.2 ^ Z 24.0' R +86.7 +94.0 12.0' R 12.0' R 11.9' R v L +85.6 +01.6 24.0'R V V +24.8 +44.8 T+87.5 J -24.0'R +98.7 o 25.5' R 25.5' R L 14.7 R 24.0' R INP R/W V Z JAMAICA NB CONST. LIMIT +59.1 MATCH BIT. CURB HEIGHT V rn 0 25' 50' I L �L I II LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO FACE OF CU RB. 940 ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL 940 TRAFFIC fD PROFILE GRADE - PLATE 7113. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON JAMAICA- NB ALIGNMENT FLOW TOP OF FINISHED SURFACE SEE SHEETS S - 9 FOR ADDITIONAL R/W INFORMATION. o END CONSTRUCTION t� o JAMAICA - SB m rn w STA. 705+63.40 a a... _... ..0.49°!°.. 930 930 INPLACE GROUNDLINE _ .17' PAVEMENT SECTION 925 925 V to W 704+00 705+00 706+00 707+00 707+60 940 940 PROFILE GRADE - TRAFFIC FLOW 606+60,16 (JAM -NB) EL: 931.76 TOP OF FINISHED SURFACE 70+19.75 (RAVINE -WB -2) u BEGIN SAP 180-110-013 606+36:82 (JAM -NB) EL: 31.65 N JAMAICA - NB - 170+14.66 (RAVINE -EB -2) ++ of _ STA. 601+24.84 930 6i L a a 930 0.46° INPLACE .17' PAVEMENT _ GROUNDLINE 925 - - - - - - - - - - - - - - - - SECTION 925 m O� N W � V n I of .-v M M n � p N N to ^ W8, N W N� N� No� N m O O O p O M m N M m m N m 600+10 601+00 602+00 603+00 604+00 605+00 606+00 607+00 607+60 NO DATE APPR REVISION SURVEY PEW Cottage , Grove "h@fe pride and �,,,pericy Meet ® Stantec ags Highway 36w St. Paul, MN 55113 -taut-c- CONSTRUCTION PLAN &PROFILE JAMAICA AVENUE CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/SO 122 DESIGNED 'DP CHECKED JDP of APPROVED DRS 547 PROF. NO. 1803878 A 388 v O n O JAMAICA - SB INP. R/W CONST. LIMIT n .- 708 n 709 710 711 END SAP 180-110-013 JAMAICA- NB STA. 611+64.29 — ------------- ------------------------------------------ —------------- �_— 712 713 713 — — — — — — — — — — — — — — — — — — — — — - +77.9 REVISION SURVEY +bq.3 rn 12.0' R TRAFFIC n r 1. S' L JDP APPROVED DRS PROF. NO. m Om — — — — — — — — — — — — — — — 608 609 — — — — — — — — — — — — — — — — — — 610 611 612 613 613 930 .ti JAMAICA AVE M ip pi N + pi 0J n O CONST. LIMIT i i + v N 7 — — — +77.9 — — — — — — — — — — — — — — — — — — — — — — — — — 13.1' R INP. R/W II MATCH BIT. CURB HEIGHT JAMAICA - NB END SAP 180-110-013 —X—X—X—X— Z > 0 25' 50' LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON JAMAICA- NB ALIGNMENT SEE SHEETS S - 9 FOR ADDITIONAL R/W INFORMATION. 950 940 PVI STA: 710+98.80 PVI ELEV: 933.86 K: 84.96 LVC: 370.00 950 940 930 REVISION SURVEY PEW rn SMV/MAF TRAFFIC JDP CHECKED JDP APPROVED DRS PROF. NO. m Om FLOW 930 .ti ti M ip pi N + pi 0J n O M + M N ip END SAP 180-110-013 I, > JAMAICA - NB STA. 611+64.29 1, V m = JAMAICA - SB STA. 711+64.29 V w m w IN PLACE GROUNDLINE EL PROFILE GRADE - TOP OF FINISHED SURFACE .17' PAVEMENT SECTION 950 940 930 REVISION SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 930 .ti ti M ip pi N pi 0J n O M M N ip 707+50 708+00 709+00 REVISION SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 710+00 711+00 Cottage � Grove here pride and PrOSperity Meet ® Stantec 2335 Highway 36 W St. Paul, MN 55113 —taut—c- 712+00 T 713+00 CITY OF COTTAGE GROVE, MN F"EEF CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 123 JAMAICA AVENUE SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 d N (1) 0 25' 50' PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6' CONCRETE WALK. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT SEE SHEETS S - 9 FOR ADDITIONAL R/W INFORMATION. BEGIN SAP 180-121-001 RAVINE - EB STA. 170+32.69 •.1 950 940 930 925 50.0' L J RAVINE PKWY 3 SEE INTERSECTION DETAIL +88.6 L +88.6 5.9 5.9' L •.1 )50 )40 )30 )25 169+50 170+00 171+00 172+00 173+00 173+75 NO DATE APPR REVISION SURVEY NEW Cottage ® Stantec � Grove edty neer zags Highway "here pride and prose St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED DRAWN SMV,E TRAFFIC DESIGNED '°` CHECKED JDP OF APPROVED DRS 547 PROF. NO. 1803878 FLOW --b- lPVI PVISTA: 171+77.01 EL PROFILE GRADE _ PVI ELEV: 932.93 TOP OF FINISHED SURFACE BEGIN SAP 180-121-001 K: 104.74 RAVINE - EB _ LVC: 150.00 STA. 170+32.69 M M V V >... iii w i _ 2.25' PAVEMENT J SECTION INPLACE 170+19,6 (RAVINE -EB -2) EL: 931.65 GROUNDLINE _ — 606+36.8 (JAM -NB) M^ o�'c M o m 'c •.1 )50 )40 )30 )25 169+50 170+00 171+00 172+00 173+00 173+75 NO DATE APPR REVISION SURVEY NEW Cottage ® Stantec � Grove edty neer zags Highway "here pride and prose St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED DRAWN SMV,E 124 DESIGNED '°` CHECKED JDP OF APPROVED DRS 547 PROF. NO. 1803878 d 0 25' 50' PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6' CONCRETE WALK. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. i -- RAVINE - WB —PROP. R/W CONST. LIMIT /\/J? TE 5.9 J \ R=533' > +3 �> �; +82.5 66.2' L B618C&G R=578' \'� R'60p ISI I 1 1 I ^ R=558' 375 1 \ 3� 4 376 RA NE p&y / � B618 C&G W A- +53.3 R=527' 22.8' L 175 174 N 176 ?=507' R=482' B618 C&G 8 TRAIL PROP. R/W \ RAVINE - EB m 950 940 930 175+00 TRAFFIC NO DATE APPR REVISION SURVEY NEW Cottage ® Stantec FLOW SHED 125 DRAWN SMV,�E -- -- � Grove CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS HP: 176+84 28 edty neer zags Highway RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 EL.: 942.7 APPROVED DRS 0 "here pride and prose St. Paul, MN 55113 —tact—c— W SAP 180-110-013, SAP 180-020-013 PVI STA: 176+07.33 PROF. NO. 1803878 N PVI ELEV: 94 3.99 K: 98.05 LVC: 350.CD M � I_ PROFILE GRADE N M � M. w INPLACE TOP OF FINISHED SURFACE m GROUNDLINE m — — — — — — _ 2.25' PAVEMENT SECTION 930 175+00 176+00 176+50 NO DATE APPR REVISION SURVEY NEW Cottage ® Stantec CITY OF COTTAGE GROVE, MN SHED 125 DRAWN SMV,�E -- -- � Grove CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP edty neer zags Highway RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS 0 "here pride and prose St. Paul, MN 55113 —tact—c— W SAP 180-110-013, SAP 180-020-013 0� PROF. NO. 1803878 N a50 a40 a30 173+25 174+00 175+00 176+00 176+50 NO DATE APPR REVISION SURVEY NEW Cottage ® Stantec CITY OF COTTAGE GROVE, MN SHED 125 DRAWN SMV,�E DESIGNED '°` � Grove CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP edty neer zags Highway RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and prose St. Paul, MN 55113 —tact—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 CONST. LIMIT TE PROP. R/W RAVINE - WB R=527' 177 507' R=482' 2� 0 25' 50' PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OFCURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6' CONCRETE WALK. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. 960 950 940 +81.0 —' 178' 179 180 11.0' L 181 0 N RAVINE PKWY —>>59 +40.7 1 +81.1 18.7 8.7' R R=581' 18.T R B618 C&G 22,7 R v 8' TRAIL 8' TRAIL +18.9 R=603' B618 C&G 26.7 R +59.6 +81.3 42.7' R 42.7 R PROP. R/W RAVINE - EB A A— I CONST. LIMIT TE � �\1 50 950 940 930 178+00 179+00 73.5 L > 1 +81.0 1 Cottage > — 73.5'L — , 1 126 R=600' 1 1 � Grove �' 8' TRAIL 8' TRAIL — — — — +13.1 B618 C&G +81.3 B618 C&G � 53.7' L RAVINE PARKWAY 53.7' L R=507 R=578 OJ p OJ St. Paul, MN 55113 — 547 PROF. NO. 1803878 —taut—c— 382 ������—� 378 379 380 381 ' 1 R377 =558 V V B618 C&G V +73.1 V +81.3 +18.9 Q 32.3'L V _ > 32.3'L 14.7'L P V M B618 C&G R=54.5' M +59.6 2.7' L I +98.4 2.7' L d — R=527' 177 507' R=482' 2� 0 25' 50' PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OFCURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6' CONCRETE WALK. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. 960 950 940 +81.0 —' 178' 179 180 11.0' L 181 0 N RAVINE PKWY —>>59 +40.7 1 +81.1 18.7 8.7' R R=581' 18.T R B618 C&G 22,7 R v 8' TRAIL 8' TRAIL +18.9 R=603' B618 C&G 26.7 R +59.6 +81.3 42.7' R 42.7 R PROP. R/W RAVINE - EB A A— I CONST. LIMIT TE � �\1 50 950 940 930 178+00 179+00 1 1 1 Cottage ® Stantec 1 CITY OF COTTAGE GROVE, MN 1 126 1 1 1 � Grove 1— — — — — — — 930 edty Meet zags Highway RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °` APPROVED DES OJ p OJ St. Paul, MN 55113 OJ 547 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 V V V V V V V V V M M M m o6 IN Mo6 M M 176+25 177+00 178+00 179+00 180+00 181+00 182+00 182+25 NO DATE APPR REVISION SURVEY PEW Cottage ® Stantec CITY OF COTTAGE GROVE, MN SHEEP 126 DRAWN SMV/SO DESIGNED 'DP � Grove CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED edty Meet zags Highway RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °` APPROVED DES here pride andptosP St. Paul, MN 55113 547 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 a 3Fa 0 0 0 25' 50' PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6' CONCRETE WALK. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. REVISION SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 8=477' +32.9 53.7 L +37.3 61.7 L +97.6 83.0' L� ' � Z - 383� +323 20.6' L I C) +53.3 'y +32.0 I 1. 14.7 L--_ 20.3 L +53.3 182 15.4' L7 00. +40.4 183 - 6.7'R --ll 26.7'R -J>> ->>- >> 0 'Pp W y ��. z +21.8 R=578' 2, R'603, ° of 18.7 R +43.7 r 8' TRAIL 42.7 R+ Ry" 603 +67.1 56.8' R 44.3' R +93.6 +09.7 59.0' R 42.7' R +66.2 +91.8 \ 76.8' R 78.9' R \ _ - KINGSTON FIELD SEE SHEET 151 FOR PROFILE 95( 940 930 R=499' I I 384 R=539' _ +07.9 184 id:SB�i£�Ce RAVINE - WB r_ PROP. R/W >_>->- > B618 C&G R=506' 61�1�61.7 � \ 71 F f 3S5 l +59.8 52�` 20.3' L� /R, Ar B618 C&G 27 L .r-� \ O 185 /� PROP. R/W RAVINE - EB -J CONST. LIMIT TE TRAFFIC FLOW 182 84.69 (RAVINE -EB -2) EL: 7.22 920 y = 62+ 3.72 (KINGSTON FIELD) PVI STA: 189 fm W PVI ELEV: 935.1535.15 W '6 W '6 K: 102.56 I N PLACE EL PROFILE GRADE - LVC: 200.00 GROUNDLINE TOP OF FINISHED SURFACE rn + M M .. UI [O 2.25' PAVEMENT SECTION )50 940 930 920 920 fm W W '6 W '6 182+05 183+00 Cottage � Grove here pride and PrOSperity Meet 184+00 (3 Stantec 2335 Highway 36 W St. Paul, MN 55113 -tante .o m 185+00 185+50 CITY OF COTTAGE GROVE, MN F"EEF CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 127 RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 o=F.< N +17.9 0'111.0' L 0'L+17.9 EFFERYAVE 25' 50' RAVINE WB f111 EE SHEET 151 FOR PROFILE I 91.0' L +89.4 CONST. LIMIT0 L 77.T L77.7' +02.8 INP. R/W+02.0 L _ V91.0 I 76.9' L I - - - +17.9 r - +73.0- R=600' 83.0'LL 77.7'L ' 8' TRAIL - 8' TRAIL V R=118' +95.2 +02.5 66.2' L ' 66.0 66.0' L ' P B618 C&G +88.9 �'p, 61.7 L 1 > +62.6 53.7 L j77.7 L 0 +76.6 R=110' +04.9 1- I �R=507'- �; 61.T Ai 50.0' L +84.7 I_ I -+88.6 I I i I I -B618 C&G 1:10 ---32.3' L o >-53_.7' L-> V I- I- +02.5,28.7' L 386 F 387 �- 388 - >389-> >�' v >390-''' #c > >> 1-3 BEGIN TIP OUT��39 R -10p. " 0 0- - B618C&G1 M B618 C&G R= 52 7' +62.7 +70.0 +32.6 +81.2 +3'7 19.6' L j 1:15 392 32.3' L 14.7' L a, 32.3 1 _ 20.3' LLn N of +81.2 +84 7 +33.4 a, +95.1 +03.9,2.7' L B618 C&G +65.2 BEGIN TIP OUT -H ^� 14.7' L 15.4' L 2.7' L 20.3' L 2.7' L B618 C&G I R'IOp R=669' 187 188 " 189 190 191 R= 678 V RAVINE PKWY +76.6 o B618 C&G I 1 » +88.6 N�I 18.T R »-»_>> B618C&G 26.7'R - ^ _ R=649' 192 18.57'R _»_ » » _ _ _ R=577' R11 ,30 +63.4 +74.8 18.7' R +70.0 p, w 42.7' R 42.6' R 26.7 R " 8' TRAIL > 8' TRAIL w R=10' +88.6 INP. R/W +17.9 R=630' " _ -42.7 R-56.0' _ +47.2 -- R " +62.6 RAVINE EB 48.0' R 42.7' R I I \ \ +28.6 " CONST. LIMIT _ \ 1 \ \ 40.4' R 1111 +17.8 QI III +47.0 68.1' R 4 -/R I I \ MATCH EXISTING I I`--�1-� MATCH EXISTING �Li- ' I SEE INTERSECTION DETAIL SHEET 189 LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. PVI STA: 188+50.00 PVI ELEV: 924.58 ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD ---- INPLACE ROADWAY DETAIL PLATE 7113. PAID FOR AS 6' CONCRETE WALK. PVI STA: 184+91.91 K: 33.80 F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON PVI ELEV: 935.15 LVC: 120.00 RAVINE - EB ALIGNMENT K: 102.56 0 n o m o M o o SEE SHEETS s - 9 FOR ADDITIONAL R/W INFORMATION. LVC: 200.00 o �d o_ o O N N + M uu .--i > ,.~. > U m W u TRAFFIC.. U 188+ 32.95 (RAVINE -EB -2) EL: 924.81 FLOW - = 72+ 3.97 (J EFFERY AVE) LP :193+58.07 930 - � - EL.: 905:02 930 -- °PV1 bIA: 191+bl.ql -�' PVI ECEV:903.04 ' K: 63:72 LVC: 475.00 INPLACE XD GROUNDLINE 2.25' PAVEMENT °�' v 920 SECTION 6 V m 920 ° m \ EL PROFILE GRADE TOP OF FINISHED SURFACE 910 910 905 905 OJ O M to p f� to N ip M M°JO O p N of N to to of N T< N to N V N `_' N W OJ In M N O O O OJ O to 00 to 185+25 186+00 187+00 188+00 189+00 190+00 191+00 192+00 192+20 NO DATE APPR REVISION SURVEY NEW Cottage ® Stantec � Grove erity neer zags Highway "here pride andpro,P St. Paul, MN 55113 -taut-c- CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET DRAWN SMV,SE 128 DESIGNED '°` CHECKED JDP of APPROVED DRS 547 PROF. NO ,8038,8 'A' 0 0 31, / \/\ 00 0000 44 \ RAVINE - WB o0 000 SEE BOX CULVERT PLANS SHEETS 402 - ### +34.1 B618 C&G +51.2 r `p R=669' 2.7' L� (TIP OUT) 2.7' L 11.0 .0 193, 194 -1 195 0 �' 196 197 198 R=698' 199Ln S RAVINE PKWY R=649' +34.1 ,, +51.2 R=718' 18.7 R 18.7 R 8' TRAIL R=630' +44.6 \ \ B618 C&G +51.2 R=739' +58.9 38.8' R J ,, 38.7 R 39.9' R RAVINE - EB R=10' w\ FUTURE TRAIL CONNECTION INP. R/W \ COORDINATE DURING CONSTRUCTION — _ CONST. LIMIT \ \ \ ` ,, \ � o 0 25� 50� � O — \ \ Oo PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6' CONCRETE WALK. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT SEE SHEETS S - 9 FOR ADDITIONAL R/W INFORMATION. 920 910 m ?0 910 890 __ _ Cottage ®Stantec Grove erity neer zags Highway "here pride andpro,P St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET hO DRAWN sinnnE 129 DESIGNED CHECKED JDP °` APPROVED DRS 547 PROF. NO. 18038,8 890 v? to f� p O i0 i0 p i0 i0 v? N C� O O O O O O O o O o6 O 192+20 193+00 194+00 195+00 196+00 197+00 198+00 199+00 199+20 NO DATE APPR REVISION SURVEY NEW Cottage ®Stantec Grove erity neer zags Highway "here pride andpro,P St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET hO DRAWN sinnnE 129 DESIGNED CHECKED JDP °` APPROVED DRS 547 PROF. NO. 18038,8 O 0 haw oop s2t oozo a� 0300 mFE5 o=F.a hQ�Q a 0 N (k 25' 50' 200 202+00 RAVINE PKWY 201 R,739, Cottage +26.3 38.7' R +52.5 130 R=10' 38.7 R R=10' EASTRIDGE WOODS TRAIL CONNECTION. RAVINE - EB SEE SHEET 151 FOR PROFILE. — — CHECKED JDP RAFFIC o 0 zags Highway RAVINE PARKWAY PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6' CONCRETE WALK. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. 920 910 •11 R=718' 8' TRAIL R=739' HP: 201+82.70 EL.: 912.14 PVI STA: 201+85.00 PVI ELEV: 912.62 K: 102.30 B618 C&G (TIP OUT) X03 R-10 R= B618 C&G 38.93.8 J + 19.3 38.7 R CONST. LIMIT CX]J HWL EL. 902.0 920 910 •11 890 202+00 203+00 204+00 204+25 NO DATE APPR REVISION SURVEY NEW Cottage Stantee CITY OF COTTAGE GROVE MN a"ra 130 DRAWN SMV/MAF DESIGNED '°` � Grove — — — — — — — — CHECKED JDP RAFFIC o 0 zags Highway RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 0 0 M "here pride and prose St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 FLOW + O rn .. + N rn .. f� O N N i PROFILE GRADE TOP OF FINISHED SURFACE `° w INPLACE 2.25'PAVEMENT GROUNDLINE SECTION HWL EL. 902.0 920 910 •11 890 202+00 203+00 204+00 204+25 NO DATE APPR REVISION SURVEY NEW Cottage Stantee CITY OF COTTAGE GROVE MN a"ra 130 DRAWN SMV/MAF DESIGNED '°` � Grove — — — — — — — — CHECKED JDP 890 M zags Highway RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS M "here pride and prose St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 MM f� O N N 199+20 200+00 201+00 202+00 203+00 204+00 204+25 NO DATE APPR REVISION SURVEY NEW Cottage Stantee CITY OF COTTAGE GROVE MN a"ra 130 DRAWN SMV/MAF DESIGNED '°` � Grove CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP edty neer zags Highway RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and prose St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 a3Fa= waw o \' A) 0 25' PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6' CONCRETE WALK. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT SEE SHEETS S - 9 FOR ADDITIONAL R/W INFORMATION. 920 910 •11 :•1 920 910 •11 :•1 204+15 205+00 206+00 207+00 208+00 209+00 210+00 210+70 REVISION SURVEY PEW Cottage ® Stantec Grove erity neer zags Highway 36w ""i pride and �,,,p St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP hO DRAWN slnnnE 131 DESIGNED CHECKED JDP TRAFFIC APPROVED DRS 547 PROF. NO. 18038,8 FLOW LP : 209+82.71 EL.: 905.15 PVI STA: 209+82.60 PVI ELEV: 904.65 K: 100.12 Q PROFILE GRADE LVC: 200.00 TOP OF FINISHED SURFACE o OJ O -LOOP/o N V T\--HWLEL.902.0— 2.25' PAVEMENT SECTION — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � INPLACE PLACE G INE m O 920 910 •11 :•1 204+15 205+00 206+00 207+00 208+00 209+00 210+00 210+70 REVISION SURVEY PEW Cottage ® Stantec Grove erity neer zags Highway 36w ""i pride and �,,,p St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP hO DRAWN slnnnE 131 DESIGNED CHECKED JDP °F APPROVED DRS 547 PROF. NO. 18038,8 O Q .O haw oop s2t oozo a2 0aR0 mN5 o=F.a hQ�Q a a Aa= waw o 0 50' PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6' CONCRETE WALK. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. 920 910 •11 890 OJ LP : 09+82.71 213+00 214+00 215+00 215+35 NO DATE APPR REVISION SURVEY NEW TRAFFIC ® Stantec CITY OF COTTAGE GROVE, MN SHED 132 hO DRAWN slnnnE DESIGNED EL. 905.15 CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP FLOW edty neer zags Highway RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and prose PVI STP: 209+82.60 SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 —1 PVI E EV: 904.65 K: 100. 12 LVC: 200.00 EL PROFILE GRADE o TOP OF FINISHED SURFACE N � W V W 2.25' PAVEMENT SECTION HWL EL. 902.0 INPLACE GROUNDLINE uj m uj m uj O to O to ^ ^ O of O of mo� m o O 920 910 •11 890 O 210+25 211+00 212+00 213+00 214+00 215+00 215+35 NO DATE APPR REVISION SURVEY NEW Cottage ® Stantec CITY OF COTTAGE GROVE, MN SHED 132 hO DRAWN slnnnE DESIGNED Grove CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP edty neer zags Highway RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and prose St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 O Q .O At- a 0300 03�< a�aa-A- d LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6' CONCRETE WALK. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. I TRAFFIC +78.8 SWWD TRAIL CONNECTION. TRANSMISSION 111.6' L +04.1 SEE SHEET 151 FOR PROFILE. EASEMENT RAVINE WB L -1 219+90.66 (RA NE -EB -2) EL: 914.71 « i PROP. R/W 920 +43.5 +78.6 V +03 9 +29.8 = 82+46.94 (JOLI AVE) yo i 920 77.7' L 91.6' L 91.3' L 77.7' L Q PROFILE GRADE _ +51.0 - - - +78.5 - TOP - 77.T L I I 82.7 L B618 C&G i- - - 8' TRAIL +46.8 -L-� i B618 C&G +49.1 Po 61.7 L 53.7' L 20' 910 30 _ +33.2 1:15 R M 61.7' L --- -III--III ym I 1111 III II I N II -ISII IIISIIISIIIIIIII SECTION � - 414 � 415 416 F 417 418 F V419 420 INPLACE GROUNDLINE R,1 p0, 900 J +08.0, 32.3' L i I +15.4 +95 +95.4 a +37.8 +89.2 19.6' L - +42.7 20.3' L HWL EL. 902.0 1:15 END TIP OUT V 32.3' L B618 C&G L 32.3' L 895 _ _ _ _ N _ B618 C&G + 10.0, 2.7' L V 895 O N M N 0J W O� Iv O�cn END TIP OUT +15.4 +91.4 7F2031- +46.8 B618 C&G Iv + B618 C&G 2.7' L I 1:15 TE APPR REVISION SURVEY PEW '` Cottage ® Stantec � Grove edty neer zags Highway "here pride andprosP St. Paul, MN 55113 -taut-c- +37.8 CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP - 154'L 2.7' L DESIGNED 'DP CHECKED JDP °` APPROVED DRS + ,moi 14.7 L Rc10 0 N 216 1 217 218 219 220 221 222 b +75.4 RAVINE PKWY b I 18.7 R +95.4 +45.6 1:15 26.7 R ', 26.7 R �0 _ 'C!+33.8 -------------------- - - - - - - - - - - - - - - - R p< - -------------- - \o, -- 18.7 R ---------------------------------------------------- B618 C&G 8' TRAIL - ,., 8' TRAIL B618 C&G +31.5 +38.3 +43.5 a +20.8 38.7' R R=102' 38.9' R 42.7 R �, � +04.5 -42.7 R - - I .R +98.6 +750 474R+9 4 42.7 R RAVINE - EB CONST. LIMIT 56.6' R _ - - - - - - - - - - - - - - - - - - - N R -11o' -------- --- - +74.6- +04.3 - - - i ---- - - - 76.6'R I 57.2'R - - _ - - JOLIET AVE L - - � 77.2 77.2- R SEE SHEET 151 FOR PROFILE 0 25' 50' SEE INTERSECTION DETAIL SHEET 190 LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6' CONCRETE WALK. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. TRAFFIC FLOW -1 219+90.66 (RA NE -EB -2) EL: 914.71 920 = 82+46.94 (JOLI AVE) 920 Q PROFILE GRADE _ TOP OF FINISHED SURFACE i- - - 1..00% -L-� i ----------- 910 910 2.25' PAVEMENT] --- SECTION � - - - - - - - INPLACE GROUNDLINE 900 J 900 HWL EL. 902.0 895 _ _ _ _ _ _ 895 O N M N 0J W O� O� O�cn 215+35 216+00 217+00 218+00 219+00 220+00 221+00 222+00 222+65 TE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove edty neer zags Highway "here pride andprosP St. Paul, MN 55113 -taut-c- CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP - DRAWN SMV/ShO 133 DESIGNED 'DP CHECKED JDP °` APPROVED DRS 547 PROF. NO. 1803878 A. o= waw o u Lr) Lr) N N N RAVINE - WB PROP. R/W +65.5 77.7 L - - - R=150' _+66.9 B618 C&G+92.5 53.7 L 53.7' L 421 -1:15 +26.9 +92.5 32.3' L 32.3' L i 223 0 22 Y, � +29.2 +41.17' \ 65.1' L 64. L +49.5 R=150' R=718' X51.4' L +57.7 +11.6 t 28 L 407 L� I 1� 422 R=698' R=6' 423 I-I82_I_ 4: +47.8 30.1' L +56.0 R=702' +11.6 B618 C&G 21.5' L 19.3' L 4 225 226 1:15 +39.0 B618 C&G 18.7 R RAVINE -EB ------- PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. PAID FOR AS 6' CONCRETE WALK. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - EB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. 930 920 910 -. +=0-- 26.7 R HP: 224+75.89 EL.: 919.17 OOO L.i -00 0,0000 +44.8 DNR EASEMENT 99.7 1- 3' L +09.3 64.7' L +85.5 /� o 40.7' L n ° II II III I��I��I 425 �� R=100 426 +99.7 116' L - i V - END SAP 180-121-001 RAVINE - EB V STA. 228+45.76 V 407 �0 +67.5 19.3' L NO DATE APPR REVISION SURVEY PEW n Cottage ® Stantec � Grove ericy Meet ags Highway here pride andptosP St. Paul, MN 55113 -tact-c- YV1 JIA: LL4t77.D3 SHED DRAW" SMV,�.E n � CHECKED JED V 227 +99.7 228 fes 229 ^ 229 y 2.7' L :919.78 I W A RAVINE PKWY V cr vj +R74 13.2 ^ LL W V 110' R - °J °J K: 7 .54 aj W M FLOW v O A --- --------- to In END SAP 180-121-001 -------- --- 8' TRAIL R=1 LVC: 00.00 V ° +38.3 rn RAVINE - EB TRANSMISSION EASEMENT R-100' m 55.4' R I o x CONST. LIMIT - +29.2 +48.6 +70.0 +89.3 \ PROP. R/W 42.7 R 44.6' R 48.8' R 50.7 R jy I IR S'Iil RSECTION DETAIL SHEET 191 LP : 227+88.81 EL.: 915.71 PVI STA: 227+74.69 PVI ELEV:915.34 K: 45.88 900 NO DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove ericy Meet ags Highway here pride andptosP St. Paul, MN 55113 -tact-c- YV1 JIA: LL4t77.D3 SHED DRAW" SMV,�.E 134 DESIGNED 'DP CHECKED JED o` APPROVED DES 547 PROF. NO. 1803878 fes N N PVI ELE :919.78 ,My O W TRAFFIC rn cr vj O^ rn W W °J °J K: 7 .54 aj W M FLOW v O O M to In END SAP 180-121-001 LVC: 00.00 ° rn RAVINE - EB fes N W �+ N W STA. 228+45.76 W. � I. m � rn ............... « PROFILE GRADE m V w M rn v rn TOP OF FINISHED SURFACE m W N V N V > > �wjs ----- _._ -1:62% 22100 %N>�a 2.25' PAVEMENT SECTION INPLACE GROUNDLINE 228+74..91 (RAVINE -EB-) EL: 916.74 508+45. 10 (KEATS) 900 NO DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove ericy Meet ags Highway here pride andptosP St. Paul, MN 55113 -tact-c- CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED DRAW" SMV,�.E 134 DESIGNED 'DP CHECKED JED o` APPROVED DES 547 PROF. NO. 1803878 fes N N N ti to ,My O W i0 M cr vj O^ W W °J °J °j OJ aj to aj W M W ^ 2,6 O O i In to In 930 920 910 m N (k 0 25' 50' 222+65 223+00 224+00 225+00 226+00 227+00 228+00 229+00 229+45 NO DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove ericy Meet ags Highway here pride andptosP St. Paul, MN 55113 -tact-c- CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED DRAW" SMV,�.E 134 DESIGNED 'DP CHECKED JED o` APPROVED DES 547 PROF. NO. 1803878 a 3Fa aw w o d IiII N N N ON M CONST. LIMIT — — — — — — — — — — ' INP. R/W — V >— —>� +31.1 +35.1 34.7 L:\ r34.7 L R=11110' J 393 J 394 11 JJ J B618 C&G (TIP OUT) 8'TRAIL B618 C&G —RAVINE PKWY III��I �, I IIIIIIIIIIIII V LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - WB ALIGNMENT SEE SHEETS S - 9 FOR ADDITIONAL RNV INFORMATION. 10W 4 1 411 Lf) M ON ON M 0 25' 50' 20 910 •11 895 SURVEY PEW 1 Cottage ® Stantec Grove er)ty neer zags Highway 36w ""i pride and �,,,p St. Paul, VN 55113 —tact—c— 1 CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED DRAWN SMV,PEW hO 135 1 CHECKED JDP 1 APPROVED DRS 1 PROF. NO. 18038,8 1 1 1 1 1 1 1 895 O O O O O^i O O O O O o O o O 0 O 0 6 6 392+22 393+00 REVISION 394+00 395+00 396+00 397+00 398+00 399+00 399+50 SURVEY PEW Cottage ® Stantec Grove er)ty neer zags Highway 36w ""i pride and �,,,p St. Paul, VN 55113 —tact—c— CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED DRAWN SMV,PEW hO 135 DESIGNED JDP CHECKED JDP °F APPROVED DRS 547 PROF. NO. 18038,8 d 0 Iiiii2i 920 910 •11 :•1 HP: 400+75.00 EL.: 911.26 PVI STA: 400+75.00 PVI ELEV: 911.76 LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOTSTANDARD DETAIL PLATE 7113. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - WB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL RNV INFORMATION. 920 910 •11 890 399+35 400+00 401+00 402+00 403+00 404+00 405+00 406+00 406+30 NO DATE APPR REVISION SURVEY NEW Cottage Stantee � Grove edty neer zags Highway "here pride and prose St. Paul, MN 55113 —taut—c— K: 100.00 CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 a"ra DRAWN SMV/MAF 136 DESIGNED '°` CHECKED JDP °` APPROVED DRS 547 PROF. NO. 1803878 LVC: 200.00 TRAFFIC S S FLOW rn .. M V u V V PROFILE GRADE RAVINE - WB - m w TOP OF FINISHED SURFACE _l:oo�io -- -- - --- - - - - - - - - - - - - - - - - - - - --- — - / - - - - - - - - - - - - - 2.25' PAVEMENT - - - - - - - SECTION c HWL EL. 902.0/�j INPLACEJ _ — — — — — — — — — — — — — — GROUNDLINE M to M OJ of U! M O to U! N O V .-v O O? U! O O O O O O O O IN O O O O O 920 910 •11 890 399+35 400+00 401+00 402+00 403+00 404+00 405+00 406+00 406+30 NO DATE APPR REVISION SURVEY NEW Cottage Stantee � Grove edty neer zags Highway "here pride and prose St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 a"ra DRAWN SMV/MAF 136 DESIGNED '°` CHECKED JDP °` APPROVED DRS 547 PROF. NO. 1803878 aAa= waw o LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON RAVINE - WB ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL RNV INFORMATION. 920 910 m :•1 920 910 m :•1 406+10 407+00 408+00 409+00 410+00 411+00 412+00 413+00 413+24 ATE APPR REVISION SURVEY PEW Cottage ® Stantec Grove edty neer zags Highway "here pride and prose St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET hO DRAWN SMV,.E 137 DESIGNED CHECKED JDP °` TRAFFIC 547 PROF. NO. 1803878 _LP : 407+88. _ _ _ FLOW EL.: 905.13 PVI STA: 407+88.00 .......PVI ELEV: 904.3 K: 100.00 LVC: 200.00 rL PROFILE GRADE RAVINE - WB _ o C9 CR o C9 2 TOP OF FINISHED SURFACE .. V 0� .. V M m M w 2.25' PAVEMENT — — — —— _- — — — — — — — — — — — — — SECTION — — — — — — — __------- HWL EL. 902.0 INPLACE GROUNDLINE O ^ W M f� `1 N f, ^ N f,�_ N f, N f, O OO O O O O O 0'6 0 0 0 0 0 0 0 0 m O m O m rn m m m m m m rn m m rn m m m m rn m m m m m m m m m m 920 910 m :•1 406+10 407+00 408+00 409+00 410+00 411+00 412+00 413+00 413+24 ATE APPR REVISION SURVEY PEW Cottage ® Stantec Grove edty neer zags Highway "here pride and prose St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET hO DRAWN SMV,.E 137 DESIGNED CHECKED JDP °` APPROVED DRS 547 PROF. NO. 1803878 v BEGIN SAP 180-020-013 KEATS STA. 501+95.14 KEATS \ ---------------------------- - --------------------------- 1 FM FM - FM FM FM FM FM FM FM FM FM FM FIM 500 501 ----------------------------------------------------------�-- +9 .1J 20.01 R —x —x x — x —x — x x—x—x—x x- Z 0 25' 50' LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON KEATS ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. x—x—x- �-x- - L« I -x —x xxx —xxrx - I I I I TRANSMISSION EASEMENT I I �Ii� -c�<-<-<-< �J < O Lr) O Lf) 0J m ^ W M m M m M M M M N W O? N N N N N N N 499+50 500+00 501+00 502+00 503+00 504+00 505+00 506+00 506+50 REVISION SURVEY PEW Cottage ® Stantec erity neer zags Highway 36w ""i pride and �,,,p St. Paul, MN 55113 —taRta .c m CONSTRUCTION PLAN & PROFILE KEATS AVENUE CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET E DRAWN SMV,hO � 138 DESIGNED JDPGrove CHECKED JDP OF APPROVED DRS 547 PROF. NO. 19803878 a 3Fa 0 0 O Lr) + O Lf) FM X 1 1 _ I °0o I I o o 00 0 0 op00 1 LP : 514+bi.[ts 1 O o 00000 0�o o I 1 rn 06 )00 006 >> X000 +60.6 +72.6 I >> 57.4' 1- / 57.4' L 1 > EL.: 909.54 ->> C- P. O 0�F _I \�S W o6 +58.1 ti 1L �,ti� 26.5' L N ti +94.0 -30.5' O 2 O 2 38.4' L Oi O Q O� tr O� .^i tr - FM FM FIM AFM FM FM FM FM M F + FM FM - FM FM FM FM FM FM.;w--7 FM 507 tr 508 _ 509 510 tr O� tr tr O 508+39.10 (KEATS) L: 916.88 F K: 268.51 +01.1 28.5'R � +83.1 >> 28.5'R -X-x-x-x-X x -x 1 _ I I I N I I I +26.1 I 53.4' R Z I I I 0 25' 50' -<<-<<-<<<71 --- << - LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD DETAIL PLATE 7113. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON KEATS ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. 93( 920 910 CONST. LIMIT INP R/W N +91.1 30.5' L +37.0 25.6' L N FM FM FM FIM N FM FM FM FM FM FM FM FM FM FM FIM O 511 512 513 n + ri KEATS AVE n, Lf) m +87.5 �`� �+51.0 N 26.5' R s' 25.3' R x -x -x x -X -X +1.0'R / / .51.2' rix -x= X -X -X- XXX -XX - � - - - - } 51.0'R1 -- .51.2'R- - / } I X L+58.1 INP. R/W / I 53.4' R KEATS INSTALL BARBED WIRE FENCE -261' / TE X CONST. LIMIT < < < < 900 TRAFFIC LP : 514+bi.[ts �� oo O�� FLOW EL.: 909.54 O� �� �o O 0�F W o6 r< ti I STA: 512+37.76 M ti N ti N !' .-v O O 2 O 2 O O Oi O Q O� tr O� .^i tr y' .-v O� PVI ELEV: 907.90 .Mi tr tr tr O� tr tr O� tr tr O 508+39.10 (KEATS) L: 916.88 F K: 268.51 - 228+74..84 (RAVINE -EB -2) LVC: 750.00 0! PROFILE GRADE - TOP OF FINISHED SURFACE �° M EG FG ow V [O sun "17 508+61.0 (KEATS) EL: 916.38 426+68.3 (RAVINE WB -2) mmmommul .17' PAVEMENT SECTION 900 �� oo O�� O� �� �o O 0�F W o6 r< ti V M ti N ti N !' .-v O O 2 O 2 O O Oi O Q O� tr O� .^i tr O� .-v O� tr .Mi tr tr tr O� tr tr O� tr tr O 506+50 507+00 REVISION 508+00 SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 509+00 Cottage � Grove here pride and PrOSperity Meet 510+00 (3 Stantec 2335 Highway 36 W St. Paul, MN 55113 -tant".- 930 )20 )10 511+00 512+00 513+00 513+70 CITY OF COTTAGE GROVE, MN CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 139 KEATS AVENUE SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 930 920 910 •11 NO DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove edty Meet zags Highway here pride and ptosP St. Paul, MN 55113 —taut—c— I' CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 TRAFFIC DRAWN SMV/ShO 140 END SAP 180-020-013 CHECKED JED xV----- <—<<—<—<—<—<—<—k< 547 PROF. NO. 1803878 MIT CONST. LIKEATS I FLOW STA. 515+16.10 INP. R/W x Lx—x— _ �i- — — — — — — — — — - — — — — xx_ x— — x—x — x = xx —x= xx I I — EL.: 909.54 KEATS I I V I I PVI STA: 512 37.76 I I I I +16.1- 16.1 -20.0'L 20.0' L PVI ELEV: 907.90 ------------------ ------------------------------------ --- ------------------ ----/------\--- — F IFM FM FM — FM FM FM FM FM FM FM FM FM FM FM FM FM — FM AFM — FM — FM _ FM c:) + 514 515 516 517 517 AFM FM — FM — FM — FM — FM — FM — ro N LVC: 750: CO KEATS AVE V Lr) Lr) - ---------------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —71M NJ +16.1 I 20.0' R>— L --J << N � I V I —x I —x—x—x x—x—X—x—x END SAP 180-020-013 xxx—xx—xX XX—X—XX x xxxx x—x—x _x— x—x I KEATS> CONST. LIMIT I I I I i PROFILE GRADE - INP. R/W I w I I TOP OF FINISHED SURFACE I I .. fi w EG FG 0 25' 50' LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASUREDTO FACE OF CURB. a ---- INPLACE ROADWAY ALL MEDIAN NOSES SHALL BE CONSTRUCTED PER MNDOT STANDARD 0:54°h DETAIL PLATE 7113. F TRAFFIC FLOW STATION OFFSET INFORMATION BASED ON KEATS ALIGNMENT SEE SHEETS S - 9 FOR ADDITIONAL R/W INFORMATION. 930 920 910 •11 930 920 910 •11 513+70 514+00 515+00 516+00 517+00 518+00 NO DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove edty Meet zags Highway here pride and ptosP St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN &PROFILE KEATS AVENUE CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 TRAFFIC DRAWN SMV/ShO 140 DESIGNED 'DP CHECKED JED °` APPROVED DES 547 PROF. NO. 1803878 FLOW LP : 514+6 .28 _ �► EL.: 909.54 PVI STA: 512 37.76 PVI ELEV: 907.90 K 268.5 LVC: 750: CO —71M N � END SAP 180-020-013 w U KEATS> i PROFILE GRADE - STA. 515+16.10 w TOP OF FINISHED SURFACE .. fi w EG FG a 0:54°h INPLACE .17' PAVEMENT GROUNDLINE SECTION rnO� 930 920 910 •11 513+70 514+00 515+00 516+00 517+00 518+00 NO DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove edty Meet zags Highway here pride and ptosP St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN &PROFILE KEATS AVENUE CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP - DRAWN SMV/ShO 140 DESIGNED 'DP CHECKED JED °` APPROVED DES 547 PROF. NO. 1803878 O Q .O At - 52t oOzo a� 0300 mN5 o=F.a a o o�� aAa= waw o 0 25' 50'` TE +88.2 INP. R/W 29.2' L +82.7 21.8' L +75.4 16.0'L ----------------------------------------------------------------- +54.3 MILITARY RD 18.7 L +54.3 19.5' R ------------------------------�-------------+— ----------------------------------- ------ � ----fir I I CONST. LIMIT \\ —,II> �—>> I I — — a— I— — — — — — — LEGEND PROPOSED ROADWAY ---- INPLACE ROADWAY F TRAFFIC FLOW NOTES: IN URBAN SECTIONS ROAD DIMENSIONS ARE M EASU RED TO FACE OF CU RB. STATION OFFSET INFORMATION BASED ON MILITARY TRAIL ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. 930 920 910 •11 / TRAFFIC FLOW y RAVINE PKWY B t— PVI STA: 12 93.38 PVIS: 11+75.60 PVIS: 12+05.55 PVI ELEV: 9108.50 o VIE: 911.55] f PVIE: 911.88 +. K: 20.5 + O O f� In M M W OJ f� MO Oi O Oi O Oi '� Oi '-' mO Oi O OOi O Oi 930 920 910 •11 9+50 10+00 11+00 12+00 13+00 14+00 NO DATE APPR REVISION SURVEY PEW (L PROFILE GRADE _ .. o CONSTRUCTION PLAN &PROFILE MILITARY TRAIL CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/SO 141 DESIGNED 'DP CHECKED SDP APPROVED DRS 547 PROF. NO. 1803878 TOP OF FINISHED SURFACE +al ma .. oo o+ PVI S: 10+.81 03 .iii a di... iii b w... tir a a w s a. a PVI E: 90+03 ri w 2 00% 4.38% E 2 05% -1.50°° -7.00% 7.50% 0.00% _ .71' PAVEMENT SECTION INPLACE .71'PAVEMENT- GROUNDLINE SECTION O O f� In M M W OJ f� MO Oi O Oi O Oi '� Oi '-' mO Oi O OOi O Oi 930 920 910 •11 9+50 10+00 11+00 12+00 13+00 14+00 NO DATE APPR REVISION SURVEY PEW Cottage ® Stantec Grove e�Ity Meet 2335 Highway W "h@fe pride and ��,,pSt. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN &PROFILE MILITARY TRAIL CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/SO 141 DESIGNED 'DP CHECKED SDP °` APPROVED DRS 547 PROF. NO. 1803878 a 3Fa 0 0 0 LU z J U LEGEND PROPOSED ROADWAY ---- INPLACE ROADWAY F TRAFFIC FLOW 930 920 910 •11 M NOTES: IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO FACE OF CURB. STATION OFFSET INFORMATION BASED ON MILITARY TRAIL ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. 14+00 15+00 16+00 17+00 APPR REVISION SURVEY PEW DRAWN SMV/MAF DESIGNED SDP /Cottage CHECKED FDP Grove APPROVED DRS "here pride and QrOsperity Meet PROF. NO. 193803", 18+00 ® Stantec 2335 Highway 36 W St. Paul, MN 55113 W W W Stant—c- 9301 9201 9101 900 V 19+00 20+00 21+00 21+50 CITY OF COTTAGE GROVE, MN F"FEF CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 142 MILITARY TRAIL SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 TRAFFIC FLOW AVINE PKWY - EB F PVIS: 15+53.751rL PROFILE GRADE - PVIE: 910.3 TOP OF FINISHED SURFACE PVIS: 15+47.59 PVIS: 15+ 7.57 PVIE: 910.74 U. m Mo o - P I STA: 14+65.38ci ^o LP : 17+82.14 - N m VI ELEV: 908.50 0 0 o o m + - + rn K: 28,28 . + � °' ,e rn + � o; � rn _ ^ m PVI STA: 17+86. 7 � U LVC: 90.00 - v.. cii w M L PVI ELEV: 907.606 � a a + rn K: 25.46 + rn _ -. m -... - -.. w a off.. .. LVC: 90.00— _ — v m iii w V ZZ m w 7.00% .71' PAVEMENT .71'PAVEMENT INPLACE SECTION SECTION- GROUNCLINE O O O O O 00 6 m 6 m O m O Q O O O O O O O .-v O 14+00 15+00 16+00 17+00 APPR REVISION SURVEY PEW DRAWN SMV/MAF DESIGNED SDP /Cottage CHECKED FDP Grove APPROVED DRS "here pride and QrOsperity Meet PROF. NO. 193803", 18+00 ® Stantec 2335 Highway 36 W St. Paul, MN 55113 W W W Stant—c- 9301 9201 9101 900 V 19+00 20+00 21+00 21+50 CITY OF COTTAGE GROVE, MN F"FEF CONSTRUCTION PLAN & PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 142 MILITARY TRAIL SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 a ' a opo W Z J 2 U a toto 0 25' a� MILITARY TRAIL INP -- — � — — — — — — CONST. LIMIT +48.5 — — — — — — — — — — — — — — — — — — — — — — 0.0' +80.8 R=204' 0.0' +59.1 +91.0 22 0.0' 0.0' +90.7 23 24 25 26 27 28 R=500' 8' TRAIL n I— — — — — — — — — — — — — — — — — n CONST. LIMITI INR R/W LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO FACE OF CURB. ---- INPLACE ROADWAY STATION OFFSET INFORMATION BASED ON F TRAFFIC FLOW MILITARY TRAIL ALIGNMENT SEE SHEETS S - 9 FOR ADDITIONAL R/W INFORMATION. 94( 930 920 50' 140 930 920 910 — _ TRAFFIC _ _ _ — — _— — _ _— _ FLOW 910 + M i0 ^ W W Oi 0� O � _ 6i W - if N .moi .^i EL PROFILE GRADE N m w TOP OF FINISHED SURFACE. .. a a _ _ — — — — — — — — — — — 71' PAVEMENT 1.93% _.. �.�_� SECTION.... - INPLACE _ GROUNDLINE 50' 140 930 920 910 — _ _ _ _ _ — — _— — _ _— _ — 910 M i0 ^ W W Oi 0� O O .Mi .moi .^i 21+00 22+00 REVISION SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 23+00 24+00 25+00 26+00 27+00 28+00 28+40 Cottage ® Stantec Grove wti prosperity Meet 2335 Highway 36W ere Pride and St. Paul, MN 55113 —tali".— CONSTRUCTION PLAN & PROFILE MILITARY TRAIL CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180.121.001, SAP 180.123.001 SAP 180-110-013, SAP 180-020-013 FEET 14 143 OF 547 a ' a w<w MILITARY TRAIL W Z — — — — — — +47.9 2 ---- 0.0' ----------- - — — — — — — — +31.1 30R=508' 31 +83.8 0.0' 0. _> �> — — — — — — — — — — — — — — — - - - - - - - - - -- CONST. LIMIT — LEGEND NOTES: — —T r I PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE I I I MEASURED TO FACE OF CURB. I I I ---- INPLACE ROADWAY I �, I STATION OFFSET INFORMATION BASED ON _r F TRAFFIC FLOW MILITARY TRAILALIGNMENT —«�«�« ill «—«—«�«—«—«— SEE SHEETS S - 9 FOR ADDITIONAL R/W INFORMATION. 94C 930 920 0 — — INP. — — — — — — — — — — CONST. LIMIT +44.0 +10.9 0.0' 0.0' >—> > 33 R=500' 34 8' TRAIL INP — — — — — — — T \ MILITARY TRAIL PROFILE DOES NOT CONTROL GRADE FROM STA. 28+55.85 TO STA. 48+60.69 AND IS SHOWN FOR REFERENCE ONLY. PROFILE CREATED FROM 25' 50' 940 930 920 91O LIDAR INPLACE GROUNDLINE. MATCH EXISTING MILITARY ROAD PROFILE. 910 i0 OJ OJ O� O N M � i0 ti N O W f� 28+40 29+00 REVISION 30+00 SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 31+00 Cottage � Grove here pride and PrOSperity Meet 32+00 ® Stantec 2335 Highway 36 W St. Paul, MN 55113 —taut—c- 33+00 CONSTRUCTION PLAN & PROFILE MILITARY TRAIL 34+00 35+00 35+65 CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 sHFrr 144 OF 547 a a= MILITARY TRAIL 94( 930 920 910 MILITARY TRAIL PROFILE DOES NOT CONTROL GRADE FROM STA. 28+55.85 TO STA. 48+60.69 AND IS SHOWN FOR REFERENCE ONLY. PROFILE CREATED FROM 0 )40 930 920 MATCH EXISTING MILITARY ROAD PROFILE. 910 O N � OJ .-v OJ OJ OJ OJ N N N N N N N N N M M M M M M M 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 25' 50' 35+65 36+00 37+00 38+00 39+00 40+00 41+00 42+00 42+66 INP. R/W� CONST. LIMIT PEW SMV/ShO Cottage ® Stantec CITY OF COTTAGE GROVE, MN A 145 DRAWN DESIGNED — — —0.01 +45.2 — � Grove CONSTRUCTION PLAN &PROFILE — — — — — — -- 61 .7 -- — — — — — — 9 — — _ — —0.9 -- 0.0_— -- —39 R=508' -- — -- -- APPROVED LU — — — — — — — — — — — — — — — — — — — — — — — — 38 8' TRAIL 40 547 z 1803878 —taut—c— 41 SAP 180-110-013, SAP 180-020-013 > > > > > > > > > > > 42 36 > > > > > > U Q — — — CONST. LIMIT — — — — — — — — — I� — — — — — — — — — — — — — \ LEGEND PROPOSED ROADWAY NOTES: IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO FACE OFCURB. ---- INPLACE ROADWAY STATION OFFSET INFORMATION BASED ON \\ F TRAFFIC FLOW MILITARY TRAIL ALIGNMENT / SEE SHEETS S - 9 FOR ADDITIONAL R/W INFORMATION. 94( 930 920 910 MILITARY TRAIL PROFILE DOES NOT CONTROL GRADE FROM STA. 28+55.85 TO STA. 48+60.69 AND IS SHOWN FOR REFERENCE ONLY. PROFILE CREATED FROM 0 )40 930 920 MATCH EXISTING MILITARY ROAD PROFILE. 910 O N � OJ .-v OJ OJ OJ OJ N N N N N N N N N M M M M M M M 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 25' 50' 35+65 36+00 37+00 38+00 39+00 40+00 41+00 42+00 42+66 NO DATE APPR REVISION SURVEY PEW SMV/ShO Cottage ® Stantec CITY OF COTTAGE GROVE, MN SHEEP - 145 DRAWN DESIGNED 'DP � Grove CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED ericy Meet ags Highway 36w MILITARY TRAIL SAP 180-121-001, SAP 180-123-001 °F APPROVED DES here pride and ptosP St. Paul, MN 55113 547 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 'A' 0 0 +61.2 +36.6 s�-FM FM FM — FM +02.1— ----- 0.0' ---- 0.0 _ _ _ _ — — — — — — FM FM FM FM — FM FM �R —FIA — F4— FM--FW--`FM -FM M FNI-----: FM FM ��/�M FM M FM FM — FM — FM — FM — FM — FM — ----------------------------------------------------------------------i/ it 700'5 0.5'R 0.0 CONST. LIMIT ---------------------------- --- - - - -------------- -------------- LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO FACE OF CURB. ---- INPLACE ROADWAY — STATION OFFSET INFORMATION BASED ON — — — — — — F TRAFFIC FLOW MILITARY TRAIL ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. 940 930 920 910 KEATS AVE / 0 25' 50' NO DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove ericy Meet ags Highway here pride andptosP St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN &PROFILE MILITARY TRAIL CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 MATCH LINE DRAWN SMV/ShO 146 DESIGNED 'DP CHECKED JED of APPROVED DES 547 PROF. NO. 1803878 + M � M EL PROFILE GRADE - F r rn - i INP. F / v +os.s 0.0' rn TOP OF FINISHED SURFACE . .: cn +29.0 w MILITARY TRAIL � w 37.0' L CONST. LIMIT a .. >- ��\ .00o/ 0.1% 49.1-3 49.1' L 0.71% ° 8' TRAIL // \\ _79T-'— 1 47 1 1-11 46 111 1��\45 R=+67.4.====________________='--------�— I-11--� ----�I --- —+95.5 -------------------- i �+71.2 52.9' L --®=___==---00' ----- s�-FM FM FM — FM +02.1— ----- 0.0' ---- 0.0 _ _ _ _ — — — — — — FM FM FM FM — FM FM �R —FIA — F4— FM--FW--`FM -FM M FNI-----: FM FM ��/�M FM M FM FM — FM — FM — FM — FM — FM — ----------------------------------------------------------------------i/ it 700'5 0.5'R 0.0 CONST. LIMIT ---------------------------- --- - - - -------------- -------------- LEGEND NOTES: PROPOSED ROADWAY IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO FACE OF CURB. ---- INPLACE ROADWAY — STATION OFFSET INFORMATION BASED ON — — — — — — F TRAFFIC FLOW MILITARY TRAIL ALIGNMENT SEE SHEETS 5 - 9 FOR ADDITIONAL R/W INFORMATION. 940 930 920 910 KEATS AVE / 0 25' 50' .71' PAVEMENT) SECTION LIDAR INPLACE GROUNDLINE MILITARY TRAIL PROFILE DOES NOT CONTROL GRADE FROM STA. 28+55.85TO STA. 48+60.69 AND IS SHOWN FOR REFERENCE ONLY. PROFILE CREATED FROM LIDAR INPLACE GROUNDLINE. MATCH EXISTING MILITARY ROAD PROFILE. O7 O O N N N N N M M M M M M M M M M M M 940 930 920 910 48+65 48+00 47+00 46+00 45+00 44+00 43+00 42+66 NO DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove ericy Meet ags Highway here pride andptosP St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN &PROFILE MILITARY TRAIL CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP - DRAWN SMV/ShO 146 DESIGNED 'DP CHECKED JED of APPROVED DES 547 PROF. NO. 1803878 + M � M EL PROFILE GRADE - F r rn - v rn v rn TOP OF FINISHED SURFACE . .: cn w in w � w a .. >- .00o/ 0.1% 0.71% ° .71' PAVEMENT) SECTION LIDAR INPLACE GROUNDLINE MILITARY TRAIL PROFILE DOES NOT CONTROL GRADE FROM STA. 28+55.85TO STA. 48+60.69 AND IS SHOWN FOR REFERENCE ONLY. PROFILE CREATED FROM LIDAR INPLACE GROUNDLINE. MATCH EXISTING MILITARY ROAD PROFILE. O7 O O N N N N N M M M M M M M M M M M M 940 930 920 910 48+65 48+00 47+00 46+00 45+00 44+00 43+00 42+66 NO DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove ericy Meet ags Highway here pride andptosP St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN &PROFILE MILITARY TRAIL CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP - DRAWN SMV/ShO 146 DESIGNED 'DP CHECKED JED of APPROVED DES 547 PROF. NO. 1803878 mN5 o,.x h=Q= o o�� A. o= waw o m 950 940 930 925 RAVINE PARKWAY - WB PROFILE 369+75 370+00 m 950 940 930 RAVINE PARKWAY - WB PROFILE 371+00 372+00 373+00 374+00 375+00 376+00 950 940 930 925 377+00 377+25 DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove edty neer zags Highway "here pride and prose St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY -WB CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/SO 147 TRAFFIC - TRAFFIC °` APPROVED DRS 547 PROF. NO. 1803878 FLOW - FLOW - HP: 376+8160 ~ - F HP: 376+83.60 EL. 942.70 EL.: 942.70 PVI STA: 376+07.19 - PVI STA: 376+07.19 PVI ELEV: 943.96 - PVI ELEV: 943.96 K: 98.59 _K: 98.59 LVC 350.00 LVC: 350.00 .v N 383+01.60 (RAVINE -WB -2) EL; 937.01 rn o PV1 STA: 371+77.70 �+ = 62+68.72 (K NGSTON FIELD).. PVI STA: 384+91.. 1 M w PVI ELEV: 933.01 111 PROFILE GRADE RAVINE WB M m PVI ELEV: 935.11 �- K: 103.63.... - 0! PROFILE GRADE RAVINE WB- m.. . K: 100.00. — — — LVC: 150.00 — — — — — — TOP OF FINISHED SURFACE OF FINISHED SURFACE > m — - — — — -- — — — —— — — -- — — LVC: 200.00 > w - — — — — > INPLACE _ 5 m — — — _ w OZ.S /° rn M +6i - ° — — — — — — 2.25' PAVEMENT L 6i uJ / SECTION 2.25' PAVEMENT > SECTION 1.99% i0 W rn m m O rn M rn O W V rn m m O m O� m O O V m Oi V m Oi m M m of M m m of m M m f� M m m i M m to m M m to m M m i M m m — — — — — --- 370+19.7 — (RAVINE -WB -2) EL: 931.77 INPLACE GROUNDLINE - 606+60.16 (JAM -NB) mm mm N " N M rn N " N OM M m rn M M rn of m M M rn M M'6 m ti `"' M^ M m rn M O V m .-� of V M � o M rn V mm O of mm f� M f�j rn of rn W rn 369+75 370+00 m 950 940 930 RAVINE PARKWAY - WB PROFILE 371+00 372+00 373+00 374+00 375+00 376+00 950 940 930 925 377+00 377+25 1 950 940 930 377+25 378+00 379+00 380+00 381+00 382+00 383+00 384+00 384+75 DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove edty neer zags Highway "here pride and prose St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY -WB CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/SO 147 TRAFFIC - CHECKED JED °` APPROVED DRS 547 PROF. NO. 1803878 FLOW - HP: 376+8160 ~ - EL. 942.70 PVI STA: 376+07.19 - PVI ELEV: 943.96 - K: 98.59 LVC 350.00 .v N 383+01.60 (RAVINE -WB -2) EL; 937.01 = 62+68.72 (K NGSTON FIELD).. PVI STA: 384+91.. 1 M w PVI ELEV: 935.11 �- - 0! PROFILE GRADE RAVINE WB- K: 100.00. — — — — — — — — — — — TOP OF FINISHED SURFACE LVC: 200.00 > w - — — — — INPLACE 5 — — — _ GROUNDLINE rn M ° — — — — — — 2.25' PAVEMENT SECTION i0 W rn m m O rn M rn O W V rn m m O m O� m O O V m Oi V m Oi m M m of M m m of m M m f� M m m f� m M m to m M m to m M m i M m m 1 950 940 930 377+25 378+00 379+00 380+00 381+00 382+00 383+00 384+00 384+75 DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove edty neer zags Highway "here pride and prose St. Paul, MN 55113 —taut—c— CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY -WB CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/SO 147 DESIGNED 'DP CHECKED JED °` APPROVED DRS 547 PROF. NO. 1803878 a Aa? a OJ V M V M M M .y M O N OJ m N to N M Nr -4 .y N ti to V N N m O R of 00 ip m '6 N 384+75 385+00 386+00 387+00 388+00 389+00 390+00 391+00 392+00 392+25 RAVINE PARKWAY - WB PROFILE 920 920 910 •11 :•1 PVI ELEV: 935.11 LP : 393+57.46 - CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY -WB CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/ShO 148 DESIGNED 'DP K: 100.00 TRAFFIC APPROVED DRS 547 PROF. NO. 18038,8 LVC: 200.00 RAVINE PARKWAY - WB PROFILE 940 EL;: 904.90 M 940 o 0 PVI STA: 391+81.46 TRAFFIC 0 o PVI ELEV: 902.82 - \ \ M V w FLOW PVI STA: 88+50.00 + K: 64.00 \ > EL PROFILE GRADE RAVINE WB- F PVI ELE :924.37 rn iii LVC: 480.00 TOP OF FINISHED SURFACE K: 3 4.29 M V N LVC: 20.00 EL PROFILE GRADE RAVINE - WB - U m - o o LP : 393+57.46 TOP OF FINISHED SURFACE > + � EL : 904.90 c O °+' 16 rn M V rn INPLACE PVI STA: 391+81.4 930 GROUNDLINE PVI ELEV: 902.82 930 ------------ M V 388+26.52 (RAVINE -WB -2) EL: 924.88 M > K: 64.00 — — — _ `° - 72+48.9 (JEFFERY AVE) U w LVC: 480.00 > 2.25' PAVEMENT - _ — — — — — — - SECTION - HWL EL. 902.0 > INPLACE 920 -- — -- — -- -- -- -- F m �` GROUNDLINE 920 OJ V M V M M M .y M O N OJ m N to N M Nr -4 .y N ti to V N N m O R of 00 ip m '6 N 384+75 385+00 386+00 387+00 388+00 389+00 390+00 391+00 392+00 392+25 RAVINE PARKWAY - WB PROFILE 920 920 910 •11 :•1 )10 392+25 393+00 394+00 395+00 396+00 397+00 398+00 399+00 399+75 DATE APPR REVISION SURVEY PEW LP : 393+57.46 - CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY -WB CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/ShO 148 DESIGNED 'DP CHECKED JED TRAFFIC APPROVED DRS 547 PROF. NO. 18038,8 EL;: 904.90 FLOW o 0 PVI STA: 391+81.46 0 o PVI ELEV: 902.82 - + K: 64.00 rn iii LVC: 480.00 M V N EL PROFILE GRADE RAVINE - WB - U m uN TOP OF FINISHED SURFACE > + � c M V ------------ 2.25' PAVEMENT - _ — — — — — — - SECTION - HWL EL. 902.0 INPLACE GROUNDLINE f N M W W U!O M� M ~O �� O M� O N� O ~O U! O' O'6 O O r O o O o O o O o O 6 O 6 O 6 )10 392+25 393+00 394+00 395+00 396+00 397+00 398+00 399+00 399+75 DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove erity neer zags Highway "here pride and prose St. Paul, MN 55113 —taut—c— 1 CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY -WB CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/ShO 148 DESIGNED 'DP CHECKED JED °` APPROVED DRS 547 PROF. NO. 18038,8 mN5 o,.x h=Q= o o�� 920 910 900 890 HP: 400+75.00 EL.: 911.26 PVI STA: 400+75.00 RAVINE PARKWAY - WB PROFILE PVI ELEV: 911.76 K: 100.00 399+75 400+00 920 910 •11 :•1 RAVINE PARKWAY - WB PROFILE 401+00 402+00 403+00 404+00 405+00 406+00 920 910 1 890 M 407+00 407+25 DATE APPR REVISION SURVEY PEW LP : 407+88.00 LVC: 200.00 CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/ShO 149 DESIGNED 'DP CHECKED JED °` TRAFFIC 547 PROF. NO. 18038,8 ....TRAFFIC LP :407+88.00 905.13 Oo FLOW - FLOW PVI SERA: 407+88..00 - EL.: 905:13 PVI E LEV: 904.63 PVI SERA: 407+88:0 rnPVI + rn : 100.00 E LEV: 904.63 v o w L : 200:00 PROFILE GRADE RAVINE - WB - : 100.00 m - -- - -- -- -- --6iw o r o o TOP OF FINISHED SURFACE L :200.00 m in w w EL PROFILE GRADE RAVINE - WB -- — -- -- -- -- o TOP OF FINISHED SURFACE V w m v 2.25' PAVEMENT 1.00%... o V w V > . m _ — — HWL EL. 902.0 — IN PLACE GROUNDLINE 2.25' PAVEMENT SECTION W O HWL EL. 902.0 O O INPLACE O O O O O m — — — — — O O O O ti O O O O O O GROUNDLINE — — — — _ — — — M m N .-v N N m O O 86 o o� IN m m f< '6 '6 399+75 400+00 920 910 •11 :•1 RAVINE PARKWAY - WB PROFILE 401+00 402+00 403+00 404+00 405+00 406+00 920 910 1 890 M 407+00 407+25 920 910 •11 890 O 407+25 408+00 409+00 410+00 411+00 412+00 413+00 414+00 414+75 DATE APPR REVISION SURVEY PEW LP : 407+88.00 CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY -WB CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/ShO 149 DESIGNED 'DP CHECKED JED °` TRAFFIC 547 PROF. NO. 18038,8 EL.: 905.13 FLOW - PVI SERA: 407+88..00 - PVI E LEV: 904.63 ~ - : 100.00 L : 200:00 PROFILE GRADE RAVINE - WB - o r o o TOP OF FINISHED SURFACE m in w -- — -- -- -- -- o �w V w 2.25' PAVEMENT SECTION _ — — HWL EL. 902.0 — IN PLACE GROUNDLINE W O O O O O O O O O O O m O m O O O O ti O O O O O O 920 910 •11 890 O 407+25 408+00 409+00 410+00 411+00 412+00 413+00 414+00 414+75 DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove erity neer zags Highway "here pride and prose St. Paul, MN 55113 —taut—c— 1 CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY -WB CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/ShO 149 DESIGNED 'DP CHECKED JED °` APPROVED DRS 547 PROF. NO. 18038,8 omN5 ,=a Q3Q a QDa� °A waw _opo 930 920 910 900 OJ RAVINE PARKWAY - WB PROFILE HP: 422+60.87 EL.: 918.99 414+75 415+00 930 920 910 •11 416+00 417+00 HP: 422+60.87 RAVINE PARKWAY - WB PROFILE EL.: 918.99 418+00 419+00 420+00 NO DATE APPR REVISION SURVEY NEW PVI E LEV:919.63 CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY -WB CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET DRAWN SMV,SE 150 DESIGNED '°` TRAFFIC °F APPROVED DRS 547 PROF. NO 18038,8 PVI LEV.919.63 : 73.16 TRAFFIC P : 425+79.29 : 73.16 L : 200.00 FLOW EL.: 915.23 LV--: 200.00 F — PV EL PROFILE GRADE RAVINE - WB _+ m rn 417 83.60 (RAVIN 914.58 TOP OF FINISHED SURFACEE-WB-2)fL v m 82+81.94 (JOCI AVE) EL PROFILE GRADE RAVINE - WIB K: 43.89 � N TOP OF FINISHED SURFACE LVC: 120.00 — -- — -- — -- — -- -- -- — -------- —1.00% L2 2.25' PAVEMENT SECTION U V U w 6i di -- INPLACE GROUNDLINE -1.730.... CO V.w__aa- O N ^ N N M ^ N N ^ LD N OJ ^ f\ N f\ ^ LD N '6 .^i ^ '6 -. -.... N .-v n ^ M N OJ ^ LD OJ 414+75 415+00 930 920 910 •11 416+00 417+00 HP: 422+60.87 RAVINE PARKWAY - WB PROFILE EL.: 918.99 418+00 419+00 420+00 930 920 910 •11 421+00 930 920 910 011I6 422+00 422+25 422+25 423+00 424+00 425+00 426+00 427+00 428+00 NO DATE APPR REVISION SURVEY NEW PVI E LEV:919.63 CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY -WB CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET DRAWN SMV,SE 150 DESIGNED '°` TRAFFIC °F APPROVED DRS 547 PROF. NO 18038,8 : 73.16 FLOW P : 425+79.29 L : 200.00 EL.: 915.23 426+68.19 ( VINE -WB 2) EL: 916.24 F — PV STA: 425+63.19 = 508+39.10( EATS) P I ELEV: 914.85 EL PROFILE GRADE RAVINE - WIB K: 43.89 N TOP OF FINISHED SURFACE LVC: 120.00 L2 U V U w 6i di -1.730.... CO V.w__aa- `- -. -. -.... w. 2121/6 2.25' PAVEMENT INPLACE SECTION GROUNDLINE N M W V ^ OJ 0� N M N OJ OJ OJ W OJ OJ M OJ T< mO '6 u u ui �_ u M 930 920 910 •11 421+00 930 920 910 011I6 422+00 422+25 422+25 423+00 424+00 425+00 426+00 427+00 428+00 NO DATE APPR REVISION SURVEY NEW Cottage ® Stantec � Grove erity neer zags Highway 36w "here pride and prose St. Paul, MN 55113 —taut—c— 1 CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY -WB CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET DRAWN SMV,SE 150 DESIGNED '°` CHECKED JDP °F APPROVED DRS 547 PROF. NO 18038,8 IDSEN AVENUE PROFILE INNSDALE AVENUE PROFILE 990 990 1000 1000 TRAFFIC TRAFFIC ELPROFILEGRADE- FLOW FLOW TOP OF FINISHED SURFACE y y E� PROFILE GRADE F TOP OF FINISHED SURFACE 980 __ __ __ 980 990 990 INPLACE J GROUNDLINE INPLACE GROUNDLINE 970 _ 970 980 980 OJ N O� O� O� M OJ O� W R W01 uj O uj of 01 01 01 O^i 01 01 � 01 � 01 � 01 � 01 � 21+00 22+00 23+00 24+00 31+00 32+00 33+00 KINGSTON FIELD PROFILE JEFFERY AVENUE PROFILE 950 950 940 940 TRAFFIC TRAFFIC INPLACE FLOW FLOW GROUNDLINEo It PROFILE GRADE � o 0 TOP OF FINISHED SURFACE (L PROFILE GRADE + + o TOP OF FINISHED SURFACE ^ p ^ . m w 940 — 940 930, �QM� �� NXp: �m �W 0:640 — — _ 930 + V _ V N N N N N V + f, Oi W .. .. .. V_I .. M W. > h .INPLACE .... .-... �� as as --aa a .. .... aati.. — — — — — — — / GROUNDLINE m w a �°fo �.4.00% i.96%.. CONTRACTOR TO COORDINATE WITH DEVELOPER 930 _ 930 920 _ _ 920 o� of O of of of N M N Nj N N N O M p 61+00 62+00 63+00 64+00 71+00 72+00 73+00 74+00 JOLIET AVENUE PROFILE EASTRIDGE WOODS TRAIL CONNECTION SWWD TRAIL CONNECTION 930 930 920 920 920 920 TRAFFIC m O rn EL PROFILE GRADE FLOW oo a mo o0 o � o a Q PROFILE GRADE TOP OF FINISHED SURFACE y + a + ;5 rL PROFILE GRADE - Oo o F INPLACE (ii ,L;� w TOP OF FINISHED SURFACE + + rn TOP OF FINISHED SURFACE GROUNDLINE a as 490i rn 920 920 910 910 910 W 910 o o 'S Qpfo a s + o M ° INPLACE a a 6i w GROUNDLINE a a COORDINATE -5.261 CONNECTION WITH �- SWWD GRADING 910 910 900 — _ — — - 900 900 900 ui ui o6 O O O M O O O 82+00 83+00 84+00 85+00 1+00 2+00 2+50 1+00 2+00 2+50 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN SHEEP DRAWN SMV/ShO Cottage ® Stantec CONSTRUCTION PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 151 DESIGNED 'DP � Grove CHECKED JED erity neer zags Highway SIDE STREETS SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and prose St. Paul, MN 55113 547 PROF. NO. 1803878 _.stantec.c(am SAP 180-110-013, SAP 180-020-013 o.a ooQa a�= 0 0 III t'I III ql III I I n i II u ui iii i i � I nl ql I . I —INP. R/W — II ql III � — — — — — — — — — — — — — — — — — / `--------------------------------------� III NI I ------------------------ Illgl------------------------ ----------------------------------------- III I III q� �---- BEGIN SAP 180-123-001 /!\\/,!,\uu6!/5\T/!\vuH /!\ST �4° / / / \\/ = v65tH - EB STA. 100+68.07 102\ f 99 100 7\\ t\\\.104�\\ 6 V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u u V u V u V u V u V u V u V u V u V u u V u V u u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u V u u V u — N ZIII ii / INP 11L o III z III I 65TH - EB LEGEND 25' 50' III i I ® 4" CONCRETEgIT. PAVEMENT y: AGG. SURFACING a WALK SPECIAL (CV) CLASS S ®CONCRETE WALK ® BIT. OVERLAY AGG. BASE (CV) WCLASS S 0 6" CONCRETE © BIT. TRAIL WALK SPECIAL PAVEMENT Ln 00 O N I 25' u Ln 00 O Ln O NO I DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 152 DESIGNED 'DP � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 of APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 a 'a= waw o 65TH - WB 0 317 + 315 316 ®CONCRETE WALK W ® BIT. OVERLAY 65TH ST 0 6" CONCRETE WALK SPECIAL 115_146 - 117 � 115 116 117 X X X X X X X X X X,x N (k 0 25' 50' 65TH - EB SEE SHEET 170 FOR MEDIAN ENLARGEMENT PROP. R/W 321 320 kw���i�i�i�i�i�i-i�i�i�i�i�i�i�i�i�i�i�i�i���i�i�i�i�i�i2A----------- �ii=iiiiiii'ii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii i♦iiiiiiiiiiii�i.�1•1�0c iC�i�i�ii���iiiiii����►i���iiiii i��i�i'�iiO��i�i�'i �1 ,:: LEGEND ® WALK SPECIAL BIT. PAVEMENT - (CV) CLASS SCING ®CONCRETE WALK W ® BIT. OVERLAY AGG. 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PATCH SPECIAL n 50' NO DATE I APPR REVISION SURVEY NEW SHEET DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 154 DESIGNED '°` � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP 65TH STREET er)ty neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 aAa= waw ~opo Z 0 25' 50' III III INP. R/W :. \�\�\ \�\ INP. R/W III 10 IDEAL II I I II 0 10 IDEAL AVE — X12 13 1 14 15 cn - — — INP — — — � I � LEGEND ® WALK SPECIAL L BIT. PAVEMENT r = (CV) CLASSAS ING ®6" CONCRETE WALK ® BIT. OVERLAY AGG. BASE (CV) CLASS S 6" CONCRETE WALK SPECIAL © BIT. TRAIL ��� PAVEMENT 6" CONC. DRIVE ®BIT. PATCH PAVEMENT SPECIAL NO I DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 155 DESIGNED 'DP � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED IDEAL AVENUE ericy Meet zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS �h@fe pride and St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 aAa= waw o BEGIN SAP 180-110-013 JAMAICA - NB STA. 601+24.84 INP. R/ 701 ��—�--------- 601 ---- ----------------------- ----------------------- Z JA 0 25' 50' O Ln M O Ln M LEGEND ® WALK SPECIAL L BIT. PAVEMENT r = (CV) CLASSAS ING ®6" CONCRETE WALK ® BIT. OVERLAY '7 i AGG. BASE (CV) CLASS S 6" CONCRETE WALK SPECIAL © BIT. TRAIL PAVEMENT 6" CONC. DRIVE ®BIT. PATCH PAVEMENT SPECIAL JAMAICA - SB END SAP 180-110-013 JAMAICA - NB INP. STA. 611+64.29 R/W — — — — — — — — — — — — — — — — — — — 708 709 710 711 712 713 713 ----------------- —----- 608 609 610 611 612 613 613 JAMAICA AVE — — — — — — — INP. — — — — — — — — — — — — — — — — — — — — JAMAICA - NB (��)z 0 25' 50' NO I DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 156 DESIGNED 'DP � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED JAMAICA AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 o.a oo0a a Aa= waw _opo II f i T I I � II � - I I I BEGIN SAP RAVINE - EB RAVIN STA. 170+32.69 PROP. R/W RAVINE WB �S�—RA—VI—NE PKWY I - + I� 70 171 — — — --- ------172 —�--- I ii/x, _ — ----- — — —------------ _ �i SEE SHEET 171 FOR MEDIAN ENLARGEMENT3 �I a i x // V / // / // _ I / RAVINE - EB PROP. R/W 0 25' 50' 1 I� 0 25' 50' LEGEND ® 4" CONCRETE WALK SPECIAL = BIT. PAVEMENT AGG. r = (V) CLASS A5ING ®6" CONCRETE WALK ® BIT. OVERLAY // / AGG. BASE (V) CLASS S 6" CONCRETE WALK SPECIAL © BIT. TRAIL PAVEMENT 6" CONC. DRIVE PAVEMENT ®BIT. PATCH SPECIAL NO DATE I APPR REVISION SURVEY NEW SHEET DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 157 DESIGNED '°` � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8-tantec.com SAP 180-110-013, SAP 180-020-013 547 aAa= waw o 2� 0 25' 50' 0 25' 50' LEGEND ® WALK SPECIAL L BIT. PAVEMENT r = (CV) CLASSAS ING ®6" CONCRETE WALK ® BIT. OVERLAY '7 i AGG. BASE (CV) CLASS S 6" CONCRETE WALK SPECIAL ©BIT. TRAIL PAVEMENT 6" CONC. DRIVE ®BIT. PATCH PAVEMENT SPECIAL NO DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 158 DESIGNED 'DP � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED RAVINE PARKWAY erity neer 2335 Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 O 0 At set ao=', Q2 oREF a h=Q= oo�= QDQ_ aAa= 0 0 N i I I--------------------- U o z5 50' RAVINE - WB /// �— 387 M SEE SHEET 172 FOR `� �. MEDIAN ENLARGEMENT6 186-- — RAVINE PKWY / ......../............./.... PROP. R/W / RAVINE - EB J +I 1 X-� Qo Ar \v A) 0 25' 50' RAVINE - WB JII V i I I I I INP.R/W�— I I SEE SHEET 172 FOR MEDIAN ENLARGEMENT 7 188 189 --T_— 190--,--�—_-- 191 ®'$_ N� i------------ ——_—.—.------_----- ----- 192 /...///.///../....//.///.../.../././//././//././... > INP. R1W—/ \\ III w III I I 1 QI LL III j I � polll LEGEND \t ®4" CONCRETEBIT. PAVEMENT AGG. SURFACING WALK SPECIAL (CV) CLASS S ®CONCRETE WALK ® BIT. OVERLAY ,� , AGG. BASE (CV) WCLASS S 0 6" CONCRETE © BIT. TRAIL WALK SPECIAL PAVEMENT 0 6" CONC. DRIVE ®BIT. PATCH VF PAVEMENT SPECIAL Ln N N 193 — 194 T — — - 195 r — — — 196 Yr — - 197 198 1199 RAVINE PKWY / RAVINE - EB INP. R/W TE I Ln NO DATE APPR REVISION SURVEY PEW SHEEP pride aCITY OF COTTAGE GROVE MN DRAWN SMV/MAF / Cottage Stantec 159 DESIGNED 'DP Grove CHECKED SDP SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 erLty neer 15 Highway W °` APPROVED DRS �h@re nd ����� St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 O 0 haw oop swo oozo a� 0300 m55 o=F.a h Q�Q a N 0 25' 50' SEE SHEET 173 FOR / TRAIL OVERLOOK / ENLARGEMENT 2 / NC^®X�0A \ 200 201 202 RAVINE PKWY RAVINE - EB LEGEND / 4" CONCRETEAGG. SURFACING / ® WALK SPECIAL BIT. PAVEMENT '' (CV) CLASS S ®CONCRETE ® BIT. OVERLAY // / AGG. BASE (CV) WALK CLASS S 0 WALK PECIAL PAVEMENTL \v 6" CONC. DRIVE ® BIT. PATCH \ PAVEMENT SPECIAL \�8 0 25' 50'\� RAVINE T YL _ o los zla� 209 1 1N �— s——` 208 -----------___ 206--- - 207 1 1 1 1 1 1 1_ -- __ RAVINE PKWY _ -- ----- --- --- — RAVINE - EB PROP. R/W NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN DRAWN SMU/MAF / Cottage Stantee 160 — DESIGNED '°` � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY ericy Meet zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "h@fe pride and ,,,,pSt. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 O Q .O haw oop swo oozo aL 0300 mN5 o=F.a hQ�Q a a Aao waw o 0 Y (k 25' 50' Lr, N N TRANSMISSION EASEMENT / / I PROP. R/W RAVINE - WB I I I Z—x x A AT ------ — — — — — I--- — — — — —------------------ —-------------- ---- - RAVINE PKWY 414 I 415 416 417 — =--- I -----= — ------ =----i — ——_--—_-- — — — =-----SEE SHEET 172 FOR MEDIAN ENLARGEMENT 8 — � --- ----- 216 _— --� --- � 217 218 219 I I I I -------------- ---------------- ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, N PROP. R/W RAVINE - EB (1) 1 T 0 25' 50' 220 — 7 \;.> 0 ® BIT. PAVEMENT -i" CING WALK SPECIAL (V) CLASS S ® 6" CONCRETE ® BIT. OVERLAY � 7 ,]AGG. BASE (V) WALK CLASS S 6" CONCRETE WALK SPECIAL ©BIT. TRAIL PAVEMENT 6" CONC. DRIVE ®BIT. PATCH PAVEMENT SPECIAL SEE SHEET 172 FOR WQZ/MEDIAN ENLARGEMENT9 222 NO DATE I APPR REVISION SURVEY NEW SHEET CITY OF COTTAGE GROVE MN DRAWN SMV/MAF / Cottage Stantec 161 DESIGNED '°` � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer 2335 Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8—taatl.com SAP 180-110-013, SAP 180-020-013 547 o=bi m35 o,.a Q3Q a w aw o — INP. R/W SS RAVINE PKWY 0 393 39X 4 395 396 397 398 399 in N M ON ON ON ri M RAVINE - WB 193 INol LEGEND 4" CONCRETE ® BITAGG. SURFACING WALK SPECIAL . PAVEMENT " (CV) CLASS 5 0 25' S0' ® 6" CONCRETE ® BIT. OVERLAY /71, AGG. BASE (CV) WALK CLASS 5 6" CONCRETE ®BIT. TRAIL WALK SPECIAL PAVEMENT 6" CONC. DRIVE ®BIT. PATCH ^' \ / PAVEMENT SPECIAL 'V \\ 0 25' 50' INP. R/W SS i go 406 W Ol — -- — — — RAVINE PKWY 404I I _ 405 O 403 �— ��— =m.� 402 —yam i RAVINE - WB SEE SHEET 173 FOR TRAIL OVERLOOK ENLARGEMENT NO DATE APPR REVISION DRAWN PEW CITY OF COTTAGE GROVE MN DR WN SMV/MAF / Cottage Stantee 163— DESIGNED °` Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP RAVINE PARKWAY erity Meet z ss HH�gnwaysew SAP 180-121-001, SAP 180-123-001 °` APPROVED Des ��ere pride and �,,,p St. Paul, MN 55113 PROF. NO. 19803878 —tanta ." m SAP 180-110-013, SAP 180-020-013 547 \1 PROP. R/W J \ \ INP. -77— / RAVINEPKVJ ////•/'/�,// �__ 410��---�__ 411 40 _ 408 \jC 407ON .N TRANSMISSION EASEMENT / 4 13 � 1 RAVINE - WB 213 214 / 2-12- RAVINE 12RAVINE - EB I 215 PROP. R/W 0 25' W. LEGEND ® WALK SPECIAL L BIT. PAVEMENT r = (CV) CLASSAS ING ®6" CONCRETE WALK ® BIT. OVERLAY '7 i AGG. BASE (CV) CLASS S 6" CONCRETE WALK SPECIAL © BIT. TRAIL PAVEMENT 6" CONC. DRIVE PAVEMENT ®BIT. PATCH SPECIAL NO DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 164 DESIGNED 'DP � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 aAa waw _opo Z 0 25' 50' O Lf) + O Lf) 0 2° BEGIN SAP 180-020-013 KEATS STA. 501+95.14 KEATS -- — — — — — — — — — — — — — — — — — \= 500 501 ----------------------------- ------------------------------ �NP — — — LEGEND ® 4" CONCRETEgIT WALK SPECIAL . PAVEMENT :> AGG. SURFACING (CV) CLASS 5 ®CONCRETE W WALK ® BIT. OVERLAY � � i AGG. BASE (CV) CLASS 5 0 6" CONCRETE WAI KSPFCTAI ® BIT. TRAIL PA\/FMFNT I I I I TRANSMISSION EASEMENT I I I I I O n + M Lf) 0 Ln C) 0 Ln NO DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 165 DESIGNED 'DP � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED KEATS AVENUE er)ty neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 LEGEND ® WALK SPECIAL L BIT. PAVEMENT r = (CV) CLASSAS ING TE INP. R/W ® BIT. OVERLAY AGG. BASE (CV) CLASS S I I /- © BIT. TRAIL PAVEMENT 6" CONC. DRIVE ®BIT. PATCH I I PAVEMENT SPECIAL KEATS END SAP 180-020-013 I I I I KEATS ^ ,I 11< < I I STA. 515+16.10 1 I I L / l -//. — — — — — — — — —-------------------------- --------------------------- ------ / / / // // // //. // ////. `�\<\<\ ,<\/\\<\<i<\ KEATS AVE r' 514<<<`<C\C/\`\`\`\`< 515. /(/! 516 517 517 `�` C <�`\/ /\\\\�< ,+i `/ `/�/\ .. -- .. 11 — — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — -- - I^� I I I I L ---I INP. R/W I I I I I I I I i I I I I �Z O � 0 25' 50' LEGEND ® WALK SPECIAL L BIT. PAVEMENT r = (CV) CLASSAS ING ®6" CONCRETE WALK ® BIT. OVERLAY AGG. BASE (CV) CLASS S 6" CONCRETE WALK SPECIAL © BIT. TRAIL PAVEMENT 6" CONC. DRIVE ®BIT. PATCH PAVEMENT SPECIAL NO I DATE I APPR REVISION SURVEY Pew CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF / Cottage Stantee 166 DESIGNED 'DP � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP KEATS AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRs "here pride an,QrosP St. Paul, MN 55113 PROF. NO 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 O Q .O At - 52t oOzo aL 0300 o=F.< o oQQ a Aa= waw o 0 0 25' 50' 25' INP. R/W A MILITARY RD 0 I TE I i ------------------------�--------------- ----------------- — — — — — — I I I I L INP. R/W J//j LEGEND ®4" CONCRETE WALK SPECIAL BIT. PAVEMENT y . AGG. SURFACING (CV) CLASS S ®CONCRETE W WALK ® BIT. OVERLAY �� i AGG. BASE (CV) CLASS S 0 6" CONCRETE WALK SPECIAL ® BIT. TRAIL PAVEMENT 0 DRIVE ® BIT. PATCH P I PAVEMEEME NT SPECIAL I III II II II II II II 11 II II 11 II IIII oA� / ,f CP SEE SHEET 173 FOR TRAIL OVERLOOK ENLARGEMENT W Z J U Q NO DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 167 DESIGNED 'DP � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED MILITARY TRAIL erlty neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride a,',,,,,p St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 a'a \ 0 25' 50' MILITARY TRAIL \ \ \ INP. R/W � — — LLJ — — — — — — — — — — — — — — LU — Z J J I III 1111111 I I I III I I I zz Gj � 1113111 1 11 11 11 11 11 11 I I I 23 24 25 26 27 I I I I I 1 1 1 1 1 1 1 1 1 BI,1 1 1 1 1 1 1 1 1 1 1111-71 I I I I I I I I I, 1 1 1 1 1 I, 1 1 1 1 1,I,1�1�1111�1,1,1�1�1111,1,1�1�1�1111,1,1�1�1�11�1,1,1�1�1111�1,1�1�1�1111,1,1�1�1�1111,1,1�1�1�11�1,I,1�1�1111�1,1�1�1�1111,1,1�1�1�1111,1,1,1. 1 W Z J INP. R/W ------------- L-------------J MILITARY TRAIL INP. R/W 0 25' 50' I I I I IIIII I I II 111 IIIII 32 j 11111111 1111111111111 1II 11 ��11111 11 1111111 1111111 I I I I 1 1 1 1 1 I I I I I 1111111111 I I I I I1111111111111111 I I I I I111111111111111111 I I I I111111111 3311111 1 1 1 1 1 1 1111111111 1111111 11111111111 11111111111 1111 11111111111 1 1 1 = IIII T. 1111111 O INP. R/W — — — — — — — — — — — — — — O NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 168 Desi�NPD 'DP � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erlty neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 LEGEND ® WALK SPECIAL BIT. PAVEMENT - (CV) CLASS SCING ®6" CONCRETE WALK ® BIT. OVERLAY AGG. BASE (CV) CLASS S 6" CONCRETE WALK SPECIAL © BIT. TRAIL PAVEMENT 6" CONC. DRIVE ®BIT. PATCH PAVEMENT SPECIAL 0 25' 50' I I I I IIIII I I II 111 IIIII 32 j 11111111 1111111111111 1II 11 ��11111 11 1111111 1111111 I I I I 1 1 1 1 1 I I I I I 1111111111 I I I I I1111111111111111 I I I I I111111111111111111 I I I I111111111 3311111 1 1 1 1 1 1 1111111111 1111111 11111111111 11111111111 1111 11111111111 1 1 1 = IIII T. 1111111 O INP. R/W — — — — — — — — — — — — — — O NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 168 Desi�NPD 'DP � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erlty neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 a a? INP. R/W z 111181 11111 1111 17,11111 1111 1 3 111111111111 1�1�1111111111T� 7I I 111111 I I 1 11111 111111 1111 I I U36 1 111111 1111 11111 �� 111 11111111111 1111 111111 T'_111 r1-1 1 I INP. R/W O LEGEND ® WALK SPECIAL BIT. PAVEMENT (CV) CLASS SCING ®CONCRETE WALK W ® BIT. OVERLAY AGG. BASE (CV) CLASS S 0 6" CONCRETE WALK SPECIAL ©BIT. TRAIL PAVEMENT 0 6" CONC. DRIVE PAVEMENT ®BIT. PATCH SPECIAL INP. R/W ������������♦ 47 46 MILITARY TRAIL 4 S MILITARY TRAIL 0 40 y`�2 1111111111111111111111111111111111111111111 I I 41 tt` I I I III I I 1 1 I I I 42 I I I I I I 1 1 1 IIIII I IIIII II 11111111111�1�1�1�1. ><:1 ------- ----_--- z �=`=tea, �z—v�=-----------------------===--=========------------=======—===---------- == �l — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ___ — — -- — — — — — --- -- �rs � 1� x MATCH LINE 25' 50' (��) 7- 0 0 25' 50' NO I DATE I APPR REVISION SURVEY SW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 169 DESIGNED '°` � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 �I I \ I 50' (��) 7- 0 0 25' 50' NO I DATE I APPR REVISION SURVEY SW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 169 DESIGNED '°` � Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 N " a 10, 20' MEDIAN ENLARGEMENT 1 MEDIAN ENLARGEMENT 2 121 BOLLARD (TYP.) EQ. EQ. TY P) (TYP) 4" CONC. WALK 322 122 65TH - EB - BRICK PAVERS (TYP.) 65TH - WB J M N 323 S 1 123 4" CONC. WALK SPECIAL BRICK PAVERS 65TH - WB (TYP.) (TYP.) 324 325 326 BOLLARD (TYP.) 6' 24' 2' 24' 2' 24' 2' a [V % F1. 1+42.0 +68.0 14.6' L 15.9' L 15.7 L d SEE SHEET 310 FOR MEDIAN +90.4 PLANTING DETAILS 14.5' L +16.4 11.9' L +42.4 c- 11.5' L "' 124 t;5 t26 EQ. EQ. ( 65TH - EB TYP) (TYP) 75' 2' 24' 2' 24' 2' 24' N o ia' 20' NO DATE APPR REVISION SURVEY PEW SHED DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 70 DESIGNED JDP CHECKED JED Grove MEDIAN ENLARGEMENT erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride andpro,P St. Paul, MN 55113 PROF. NO. 18038,8 1 —taut—c— SAP 180-110-013, SAP 180-020-013 547 aAa= waw ~opo ao PP a a V Q Q RAVINE - WB RAVINE - EB N 010 20' Zx�q MEDIAN ENLARGEMENT 3 MEDIAN ENLARGEMENT 4 RAVINE PKWY 371 372 373 1 171 1 171 sa 1 171 1 51' MEDIAN ENLARGEMENT 5 RAVINE - WB 0 10' 20' RAVINE PKWY — 384 — RAVINE PKWY RAVINE - EB 0 10' 20'— NO DATE APPR REVISION SURVEY PEW Cottage Stantec CITY OF COTTAGE GROVE MN SHED 7 DRAWN SMV/MAF DESIGNED JDP Grove SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP erneer "here 2335 Highway36W MEDIAN ENLARGEMENT SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS Pride an6""" St. Paul, MN 55113 —tact—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 oho= waw o ao N 0 10' 20' BOLLARD (TYP.) SS 4" CONC. WALK SPECIAL RAVINE - WB RAVINE PKWY BRICK PAVERS (TYP.) RAVINE - WB (TYP.) c, EQ. EQ. w 387 (TYP.) (TYP.) 389 SS 390 36.91' 2 24' 2' 24' 2' 24' C' >m> w F 23A +99.1 +25.1 23.4' L 23.5' L 23. S' L - - \ +35.7 +61.7 11. S' 11.S L O' a w 24' 12-1 24' 2' 24' 2' 42' 187 189 C a 190 4" CONC. WALK SPECIAL "-' � EQ. EQ. N RAVINE PKWY RAVINE EB RAVINE - EB (TYP') (TYP) (NP) BRICK PAVERS BOLLARD (TYP.) (TYP.) 0 10' 20' MEDIAN ENLARGEMENT 6 MEDIAN ENLARGEMENT 7 MEDIAN ENLARGEMENT 8 MEDIAN ENLARGEMENT 9 RAVINE - WB RAVINE - WB RAVINE PKWY 419 z BRICK PAVERS C (TYP.) m 4" CONC. WALK SPECIAL EQ. EQ. BOLLARD (NP.) (TYP.) 48.55' 2' 24' 2' 24' 2' 24' 416 (NPJ23.5' ) 417 w d N K23;5'�= .2 .2 L +05.4 +31.4 +57.4 11.5'L 11.5'L 12.2'L +71.2 if N� dm 221 2' 24' 2' 24' 2' 24' 2' 46.63' 4" CONC. WALK SPECIAL d EQ. EQ. BRICK PAVERS RAVINE - EB (TYP.) BOLLARD (NP.) (TYP.) (TYP.) (TYP.) 219 N RAVINE PKWY RAVINE - EB N (k (k 0 10' 20' 0 10' 20' NO DATE APPR REVISION SURVEY PBW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 72 DESIGNED JDP CHECKED SDP GiOe MEDIAN ENLARGMENT ery neer 2335 Highway36W SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS here Pride an6""" St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 Q OF 'A' waw o MEDIAN ENLARGEMENT 10 TRAIL OVERLOOK ENLARGEMENT 1 LIMESTONE BOULDERS, — AS SPECIFIED CUT LIMESTONE SLAB, AS SPECIFIED CUT LIMESTONE SLAB SEE B/299 BRICK PAVERS, AS SPECIFIED STEEL EDGER, AS SPECIFIED WABASH VALLEY BENCH, AS SPECIFIED 6" CONCRETE WALK SPECIAL 1 SEE SHEET 300 WABASH VALLEY BENCH, AS SPECIFIED. SEE PLATE NO. SPECIAL -2 PLANTING AREA, SEE PLANTING PLAN WASTE RECEPTACLE, AS SPECIFIED N (k 0 10' 20' MILITARY TRAIL TRAIL OVERLOOK ENLARGEMENT 2 PLANTING AREA, SEE PLANTING PLAN LIMESTONE BOULDERS, AS SPECIFIED MILITARY TRAIL N () 10' 20' 0 426 N (k 0 10' 20' O X 8" WIDE R16" 6" CONCRETE RIBBON CURB NO DATE APPR REVISION SURVEY PEW SHED DRAWN SMV/MAF CITY OF COTTAGE GROVE MN DESIGNED JDP Cottage Stantec SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 173 CHECKED SDP Grove MEDIAN ENLARGMENT erneer 2335 Highway36W SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here Pride an6""" St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 •� •RF.• ASSPECIFIED BRICK PAVERS,• CUT LIMESTONE SLAB SEE B/299 : :BENCH, • SII H VALLEY AS SPECIFITTI STEEL EDGER, AS SPECIFIED 8" WIDE 6" CONCRETE RIBBON CURB LIMESTONE BOULDERS, AS SPECIFIED MILITARY TRAIL N () 10' 20' 0 426 N (k 0 10' 20' O X 8" WIDE R16" 6" CONCRETE RIBBON CURB NO DATE APPR REVISION SURVEY PEW SHED DRAWN SMV/MAF CITY OF COTTAGE GROVE MN DESIGNED JDP Cottage Stantec SURFACING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 173 CHECKED SDP Grove MEDIAN ENLARGMENT erneer 2335 Highway36W SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here Pride an6""" St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 'A' 0 0 11 1 \I 1 11 1 II 1 II I II I II I II I II I II I II I II I II I II I O ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE STANDARD PLAN 5-297.250 SHEET 63 FOR CURB LINE REINFORCEMENT DETAIL. RECTANGULAR RADIAL rlW 0000000 MO p 99 100 101 PEDESTRIAN RAMPS 2531 CURB D W R INTERSECTION CORNER RADIUS TRUNCATED CURB RAMP LOCATION DOMES DESIGN FEET SQ FT FEET FEET FEET HINTON AVE/65TH ST SE 50 32.0 RADIAL 2.0 16.0 35.0 65TH - EB CP 1 X:470070.95 Y:139888.68 6" 2:932.04 CP2 X:470059.37 Y:139876.45 0 o O Z:932.09 6"/ I II II I / 1/ III III I/I I II II I 111 III III Ilr III III III I II III III I II III III III III III III w III I 9.5' I N III a III � ; III III o III I I iii III � III I I III Z III I I III III = III I I I I I III 11 I I I 0 10' 20' I II III ILL! NO I DATE I APPR REVISION SURVEY PEW SHEET CITY OF COTTAGE GROVE MN DRAWN SMV/MAF / Cottage Stantec ADA PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 174 DESIGNED JDP CHECKED iDP Grove HINTON AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °` APPROVED DRs "here pride an,QrosP St. Paul, MN 55113 PROF. NO 198038,8 staRta .� m SAP 180-110-013, SAP 180-020-013 547 LEGEND O O TRUNCATED DOMES O O O O (SEE STANDARD PLATE 7038) ® LANDING AREA - 4'X 4' MIN. DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS CP # CONTROL POINT (IN FLOWLINE) X" CURB HEIGHT INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% F DRAINAGE FLOW ARROW ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE STANDARD PLAN 5-297.250 SHEET 63 FOR CURB LINE REINFORCEMENT DETAIL. RECTANGULAR RADIAL rlW 0000000 MO p 99 100 101 PEDESTRIAN RAMPS 2531 CURB D W R INTERSECTION CORNER RADIUS TRUNCATED CURB RAMP LOCATION DOMES DESIGN FEET SQ FT FEET FEET FEET HINTON AVE/65TH ST SE 50 32.0 RADIAL 2.0 16.0 35.0 65TH - EB CP 1 X:470070.95 Y:139888.68 6" 2:932.04 CP2 X:470059.37 Y:139876.45 0 o O Z:932.09 6"/ I II II I / 1/ III III I/I I II II I 111 III III Ilr III III III I II III III I II III III III III III III w III I 9.5' I N III a III � ; III III o III I I iii III � III I I III Z III I I III III = III I I I I I III 11 I I I 0 10' 20' I II III ILL! NO I DATE I APPR REVISION SURVEY PEW SHEET CITY OF COTTAGE GROVE MN DRAWN SMV/MAF / Cottage Stantec ADA PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 174 DESIGNED JDP CHECKED iDP Grove HINTON AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °` APPROVED DRs "here pride an,QrosP St. Paul, MN 55113 PROF. NO 198038,8 staRta .� m SAP 180-110-013, SAP 180-020-013 547 'A' 0 0 INP. R/W 112 65TH ST �o INP. R/W 0 0 0 0 0 312 6" �III� 6" :P7 3.08 ).16 5.31 i m 06 CP 8 349.96 )82.11 )85.17 65TH - WB 313 j 113 65TH - EB CP3 X:471297.71 Y:139895.50 Z:983.57 CP4 X:471308.33 Y:139887.14 Z:983.79 Q a 0 114 LEGEND ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE O O TRUNCATED DOMES RECTANGULAR O O O O (SEE STANDARD PLATE 7038) ® LANDING AREA - 4'X 4' MIN. DIMENSIONS R AND MAX 2.0% SLOPE IN ALL DIRECTIONS CP # CONTROL POINT (IN FLOWLINE) X" CURB HEIGHT FEET INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN NW THE DIRECTION SHOWN AND CROSS SLOPE SHALL 15.0 NOT EXCEED 2.0% 2.0 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE N/A GREATER THAN 2.0% AND LESS THAN 5.0% IN 30 15.0 THE DIRECTION SHOWN AND CROSS SLOPE SHALL 2.0 7.5 NOT EXCEED 2.0% F DRAINAGE FLOW ARROW ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE STANDARD PLAN 5-297.250 SHEET 63 FOR CURB LINE REINFORCEMENT DETAIL. RECTANGULAR RADIAL CURB RAMP DESIGN rlW W R 0000000 MO p PEDESTRIAN RAMPS INTERSECTION CORNER LOCATION CURB RADIUS 2531 CURB RAMP DESIGN D W R TRUNCATED DOMES FEET SQ FT FEET FEET FEET IDEAL AVE/ 65TH ST NW 30 15.0 RECTANGULAR 2.0 7.5 N/A NE 30 15.0 RECTANGULAR 2.0 7.5 N/A SE 30 15.0 RECTANGULAR 2.0 7.5 N/A SW 30 25.0 RADIAL 2.0 12.7 35.0 N (k 0 10* 20 - NO DATE I APPR REVISION SURVEY NEW SHEET DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec ADA PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 175 DESIGNED JDP CHECKED SDP Grove IDEAL AVENUE ericy neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 198038,8 .�taRta .a m SAP 180-110-013, SAP 180-020-013 547 aAa 0 0 CP 12 6" X:472329.29 Y:140014.64 Z:978.58 X:472: / I —L O O CP 11 Y:1 Z�` Z:1 O O O O X:472328.45 ® 6" Y:140006.64 0�0 0000 AND MAX 2.0% SLOPE IN ALL DIRECTIONS Z:978.46 65TH - WB 322 122 65TH ST M N 323 g I s 1 123 " ►t 65TH - EB CP 15 X:472316.23 124 ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE LEGEND O O TRUNCATED DOMES RADIAL O O O O (SEE STANDARD PLATE 7038) ® LANDING AREA - 4'X 4' MIN. DIMENSIONS 0�0 0000 AND MAX 2.0% SLOPE IN ALL DIRECTIONS CP # CONTROL POINT (IN FLOWLINE) X" CURB HEIGHT IDSEN AVE/ 65TH ST INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN 30 THE DIRECTION SHOWN AND CROSS SLOPE SHALL RECTANGULAR NOT EXCEED 2.0% 7.5 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE NE GREATER THAN 2.0% AND LESS THAN 5.0% IN 15.0 RECTANGULAR THE DIRECTION SHOWN AND CROSS SLOPE SHALL 7.5 N/A NOT EXCEED 2.0% F DRAINAGE FLOW ARROW ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE STANDARD PLAN 5-297.250 SHEET 63 FOR CURB LINE REINFORCEMENT DETAIL. RECTANGULAR RADIAL CURB RAMP DESIGN rlW W R 0�0 0000 M0 0 PEDESTRIAN RAMPS INTERSECTION CORNER LOCATION CURB RADIUS 2531 CURB RAMP DESIGN D W R TRUNCATED DOMES FEET SQ FT FEET FEET FEET IDSEN AVE/ 65TH ST NW 30 15.0 RECTANGULAR 2.0 7.5 N/A NE 30 15.0 RECTANGULAR 2.0 7.5 N/A SE 30 15.0 RECTANGULAR 2.0 7.5 N/A SW 30 24.0 RADIAL 2.0 12.4 35.0 -V d INP. R/W z n o N o ,o• 20 - NO DATE APPR REVISION SURVEY PEW SHED DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec ADA PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 176 DESIGNED JDP CHECKED SDP Grove DSEN AVENUE ericy Meet 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "h@fe pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878—.stant—c— SAP 180-110-013, SAP 180-020-013 547 o�.< hQ�Q a a 3Fa 0 0 I II II I I I I I II, I I II L ---- I I PROP. R/W _326 INP. R/W 7 REVISION t� 65TH - WB 126 F 65TH ST F 20 l SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 65TH - EB CP 19 X:472658.78 6"//—Y: 139900.93 CP 21 6 Z:985.16 X:472705.69 Y:139898.79 CP 20 Z:985.69 o X:472667.34 CP 22 Y:139890.73 X:472703.14 Z:985.33 Y:139890.77 6„ Z:985.58 6„ x III III a o III � III III III III III Cottage � Grove here pride and PrOSperity Meet I I I I I ---------- ------- ----1 I ------- I I _ I— 327 127 1 ® Stantec 2335 Highway 36 W St. Paul, MN 55113 -tante .o m 0 LEGEND ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE O O TRUNCATED DOMES RECTANGULAR O O O O (SEE STANDARD PLATE 7038) ® LANDING AREA - 4'X 4' MIN. DIMENSIONS R AND MAX 2.0% SLOPE IN ALL DIRECTIONS CP # CONTROL POINT (IN FLOWLINE) X" CURB HEIGHT FEET INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN SW THE DIRECTION SHOWN AND CROSS SLOPE SHALL 24.0 NOT EXCEED 2.0% 2.0 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE 35.0 GREATER THAN 2.0% AND LESS THAN 5.0% IN 30 15.0 THE DIRECTION SHOWN AND CROSS SLOPE SHALL 2.0 7.5 NOT EXCEED 2.0% F DRAINAGE FLOW ARROW ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE STANDARD PLAN 5-297.250 SHEET 63 FOR CURB LINE REINFORCEMENT DETAIL. RECTANGULAR RADIAL CURB RAMP DESIGN rlW W R 0000000 M0 p PEDESTRIAN RAMPS INTERSECTION CORNER LOCATION CURB RADIUS 2531 CURB RAMP DESIGN D W R TRUNCATED DOMES FEET SQ FIE FEET FEET FEET INNSDALE AVE/ 65TH ST SW 30 24.0 RADIAL 2.0 12.5 35.0 SE 30 15.0 RECTANGULAR 2.0 7.5 N/A N (k 0 10' 20' CITY OF COTTAGE GROVE, MN ADA PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 177 INNSDALE AVENUE SAP 180-121-001, SAP 180-123-001 O1 SAP 180-110-013, SAP 180-020-013 547 II -I-I-IIIIIIII I I� �I II II II II II II II II II II II II II Ij II II II I �I II II II II II ->>->>-TI II li JAMAICA - SB II II II II it II II II II I II II II II Ij II II II I Ij II II II II II II II II Q CP.54 \' X:476659.94 Y:140752.34 Z:931.27 CP 55 X:476669.36_/ Y:140742.08 Z:931.05 RAVINE - WB PROP. R/W /- 6" o o - O O TRUNCATED DOMES RECTANGULAR CP 56 (SEE STANDARD PLATE 7038) X:476682.42 6 LANDING AREA - 4'X 4' MIN. DIMENSIONS Y:140733.50 <� Z:931.18 CONTROL POINT (IN FLOWLINE) CP 57 CURB HEIGHT X:476690.38 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN Y:140730.33 THE DIRECTION SHOWN AND CROSS SLOPE SHALL Z:931.32 NOT EXCEED 2.0% RAVINE - EB CP 53 X:476689.36 Y:140656.29 CP 52 Z:931.35 X:476681.31 Y:140652.56 Z:931.21 RAVINE PKWY 371 6" LEGEND ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE O O TRUNCATED DOMES RECTANGULAR O O O O (SEE STANDARD PLATE 7038) ® LANDING AREA - 4'X 4' MIN. DIMENSIONS R AND MAX 2.0% SLOPE IN ALL DIRECTIONS CP # CONTROL POINT (IN FLOWLINE) X" CURB HEIGHT FEET INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN NE -W THE DIRECTION SHOWN AND CROSS SLOPE SHALL 25.0 NOT EXCEED 2.0% 2.0 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE 35.0 GREATER THAN 2.0% AND LESS THAN 5.0% IN 60 15.0 THE DIRECTION SHOWN AND CROSS SLOPE SHALL 2.0 7.5 NOT EXCEED 2.0% F DRAINAGE FLOW ARROW ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE STANDARD PLAN 5-297.250 SHEET 63 FOR CURB LINE REINFORCEMENT DETAIL. RECTANGULAR RADIAL CURB RAMP DESIGN nw W R 0000000 MO p PEDESTRIAN RAMPS INTERSECTION CORNER LOCATION CURB RADIUS 2531 CURB RAMP DESIGN D W R TRUNCATED DOMES FEET SQ FT FEET FEET FEET JAMAICAAVE/ RAVINE PKWY NE -W 60 25.0 RADIAL 2.0 12.9 35.0 NE -S 60 15.0 RECTANGULAR 2.0 7.5 N/A SE -W 60 25.0 RADIAL 2.0 12.7 35.0 SE -N 60 15.0 RECTANGULAR 2.0 7.5 N/A JAMAICA - NB CP 51 X:476672.28 4 Y:140646.40 4 2:931.05 CP 50 cal._ X:476662.99 Y:140636.80 Z:930.94 I 6„ I I 8. I I I I I I I -N I I PROP. R/W I I I I 0 10' 20' I NO DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec ADA PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 178 DESIGNED JDP CHECKED SDP Grove JAMAICA AVENUE ericy neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 'A' 0 0 PROP. R/W M� 6„ / RAVINE PKWy RAVINE - WB EI 0 6" CP62 I X:477621.86) CP 63 Y:140007.92 X:477626.84 Z:936.13 Y:140004.50 Z:936.06 N RAVINE - EB 183 - CP 64 FyX 77569.62 39945.98 Z:936.53 CP 65 X:477562.22 6„ Y:139946.99 CP 69 Z:936.45 X:477518.20 /_Y:139971.87 4^ Z:936.39 ✓ 0 CP 66 4„/ aoo S ZX:477548.25 Y:139943.71 CP 68 � Z::936.2828 X:477517.11 Y:139958.73 I o Z:936.21 CP 67 X:477541.36 Y:139938 87 (6--� 6 „ I Z:936.19 1 - PROP. R/W LEGEND O O TRUNCATED DOMES O O O O (SEE STANDARD PLATE 7038) ® LANDING AREA - 4'X 4' MIN. DIMENSIONS rlW AND MAX 2.0% SLOPE IN ALL DIRECTIONS CP # CONTROL POINT (IN FLOWLINE) X" CURB HEIGHT FEET INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN FEET THE DIRECTION SHOWN AND CROSS SLOPE SHALL N NOT EXCEED 2.0% 11.0 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE 2.0 GREATER THAN 2.0% AND LESS THAN 5.0% IN N/A SE -N THE DIRECTION SHOWN AND CROSS SLOPE SHALL 11.0 RECTANGULAR NOT EXCEED 2.0% F DRAINAGE FLOW ARROW ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE STANDARD PLAN 5-297.250 SHEET 63 FOR CURB LINE REINFORCEMENT DETAIL. RECTANGULAR RADIAL CURB RAMP DESIGN rlW W R 0000000 MO p PEDESTRIAN RAMPS INTERSECTION CORNER LOCATION CURB RADIUS 2531 CURB RAMP DESIGN D W R TRUNCATED DOMES FEET SQ FT FEET FEET FEET KINGSTON FIELD/ RAVINE PKWY N N/A 11.0 RECTANGULAR 2.0 5.5 N/A SE -N 30 11.0 RECTANGULAR 2.0 5.5 N/A SE -W 30 15.0 RECTANGULAR 2.0 7.5 N/A SW 30 24.0 RADIAL 2.0 12.4 35.0 Z� 0 10' 20' NO DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec ADA PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 179 DESIGNED JDP CHECKED SDP Grove KINGSTON FIELD ericy neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 wwwstaatl.�m SAP 180-110-013, SAP 180-020-013 547 ---------------------- INP. R/W m bo CP 70 X:478035.29 Y:139902.68 Z:925.94 CP 81- 78034.25 39823. Z:9 68 25.78 fi' bo CP 73 6" X:478065.13 ^Y:139926.96 CP 74 Z:924.05 X:478096.82o Y:139926.36 0. Z:923.53 0. CP 72 X:478062.38 CP 75 Y:139918.99 X:478105.04 Z:924.20 Y:139916.10 6" Z:923.36 CP 71 X:478041.30 Y:139903.20 Z:925.84 RAVINE PKWY 388 _ RAVINE - WB RAVINE - EB 188 CP 80 X:478040.25 �Y:139823.00 2:925.68 CP 79 X:478052.60 k6" Y:139817.12 :924.85 CP 76 6" X:478095.27 Y:139814.22 2:923.53CP 78}Ln lo X:478060.83 CP 77 Enm lY:139806.85X:478092.52 flitZ:924.67 Y:139806.25 2:923.64 6.. LEGEND O O TRUNCATED DOMES RADIAL O O O O (SEE STANDARD PLATE 7038) ® LANDING AREA - 4'X 4' MIN. DIMENSIONS ►t AND MAX 2.0% SLOPE IN ALL DIRECTIONS CP # CONTROL POINT (IN FLOWLINE) X" 389 JEFFERY/ RAVINE PKWY INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN 30 THE DIRECTION SHOWN AND CROSS SLOPE SHALL RECTANGULAR NOT EXCEED 2.0% 7.5 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE NW -S RAVINE - EB 188 CP 80 X:478040.25 �Y:139823.00 2:925.68 CP 79 X:478052.60 k6" Y:139817.12 :924.85 CP 76 6" X:478095.27 Y:139814.22 2:923.53CP 78}Ln lo X:478060.83 CP 77 Enm lY:139806.85X:478092.52 flitZ:924.67 Y:139806.25 2:923.64 6.. ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE LEGEND O O TRUNCATED DOMES RADIAL O O O O (SEE STANDARD PLATE 7038) ® LANDING AREA - 4'X 4' MIN. DIMENSIONS 0000000 AND MAX 2.0% SLOPE IN ALL DIRECTIONS CP # CONTROL POINT (IN FLOWLINE) X" CURB HEIGHT JEFFERY/ RAVINE PKWY INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN 30 THE DIRECTION SHOWN AND CROSS SLOPE SHALL RECTANGULAR NOT EXCEED 2.0% 7.5 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE NW -S GREATER THAN 2.0% AND LESS THAN 5.0% IN 11.0 RECTANGULAR THE DIRECTION SHOWN AND CROSS SLOPE SHALL 5.5 N/A NOT EXCEED 2.0% F DRAINAGE FLOW ARROW ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE STANDARD PLAN 5-297.250 SHEET 63 FOR CURB LINE REINFORCEMENT DETAIL. RECTANGULAR RADIAL CURB RAMP DESIGN rlW W R 0000000 MO p PEDESTRIAN RAMPS INTERSECTION CORNER LOCATION CURB RADIUS 2531 CURB RAMP DESIGN D W R TRUNCATED DOMES FEET SQ FIE FEET FEET FEET JEFFERY/ RAVINE PKWY NW -E 30 15.0 RECTANGULAR 2.0 7.5 N/A NW -S 30 11.0 RECTANGULAR 2.0 5.5 N/A NE 30 24.0 RADIAL 2.0 12.4 35.0 SE 30 15.0 RECTANGULAR 2.0 7.5 N/A SW -N 30 11.0 RECTANGULAR 2.0 5.5 N/A SW -E 30 24.0 RADIAL 2.0 12.4 35.0 � N INP.- > 0 10' 20' "° DATE APPR REVISIONSURVEY PEW CITY OF COTTAGE GROVE MN DRAWN SMU/MAF DESIGNED JDP Cottage Stantec ADA PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 180 CHECKED SDP Grove JEFFERY AVENUE ericy Meet 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS �h@fe pride and �,��� St. Paul, VN 55113 PROF. NO. 19803878-.sta'ta .a m SAP 180-110-013, SAP 180-020-013 547 'A' 0 0 ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE LEGEND O O TRUNCATED DOMES RADIAL O O O O (SEE STANDARD PLATE 7038) ® LANDING AREA - 4'X 4' MIN. DIMENSIONS 0000000 AND MAX 2.0% SLOPE IN ALL DIRECTIONS CP # CONTROL POINT (IN FLOWLINE) X" CURB HEIGHT MILITARY TRAIL NORTH/RAVINE PKWY INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN N/A THE DIRECTION SHOWN AND CROSS SLOPE SHALL RECTANGULAR NOT EXCEED 2.0% 7.5 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE S GREATER THAN 2.0% AND LESS THAN 5.0% IN 15.0 RECTANGULAR THE DIRECTION SHOWN AND CROSS SLOPE SHALL 7.5 N/A NOT EXCEED 2.0% F DRAINAGE FLOW ARROW ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE STANDARD PLAN 5-297.250 SHEET 63 FOR CURB LINE REINFORCEMENT DETAIL. RECTANGULAR RADIAL CURB RAMP DESIGN rlW W R 0000000 MO p PEDESTRIAN RAMPS INTERSECTION CORNER LOCATION CURB RADIUS 2531 CURB RAMP DESIGN D W R TRUNCATED DOMES FEET SQ FIE FEET FEET FEET MILITARY TRAIL NORTH/RAVINE PKWY N N/A 15.0 RECTANGULAR 2.0 7.5 N/A S N/A 15.0 RECTANGULAR 2.0 7.5 N/A PEDESTRIAN RAMPS INTERSECTION CORNER LOCATION CURB RADIUS 2531 CURB RAMP DESIGN D W R TRUNCATED DOMES FEET SQ FIE FEET FEET FEET MILITARY TRAIL SOUTH/RAVINE PKWY N N/A 15.0 RECTANGULAR 2.0 7.5 N/A S N/A 15.0 RECTANGULAR 2.0 7.5 N/A PEDESTRIAN RAMPS INTERSECTION CORNER LOCATION N/A 2531 RECTANGULAR D W R TRUNCATED DOMES FEET SQ FIE FEET FEET FEET MILITARY TRAIL/ CUL-DE-SAC N N/A 15.0 RECTANGULAR 2.0 7.5 N/A NO DATE I APPR REVISION SURVEY NEW SHEET DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec ADA PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 181 DESIGNED JDP CHECKED SDP Grove MILITARY TRAIL ericy neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 198038,8 WstaRta .a m SAP 180-110-013, SAP 180-020-013 547 9 6" 76"AOOCP 106 X:480923.68 9 Y:140186.32 Y:140186.24 Z:913.69 Z:913.75 417 RAVINE PKWY CP 108 X:480922.65 Y: 140107.32 Z:913.65 6" ------------- b-I CP 95 6„ X:480959.15 6^ Y:140210.53 Z:913.82 CP 96 V) o" X:480986.93 Y:140209.98 CP 94 Z:913.85 R X:480956.40 ` 6^ Y:140202.56 CP 97 Z Z:913.90 X:480995.14 Y:140199.72 Z:914.02 RAVINE WB 418 RAVINE - EB 220 CP 109 X:480928.64 /-Y:140106.99Z:913.70 4" CP 101 X:480943.14 CP 98 4" Y:140100.71 X:480985.95 Z:913.81 Y:140097.81 6" Z:913.89 -- ----- CP 100 CP 99 tn ° X:480951.35 X:480983.21 Y:140090.45 V Y:140089.84 °° Z:913.71 Z:913.77 6 w 6" l a REVISION SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 --------------------- M 4 Cottage ® Stantec Grove (G ,,,pelitY Meet 2335 Highway 36 W here Pride dndP St. Paul, VN 55113 -tante .o m ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE LEGEND O O TRUNCATED DOMES RADIAL O O O O (SEE STANDARD PLATE 7038) ® LANDING AREA - 4'X 4' MIN. DIMENSIONS 0000000 AND MAX 2.0% SLOPE IN ALL DIRECTIONS CP # CONTROL POINT (IN FLOWLINE) X" CURB HEIGHT JOLIET/ RAVINE PKWY INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN 30 THE DIRECTION SHOWN AND CROSS SLOPE SHALL RECTANGULAR NOT EXCEED 2.0% 7.5 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE NW -S GREATER THAN 2.0% AND LESS THAN 5.0% IN 11.0 RECTANGULAR THE DIRECTION SHOWN AND CROSS SLOPE SHALL 5.5 N/A NOT EXCEED 2.0% F DRAINAGE FLOW ARROW ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE STANDARD PLAN 5-297.250 SHEET 63 FOR CURB LINE REINFORCEMENT DETAIL. RECTANGULAR RADIAL CURB RAMP DESIGN rlW W R 0000000 p 10 PEDESTRIAN RAMPS INTERSECTION CORNER LOCATION CURB RADIUS 2531 CURB RAMP DESIGN D W R TRUNCATED DOMES FEET SQ FIE FEET FEET FEET JOLIET/ RAVINE PKWY NW -E 30 15.0 RECTANGULAR 2.0 7.5 N/A NW -S 30 11.0 RECTANGULAR 2.0 5.5 N/A NE 30 25.0 RADIAL 2.0 12.4 35.0 SE 30 15.0 RECTANGULAR 2.0 7.5 N/A SW -N 30 11.0 RECTANGULAR 2.0 5.5 N/A SW -E 30 25.0 RADIAL 2.0 12.4 35.0 N (k 0 10* 20 - CITY OF COTTAGE GROVE, MN s"EEF ADA PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 182 JOLIET AVENUE SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 'A' 0 0 RAVINE PKWY P 6" CP 105 _X:481813.95 Y:140186.03 Z:914.46 rn o- 4 3 KEATS RAVINE WB 2:914.59 426 RAVINE - EB Z CP 111 CP 110 DATE APPR REVISION SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 1938038]8 Cottage � Grove here pride and PrOSperity Meet 1 x ® Stantec 2335 Highway 36 W St. Paul, MN 55113 -.'tante .o m LEGEND O O TRUNCATED DOMES O O O O (SEE STANDARD PLATE 7038) ® LANDING AREA - 4'X 4' MIN. DIMENSIONS rlW AND MAX 2.0% SLOPE IN ALL DIRECTIONS CP # CONTROL POINT (IN FLOWLINE) X" CURB HEIGHT FEET INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN KEATS AVE/ RAVINE PKWY THE DIRECTION SHOWN AND CROSS SLOPE SHALL 60 NOT EXCEED 2.0% RADIAL INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE 13.0 GREATER THAN 2.0% AND LESS THAN 5.0% IN NW -S 60 THE DIRECTION SHOWN AND CROSS SLOPE SHALL RECTANGULAR 2.0 NOT EXCEED 2.0% F DRAINAGE FLOW ARROW ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE STANDARD PLAN 5-297.250 SHEET 63 FOR CURB LINE REINFORCEMENT DETAIL. RECTANGULAR RADIAL D rlW R TRUNCATED DOMES 0000000 M0 p INTERSECTION CORNER LOCATION CURB RADIUS 2531 CURB RAMP DESIGN D W R TRUNCATED DOMES FEET SQ FT FEET FEET FEET KEATS AVE/ RAVINE PKWY NW -E 60 26.0 RADIAL 2.0 13.0 35.0 NW -S 60 15.0 RECTANGULAR 2.0 7.5 N/A SW -N 60 15.0 RECTANGULAR 2.0 7.5 N/A SW -E 60 26.0 RADIAL 2.0 13.0 35.0 N (k 0 10* 20 - CITY OF COTTAGE GROVE, MN F"EH ADA PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 183 KEATS AVENUE SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 aAa= waw o I I I 986.71 sl 986.71 1005 1 985.72 9 v .004 385.11 z 9 91 61 I II I 'iosz 0 0 - 0 10• 20' 1038 983.97 1P 1039 983.69 1 984.08 a a 1041 1040 983.81 983.99 I I II II I I I l POINT DATA 1 ELEVATION 1015 ---985.15_, 1012 EASTING 1002 984.20 983.294 9884.4. 75 471286.55 985.08 985.52 <� 1001 139951.66 471298.92 1002 65TH - WB 1000 / 983'83. 76 1016 1017 139967.26 1018 1019 t� 983.29 984.03 984.69 1005 985.32 985.86 140004.51 471318.26 1006 986.136 140004.29 471334.55 1007 • 140004.12 471346.61 1008 985.492 139993.33 471346.46 1009 1020 1021 313 1022 984.817 1023 1024 963.52 984.27 985.147 984.931-985.55 471364.74 986.10 65TH ST 139961.39 471378.06 1013 985.130 1025 1026 113 1027 984.746 1028 1029 983.76- 984.50- 985.078 985.16 471358.24 - 985.79 986.33 65TH - EB 139948.68 471310.10 1017 984.692 139948.76 1030 1031 985.317 1032 471358.10 1033 1034 983.37 984.26 471382.11 984.92 983.524 985.54 986.09 471285.95 1021 984.267 139936.68 1046 F 1022 984.926 139936.75 471333.31 -985.90 985.553 139936.83 471357.96 1024 1045 139936.90 471381.96 1025 983.759 985.47 t 1035 104. 984.501 1048 471309.81 471332.98 983.12 1036 984.02 984.450 984.68 471332.92 1044 984.86 983.68 1037 M 471318.60 1043, 984.50 1051 986.905 140035.76 471335.13 983.82 1049 140035.60 471347.06 984.45 / 0 0 - 0 10• 20' 1038 983.97 1P 1039 983.69 1 984.08 a a 1041 1040 983.81 983.99 I I II II I I I l NOTES: EOP = EDGE OF PAVEMENT LOC = LIP OF CURB RAD PT = RADIUS POINT LP = LOW POINT HP = HIGH POINT SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB RAMP DETAILS. SURFACE FLOW ARROW F NO I DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 184 DESIGNED 'DP � Grove INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED IDEAL AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS �h@re pride and""" St. Paul, MN 55113 PROF. NO. 19803878 staat�.�m SAP 180-110-013, SAP 180-020-013 547 POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 1000 983.294 139949.11 471286.55 1001 983.757 139951.66 471298.92 1002 984.198 139958.24 471308.67 1003 984.612 139967.26 471315.03 1004 985.114 139980.27 471318.00 1005 985.717 140004.51 471318.26 1006 986.136 140004.29 471334.55 1007 985.808 140004.12 471346.61 1008 985.492 139993.33 471346.46 1009 985.150 139978.50 471349.94 1010 984.817 139971.33 471355.00 1011 985.147 139964.30 471364.74 1012 985.525 139961.39 471378.06 1013 985.130 139972.76 471333.97 1014 984.746 139960.76 471333.75 1015 985.078 139960.83 471358.24 1016 984.032 139948.68 471310.10 1017 984.692 139948.76 471333.53 1018 985.317 139948.83 471358.10 1019 985.861 139948.90 471382.11 1020 983.524 139936.61 471285.95 1021 984.267 139936.68 471309.96 1022 984.926 139936.75 471333.31 1023 985.553 139936.83 471357.96 1024 986.098 139936.90 471381.96 1025 983.759 139924.61 471285.81 1026 984.501 139924.68 471309.81 NOTES: EOP = EDGE OF PAVEMENT LOC = LIP OF CURB RAD PT = RADIUS POINT LP = LOW POINT HP = HIGH POINT SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB RAMP DETAILS. SURFACE FLOW ARROW F NO I DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 184 DESIGNED 'DP � Grove INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED IDEAL AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS �h@re pride and""" St. Paul, MN 55113 PROF. NO. 19803878 staat�.�m SAP 180-110-013, SAP 180-020-013 547 POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 1027 985.159 139924.75 471333.09 1028 985.789 139924.83 471357.82 1029 986.334 139924.90 471381.82 1030 983.374 139912.62 471285.67 1031 984.256 139912.69 471309.67 1032 984.916 139912.76 471333.03 1033 985.545 139912.83 471357.68 1034 986.087 139912.90 471381.68 1035 983.121 139899.85 471284.35 1036 983.678 139896.25 471299.56 1037 983.822 139890.62 471307.21 1038 983.968 139882.67 471312.99 1039 983.694 139867.77 471316.44 1040 983.986 139864.76 471333.10 1041 983.806 139867.73 471345.52 1042 984.079 139877.05 471345.57 1043 984.495 139892.19 471349.54 1044 984.857 139899.24 471354.88 1045 985.472 139905.16 471363.18 1046 985.898 139908.39 471377.14 1047 984.022 139900.69 471309.53 1048 984.678 139900.76 471332.98 1049 984.450 139888.76 471332.92 1050 986.708 140035.99 471318.60 1051 986.905 140035.76 471335.13 1052 986.731 140035.60 471347.06 NOTES: EOP = EDGE OF PAVEMENT LOC = LIP OF CURB RAD PT = RADIUS POINT LP = LOW POINT HP = HIGH POINT SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB RAMP DETAILS. SURFACE FLOW ARROW F NO I DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 184 DESIGNED 'DP � Grove INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED IDEAL AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS �h@re pride and""" St. Paul, MN 55113 PROF. NO. 19803878 staat�.�m SAP 180-110-013, SAP 180-020-013 547 aAa 0 0 I II 1 1506 1 11566 979.96 979.63 ---------------------------------------------------------- 1507 � - - - �PROP. R/W 978.95 1512 979.04 1508 1513 978.58 � 978.58 \\ LP 1514 1515��978.18 1511 978.12 978.19 _978.56 F 977.60 1516 1517 1518 1519 1520 977.65 977.87 978.15 978.48 -978.87 65TH - WB 1521 1522323 1523 1524 979. 324 -977.90 978.12 978.39 978.72 =979.11 •` g 1526 977.64 1528 1529 1530 1531 1532 � • 977.88 978.15 978.48 -979.39 979.57 1527 977.60 1538 S 978.82 1533 1534 1535 1536 1537 977.56 977.67 977.88 978.15 978.48 1539 979.11 65TH - EB 1 65TH ST 1540 1541 123 1542 1543 1544 124 947.90 978.12 978.39 978.72 979.11- ►t 1545 1546 1547 1548 1561 t� 977.66 977.88 978.15 978.48 1560��978.83 978 1559/ t� 1549 1562 1563 978.05 977.41 1550 977.60 977.89 �•� 977.48 POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 1500 977.603 139982.28 472299.52 1501 977.798 139986.68 472315.37 1502 977.959 139991.64 472321.72 1503 978.322 140001.97 472328.51 1504 978.663 140013.96 472330.81 1505 979.680 140039.38 472330.66 1506 979.963 140039.57 472342.16 1507 978.948 140022.15 472355.89 1508 978.517 140009.89 472358.47 1509 977.887 139997.40 472368.17 1510 978.184 139992.92 472376.17 1511 978.562 139990.86 472387.60 1512 979.044 140014.06 472342.43 1513 978.585 140002.06 472342.56 1514 978.125 139990.06 472342.68 1515 978.195 139990.22 472366.68 1516 977.655 139977.74 472294.81 1517 977.875 139977.90 472318.81 1518 978.150 139978.06 472342.81 1519 978.480 139978.22 472366.81 1520 978.865 139978.38 472390.81 1521 977.895 139965.74 472294.93 1522 978.115 139965.90 472318.93 1523 978.390 139966.06 472342.93 1524 978.721 139966.22 472366.93 1525 979.106 139966.38 472390.93 1526 977.640 139957.35 472283.02 1527 977.598 139949.71 472298.01 1528 977.876 139953.90 472319.06 1529 978.151 139954.06 472343.06 1530 978.481 139954.22 472367.06 1531 979.394 139953.89 472393.18 1532 979.571 139953.96 472403.06 1533 977.556 139943.17 472283.17 �•� 977.48 POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 1534 977.669 139943.27 472298.05 1535 977.876 139942.90 472319.17 1536 978.151 139943.06 472343.17 1537 978.482 139943.22 472367.17 1538 978.820 139947.56 472393.22 1539 979.106 139942.25 472403.20 1540 977.896 139930.75 472295.30 1541 978.117 139930.91 472319.30 1542 978.392 139931.06 472343.28 1543 978.723 139931.22 472367.30 1544 979.108 139931.38 472391.30 1545 977.657 139918.75 472295.43 1546 977.877 139918.91 472319.43 1547 978.153 139919.06 472343.43 1548 978.483 139919.22 472367.43 1549 977.407 139906.25 472295.44 1550 977.477 139904.91 472307.13 1551 977.280 139897.22 472320.08 1552 977.148 139889.08 472326.05 1553 976.827 139875.07 472329.48 1554 976.592 139863.05 472329.60 1555 977.019 139863.09 472344.01 1556 976.710 139863.14 472358.71 1557 977.150 139883.16 472358.65 1558 977.589 139900.86 472361.68 1559 978.052 139909.30 472367.53 1560 978.593 139916.62 472378.45 1561 978.833 139918.87 472389.93 1562 977.601 139906.91 472319.55 1563 977.894 139907.07 472343.55 1564 977.611 139895.06 472343.52 1565 977.334 139883.07 472343.80 1566 979.629 140039.65 472355.79 �•� 977.48 1558 HP 977.59 977. 1551 977.28 1564 1 977.61 1552 977.15 1565 1557 977.33 977.15 NOTES: EOP = EDGE OF PAVEMENT -V -1 1553 976.83 I LOC = LIP OF RB RAD PT = RADIUS POINT N LP = LOW POINN T PO INP. R/W a I = HIGH POINT YLS (4) 1 z o SE SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB 1554 1555 1556 I RAMP DETAILS. 10 20 I III 976.59 977.02 11976.71 I SURFACE FLOW ARROW F NO DATE APPR REVISION SURVEY NEW 1 Cottage � Grove here pride and prose erity neer Stantec zags Highway St. Paul, MN 55113 -taut-c- INTERSECTION DETAIL IDSEN AVENUE CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED DRAWN SMV/MAF 185 DESIGNED '°` CHECKED JDP °` APPROVED DRS 547 PROF. NO 18038,8 aAa? wxw o OF OF OF OF OF a uOF su U �o E; oo QEo o°or I I I ------------------------- I I PROP. R/W Mi 2000 2001 984.80 985. -------------------------------- ----------- 2002-- - 2002 2003 986.05 986.68 4 - 65TH - WB 3262004 2005 2006 2007 327 X 985.13 985.76 986.39 -987.010--- 2008 • 984.91 2009 985.39 2010 2011 2012 • 985.52 986.15 986.78 2013 2014 2015 • 985.52 986.15 986.78 12- 2017 2018 2019 2020 8481 -98519 -985.76 98639- - 987.02 12 t� 65TH ST 2021 2022 2023 2024 984.90 985.52 986.15 986.78 65TH - EB N_ F 2025 2037 ^ M I 2038 - 985.97 2039 985.91 i8 5.45 2040 •t 985.85 C7 2029 2030 985.46 985.81 / II I I II II I I II N ii i a> I I I I I I w I I I o I I I II I z I II II I z I II I I I I I I 0 10' 20' I I I I I I I I I I I I NOTES: EOP = EDGE OF PAVEMENT LOC = LIP OF CURB RAD PT = RADIUS POINT LP = LOW POINT HP = HIGH POINT SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB RAMP DETAILS. SURFACE FLOW ARROW F POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 2000 984.799 139984.51 472637.24 2001 985.426 139984.67 472661.24 2002 986.054 139984.83 472685.24 2003 986.681 139984.98 472709.24 2004 985.132 1 139968.01 472637.45 2005 985.759 139968.17 472661.45 2006 986.386 139968.33 472685.45 2007 987.013 139968.49 472709.45 2008 984.915 139963.16 472625.51 2009 985.389 139958.74 472640.24 2010 985.521 139956.17 472661.60 2011 986.148 139956.33 472685.60 2012 986.775 139956.49 472709.60 2013 985.523 139945.17 472661.75 2014 986.150 139945.33 472685.75 2015 986.777 139945.49 472709.75 2016 984.814 139933.43 472625.89 2017 985.193 139933.53 472640.40 2018 985.765 139933.17 472661.90 2019 986.392 139933.33 472685.90 2020 987.019 139933.49 472709.90 NOTES: EOP = EDGE OF PAVEMENT LOC = LIP OF CURB RAD PT = RADIUS POINT LP = LOW POINT HP = HIGH POINT SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB RAMP DETAILS. SURFACE FLOW ARROW F NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 186 DESIGNED '°` � Grove INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP INNSDALE AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878staat°c.30m SAP 180-110-013, SAP 180-020-013 547 POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 2021 984.900 139921.01 472638.05 2022 985.524 139921.03 472662.06 2023 986.154 139921.33 472686.05 2024 986.781 139921.49 472710.05 2025 984.652 1 139908.51 472638.22 2026 985.093 139905.27 472654.59 2027 985.321 139899.46 472662.77 2028 985.450 139888.80 472669.87 2029 985.458 139877.26 472672.15 2030 985.813 139877.40 472686.62 2031 985.509 139877.44 472701.20 2032 985.604 139885.90 472701.22 2033 985.752 139897.44 472703.46 2034 986.190 139907.79 472710.18 2035 986.702 139914.11 472718.92 2036 987.236 139917.28 472731.86 2037 985.318 139909.17 472662.21 2038 985.971 139909.33 472686.21 2039 985.912 139897.33 472686.36 2040 985.852 1 139885.33 472686.52 NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 186 DESIGNED '°` � Grove INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP INNSDALE AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878staat°c.30m SAP 180-110-013, SAP 180-020-013 547 o�.< h=Q= o oho a 3Fa 0 0 N 0 10' 20' II II II II II II II II II II II II II II II II II II II I1 JAMAICA - SB it II II II II II II II II II II II Ij II II II II II II II II II II II II II II II II REVISION 2511 931.99 2513 931.93 0 2515 931.87 2518 932.33 2520 932.27 L� 22 2528 932.16 3 .12 2538 932.06 2542 932.01 2546 931.95 2549 931.89 2552 1 931.63 RAVINE - WB 2521 25222523 931.85 • 931.45 • 931.56 2525 2526 2527 931.81 931.53- 931.79- 2529 2530 931.70 931.47 2534 2535 931.65 931.42 2539 2540 2541 931.60 931.37 931.47 JAMAICA - NB 2543 2544 931.54 931.22 RAVINE - EB J 2547 2548 031.49 931.15 2550 T-931.45- 2551 -931.452551 2 • 931.06 9. I I I 2556 12553 2554 930.93 931.37 931.17 I 2555 930.81 I SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 RAVINE PKWY 371 2531 I 2500 931.91 I I I 931.90 1 2512 I I I I 2507 932.23 a 931.82 2537. I U 932.25 t� 931.686 I a 140779.05 476647.63 I a 2502 931.498 I^ 140762.29 2514 I 2508 932.17 I I 931.75 476659.67 I I 2504 2516 476720.30 2509 932.11 I I I 931.68 2517 I I 2510 931.63 RAVINE - WB 2521 25222523 931.85 • 931.45 • 931.56 2525 2526 2527 931.81 931.53- 931.79- 2529 2530 931.70 931.47 2534 2535 931.65 931.42 2539 2540 2541 931.60 931.37 931.47 JAMAICA - NB 2543 2544 931.54 931.22 RAVINE - EB J 2547 2548 031.49 931.15 2550 T-931.45- 2551 -931.452551 2 • 931.06 9. I I I 2556 12553 2554 930.93 931.37 931.17 I 2555 930.81 I SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 RAVINE PKWY 371 2531 2532 931.91 932.02= ELEVATION NORTHING EASTING 2500 \2536 3 931.89- 476689.81 \` 2537. 140688.88 932.25 t� E� 2560 931.76 2559 � Cottage ® Stantec Grove (G ,,,pelitY Meet 2335 Highway 36 W here Pride dndP St. Paul, MN 55113 -taut-c- NOTES: EOP = EDGE OF PAVEMENT LOC = LIP OF CURB RAD PT = RADIUS POINT LP = LOW POINT HP = HIGH POINT SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB RAMP DETAILS. SURFACE FLOW ARROW F POINT DATA POINT NUMBER POINT NUMBER ELEVATION NORTHING EASTING 2500 931.904 476689.81 140778.67 476640.07 140688.88 2501 931.686 932.115 140779.05 476647.63 2534 2502 931.498 476626.37 140762.29 476652.46 140679.31 2503 931.341 931.885 140750.19 476659.67 2537 2504 930.975 476720.30 140736.25 476674.57 140667.95 2505 931.327 931.598 140730.91 476684.51 2540 2506 931.647 476650.15 140726.02 476707.70 140666.98 2507 931.816 932.006 140762.46 476639.78 2543 2508 931.750 476625.94 140750.46 476639.56 140655.31 2509 931.685 931.270 140738.46 476639.34 2546 2510 931.634 476603.16 140728.96 476639.17 140643.64 2511 931.992 931.149 140762.94 476605.27 2549 2512 932.230 476602.95 140762.77 476617.17 140636.53 2513 931.933 931.061 140750.94 476605.05 2552 2514 932.171 476602.50 140750.77 476616.95 140619.19 2515 931.874 931.170 140738.94 476604.84 2516 932.112 140601.21 140738.78 476616.74 930.932 2517 932.065 2557 140729.30 476616.57 476657.41 2518 932.328 140643.08 140726.94 476604.63 931.453 2519 931.394 2560 140726.30 476651.19 476711.33 2520 932.274 140714.94 476604.42 2521 931.848 140714.63 476626.98 2522 931.446 140714.30 476650.98 2523 931.561 140713.97 476674.98 2524 932.219 140702.95 476604.21 2525 931.805 140702.63 476626.77 2526 931.529 140702.30 476650.77 2527 931.793 140701.97 476674.77 2528 932.165 140690.95 476603.99 2529 931.702 140690.64 476626.56 2530 931.471 140690.31 476650.56 NOTES: EOP = EDGE OF PAVEMENT LOC = LIP OF CURB RAD PT = RADIUS POINT LP = LOW POINT HP = HIGH POINT SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB RAMP DETAILS. SURFACE FLOW ARROW F CITY OF COTTAGE GROVE, MN F"EEF INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 187 JAMAICA AVENUE SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 2531 931.909 140689.26 476689.81 2532 932.019 140688.88 476717.38 2533 932.115 140679.95 476603.80 2534 931.652 140679.64 476626.37 2535 931.418 140679.31 476650.36 2536 931.885 140683.66 476689.73 2537 932.232 140678.50 476720.30 2538 932.061 140667.95 476603.59 2539 931.598 140667.64 476626.16 2540 931.368 140667.31 476650.15 2541 931.473 140666.98 476674.15 2542 932.006 140655.95 476603.38 2543 931.542 140655.64 476625.94 2544 931.225 140655.31 476649.94 2545 931.270 140654.98 476673.94 2546 931.949 140643.95 476603.16 2547 931.487 140643.64 476625.73 2548 931.149 140643.31 476649.73 2549 931.886 140631.96 476602.95 2550 931.454 140636.53 476625.61 2551 931.061 140631.31 476649.52 2552 931.764 140606.24 476602.50 2553 931.374 140619.19 476625.30 2554 931.170 140618.97 476637.17 2555 930.813 140601.21 476648.99 2556 930.932 140621.82 476652.93 2557 930.991 140631.21 476657.41 2558 931.076 140643.08 476666.47 2559 931.453 140657.92 476689.45 2560 931.762 140661.63 476711.33 CITY OF COTTAGE GROVE, MN F"EEF INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 187 JAMAICA AVENUE SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 aAa? o a 0 PROP. R/W M� J� O X3013 3012 935.89 3017 -936.03 3016 936.28 ---w 3000 3002 936.56 937.303001 936.86 ��-937.18 30183022 937.27_ 3019 3020 3021 936.28 • RAVINE PKWY 937.02 936.77 936.53 N RAVINE WB - - 3023 3024 3027 _ �- • -937.49 3025 3026 �+ 936.53 937.25 - 383 937.01- - -936.77 3028 937.4 3035 30333034--------936.06- 936 17--- 1 3030 � 3031 3032 936.31 r 3029 937.01 936.78 936.56 937.14 3042 93.6.27 937.58 3037 3041 \.9306 27- 3036_ 937.44 3038 3039 3040 936.49 • 937.23 936.98 936.74 laz RAVINE - EB _ 3044 I 3048 937.70_ 3045 3046 183 3047 �• 936.74 937.46 937.22- 936.98 3049 3053 937.46 3050 3051 3052 _-----936.51 • 937.22 936.99 936.75 3067 066 936.31 3065-36.52 � 936.63-------! 3054 937.3'r> 3055 3068 3069 x•-937.17 93686 936.75 3056 9370 � 3057 936.43 �1 3070 1 936.51 3058 936.32 071 - - 936. 936.27 3059 3060 935.83 LP -936.08 935.83 PROP. R/W J z O z w Y LL 10' 20' NOTES: EOP = EDGE OF PAVEMENT LOC = LIP OF CURB RAD PT = RADIUS POINT LP = LOW POINT HP = HIGH POINT SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB RAMP DETAILS. SURFACE FLOW ARROW - - POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 3000 937.305 140059.26 477548.98 3001 937.180 140050.65 477557.44 3002 936.864 140036.85 477577.16 3012 936.030 139996.50 477635.84 3013 935.893 139989.30 477646.81 3016 936.559 140023.19 477597.03 3017 936.284 140009.42 477616.75 3018 937.265 140047.16 477554.57 3019 937.023 140030.62 477572.04 3020 936.774 140014.95 477590.22 3021 936.532 140000.14 477609.12 3022 936.282 139986.21 477628.74 3023 937.494 140037.85 477546.92 3024 937.251 140021.34 477564.41 3025 937.013 140005.68 477582.60 3026 936.771 139990.86 477601.49 3027 936.533 139976.90 477621.08 3028 937.469 140041.07 477534.03 3029 937.143 140023.70 477539.46 3030 937.005 140012.05 477556.79 3031 936.784 139996.83 477575.35 3032 936.563 139981.58 477593.88 3033 936.310 139967.58 477613.44 3034 936.175 139960.45 477623.26 3035 936.058 139954.04 477633.37 3036 937.583 140028.92 477524.07 3037 937.436 140018.78 477534.23 3038 937.226 140003.54 477549.81 3039 936.978 139987.89 477568.02 3040 936.736 139973.06 477586.89 3041 936.487 139959.05 477606.44 3042 936.271 139954.93 477619.74 3043 936.268 139944.87 477625.85 3044 937.696 140010.62 477524.57 3045 937.456 139994.28 477542.16 3046 937.218 139978.61 477560.40 NOTES: EOP = EDGE OF PAVEMENT LOC = LIP OF CURB RAD PT = RADIUS POINT LP = LOW POINT HP = HIGH POINT SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB RAMP DETAILS. SURFACE FLOW ARROW - - NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 188 DESIGNED '°` � Grove INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KINGSTON FIELD erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878staat°c.3am SAP 180-110-013, SAP 180-020-013 547 POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 3047 936.976 139963.78 477579.28 3048 936.737 139949.73 477598.80 3049 937.458 140002.07 477516.27 3050 937.221 139985.66 477533.79 3051 936.987 139969.98 477552.02 3052 936.750 139955.03 477570.95 3053 936.513 139940.81 477590.60 3054 937.323 140001.58 477499.06 3055 937.170 139990.40 477510.35 3056 936.704 139978.68 477518.02 3057 936.431 139968.24 477519.99 3058 936.315 139959.08 477518.78 3059 935.832 139945.78 477511.09 3060 936.082 139937.07 477520.05 3061 935.832 139928.36 477529.02 3062 936.245 139938.94 477539.30 3063 936.404 139946.11 477549.88 3064 936.507 139948.37 477559.09 3065 936.627 139947.36 477570.28 3066 936.517 139942.60 477580.24 3067 936.311 139930.70 477597.51 3068 936.861 139977.05 477525.43 3069 936.752 139961.34 477543.63 3070 936.511 139952.71 477535.24 3071 936.270 139944.08 477526.85 NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 188 DESIGNED '°` � Grove INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KINGSTON FIELD erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878staat°c.3am SAP 180-110-013, SAP 180-020-013 547 ---------------- a3Fa? waw o x " "" • JJ1Y 924. 924.68 924.41 /3501 ,/ 925.43 r 3517 • 926.27 RAVINE PKWY 3522 - .-926.51- 3527 -926.51 3527 926.69 \ 3528 926.14 3534 3535 926.60 926.19 --i 3541 3546 3518 3519 • 925.52 922.34 924.61 3526 923.82 S 388 3523 926.081 3524 -925.77 - 924.86 3529 • 925.53 3536 • 925.50 188 3542 -925.74 3547 • 925.50 3551 3563 925.90�� 925.21 . 3552 3530 924.62 923.04--_ „ 3520 0-3521 • 923.57 922.34 RAVINE - WB 3525 3526 923.82 922.58 389 3531 3532 -> 3533 • 923.58 -922.46======;=921.65 3539 922.23 1 3537 3538 924.55 923.47 3540 RAVINE - EB 921.85 3543 3544 3545 189 924.79- •-923.71 -- 922.44 --� 3548 3549 3550 924.56 • 923.48 922.21 N 3562 �)► 3561----922.36 922.99 3564 • 924.36 3560/ Z � 923.43 4111 POINT DATA POINT NUMBER POINT NUMBER ELEVATION NORTHING EASTING 3500 926.081 478019.24 139901.18 478035.27 139862.20 3501 925.434 925.495 139904.53 478049.82 3537 3502 924.879 478079.23 139910.11 478057.66 139860.79 3503 924.225 922.226 139920.30 478064.65 3540 3504 924.010 478139.16 139932.26 478067.18 139849.73 3505 923.818 925.738 139940.26 478067.28 3543 3506 924.086 478078.98 139940.09 478080.83 139848.79 3507 923.855 922.440 139939.93 478092.49 3546 3508 923.659 478030.74 139927.67 478094.60 139837.42 3509 923.497 924.556 139917.55 478101.22 3549 3510 923.035 478102.74 139910.85 478110.75 139836.48 3511 922.351 925.899 139908.03 478123.37 3552 3512 924.166 478048.26 139932.09 478080.67 139815.67 3513 924.286 924.764 139920.09 478080.43 3555 3514 924.677 478065.37 139908.09 478068.18 139793.08 3515 924.406 923.611 139908.09 478080.18 3558 3516 923.911 478090.47 139907.94 478092.18 139815.18 3517 926.269 923.427 139896.72 478031.94 3518 925.525 139829.26 139896.41 478055.94 3519 924.613 478122.38 139896.09 478079.94 3520 923.573 3564 139895.78 478103.94 3521 922.339 924.243 139895.47 478127.94 3522 926.512 139801.11 139884.72 478031.70 3523 925.767 139884.41 478055.70 3524 924.857 139884.10 478079.69 3525 923.817 139883.78 478103.69 Cottage Grove here pride and prose erity Meet 3526 922.584 CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 139883.47 478127.69 189 3527 926.695 °` 139875.92 478019.52 PROF. NO. 1803878 3528 926.137 139868.45 478033.15 3529 925.530 139872.41 478055.45 3530 924.621 139872.10 478079.45 3531 923.581 139871.79 478103.45 3532 922.456 139871.00 478125.39 3533 921.654 139870.82 478139.44 POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 3534 926.602 139862.38 478019.24 3535 926.194 139862.20 478033.07 3536 925.495 139861.41 478055.23 3537 924.548 139861.10 478079.23 3538 923.469 139860.79 478103.23 3539 922.226 139864.75 478125.31 3540 921.851 139857.19 478139.16 3541 926.501 139849.73 478030.99 3542 925.738 139849.41 478054.98 3543 924.792 139849.10 478078.98 3544 923.713 139848.79 478102.98 3545 922.440 139848.48 478126.98 3546 926.264 139837.73 478030.74 3547 925.501 139837.42 478054.74 3548 924.556 139837.10 478078.74 3549 923.477 139836.79 478102.74 3550 922.205 139836.48 478126.74 3551 925.899 139825.18 478034.28 3552 925.305 139821.71 478048.26 3553 924.892 139815.67 478056.44 3554 924.764 139807.64 478062.11 3555 924.055 139793.27 478065.37 3556 923.963 139793.08 478077.84 3557 923.611 139792.95 478090.37 3558 923.706 139800.95 478090.47 3559 923.617 139815.18 478094.08 3560 923.427 139823.10 478099.99 3561 922.987 139829.26 478109.04 3562 922.360 139832.04 478122.38 3563 925.213 139825.42 478054.50 3564 924.363 139825.11 478078.49 3565 924.243 139813.11 478078.25 3566 924.113 139801.11 478078.25 3553 3559 924.89 3565 923.62 924.24 1. 3554 924.76 HP 3566 3558 NOTES: L 924.11 923.71 EOP = EDGE OF PAVEMENT LOC = LIP OF CURB RA RAD PT =RADIUS POINT LP = LOW POINT 924. 924.05 923.96 923. 923. 923.61 I N INP. R/W a = HIGH POINT } INP. WW SEE SHEETS 174 183 FOR PEDESTRIAN CURB LL _ � RAMP DETAILS. ^ SURFACE FLOW ARROW F 0 10' 20' NO DATE APPR REVISION SURVEY PEW Cottage Grove here pride and prose erity Meet Stantec X35 Highway W St. Paul, MN 55113 -taut-c- INTERSECTION DETAIL JEFFERYAVENUE CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 a"ra AAF DRAWN SMU/MAF 189 DESIGNED CHECKED JDP °` APPROVED DRS 547 PROF. NO. 1803878 aAa= 0 0 RE PKWY H 417 :!!�NQO'268403 9 0 10' 20' ° 4uu� �+uutD • 914.23 4007 914.02 913.81 LP 913.77 913.98 4041 914.47- - 914.08 q17 (,q - 4018 4019 -913.86 LP 914.10 914.35 4004 913.967 • 914.00 RAVINE - WB - - HP 913.84 4012 • 914.06 4022 914.34 4023 914.58- 418 4024 13 940522 4006 913.978 140224.15 4008 4007 -913.87-------- 4028 4029 4030 913.932 140210.01 • 914.10 913.93 914.58 140201.29 480991.20 4010 914.291 140194.42 481000.97 4011 914.515 4003 4013 4012 914.062 140215.69 480971.77 4013 914.182 140203.69 480971.49 4014 914.301 9113.3.97 914.18 4015 914.325 4009 480995.20 4016 913.865 140180.33 480922.84 4017 914.104 140180.01 R ` 914.06 914.346 HP 480970.98 4019 914.586 140179.39 \4010 4020 4002 140179.08 481018.90 4021 914.104 914.29 480922.63 914.04 914.344 4014 1 914.30 480946.63 4023 4015011 914.33 E 914.51 140167.70 ,/ 4001 S 4024 914.824 140167.39 480994.63 4025 ° 4000 f/ 913.96 • 914.23 914.47 914.02 913.81 913.84 4000 4054 4041 914.47- - 4016 q17 (,q 4017 4018 4019 -913.86 914.46 914.10 914.35 914.59 913.967 • 914.00 RAVINE - WB 4004 HP 4021 914.10 480961.23 4022 914.34 4023 914.58- 418 4024 13 940522 4006 913.978 140224.15 914.82- 4007 -913.87-------- 4028 4029 4030 913.932 140210.01 • 914.10 914.34 914.58 4027 913.79 4034 913.98 4040 914.23 4045 -913.98 4050 913.76 4035 4036 • 914.23 914.47 914.02 913.81 RAVINE - EB 4000 4054 4041 914.47- - 4042 914.71 220 q17 (,q 4046 4047 480943.46 • 914.22 914.46 140193.56 4062 4063 913.967 • 914.00 914.27 4004 HP 140217.43 480961.23 4051 913.767 140224.21 13 940522 4006 913.978 140224.15 480972.04 4007 -913.87-------- -4064------ 914.14 40` 91 4053 913.932 140210.01 °p 913.79 4009 914.064 4037 • 914.70 4043 914.94 4020 914.83- 4025 4031 F- 4032 =914.80 914.93 4038 914.84 4039 915.12 4044 -915.18 4048 4049 • 914.70 914.94 4061 4060--�914.80- 9�14.61 40599% 914.29 POINT DATA 40654057 ELEVATION 914.02 913.81 EASTING 4000 4054 4055 4056 913.68-913.94 q17 (,q 4037 • 914.70 4043 914.94 4020 914.83- 4025 4031 F- 4032 =914.80 914.93 4038 914.84 4039 915.12 4044 -915.18 4048 4049 • 914.70 914.94 4061 4060--�914.80- 9�14.61 40599% 914.29 NOTES: EOP = EDGE OF PAVEMENT LOC = LIP OF CURB RAD PT = RADIUS POINT LP = LOW POINT HP = HIGH POINT SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB RAMP DETAILS. SURFACE FLOW ARROW F POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 4000 913.839 140184.74 480929.36 4001 913.961 140187.91 480943.46 4002 914.043 140193.56 480951.55 4003 913.967 140204.63 480958.98 4004 913.836 140217.43 480961.23 4005 913.767 140224.21 480961.40 4006 913.978 140224.15 480972.04 4007 914.082 140223.90 480982.39 4008 913.932 140210.01 480985.25 4009 914.064 140201.29 480991.20 4010 914.291 140194.42 481000.97 4011 914.515 140191.65 481013.55 4012 914.062 140215.69 480971.77 4013 914.182 140203.69 480971.49 4014 914.301 140191.70 480971.12 4015 914.325 140191.39 480995.20 4016 913.865 140180.33 480922.84 4017 914.104 140180.01 480946.78 4018 914.346 140179.70 480970.98 4019 914.586 140179.39 480994.91 4020 914.825 140179.08 481018.90 4021 914.104 140168.33 480922.63 4022 914.344 140168.02 480946.63 4023 914.585 140167.70 480970.69 4024 914.824 140167.39 480994.63 4025 915.064 140167.08 481018.62 4026 913.797 140159.12 480910.50 4027 913.787 140152.07 480923.23 4028 914.104 140156.02 480946.46 4029 914.344 140155.70 480970.46 4030 914.584 140155.39 480994.45 4031 914.798 140154.60 481016.81 4032 914.934 140154.42 481030.44 4033 913.857 140145.99 480910.31 NOTES: EOP = EDGE OF PAVEMENT LOC = LIP OF CURB RAD PT = RADIUS POINT LP = LOW POINT HP = HIGH POINT SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB RAMP DETAILS. SURFACE FLOW ARROW F NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 190 Desi"eD '°` � Grove INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP JOLIET AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 o` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878staat" . 0m SAP 180-110-013, SAP 180-020-013 547 POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 4034 913.985 140145.82 480923.15 4035 914.226 140145.02 480946.30 4036 914.465 140144.71 480970.30 4037 914.705 140144.39 480994.30 4038 914.843 140148.35 481016.73 4039 915.124 140140.94 481030.25 4040 914.226 140133.33 480922.12 4041 914.466 140133.02 480946.13 4042 914.705 140132.71 480970.13 4043 914.945 140132.39 480994.13 4044 915.184 140132.08 481018.13 4045 913.984 140121.33 480921.73 4046 914.223 140121.02 480945.73 4047 914.463 140120.71 480969.73 4048 914.702 140120.40 480993.73 4049 914.942 140120.09 481017.74 4050 913.765 140108.80 480924.68 4051 913.910 140102.08 480943.82 4052 913.872 140099.05 480947.06 4053 913.786 140089.80 480953.18 4054 913.676 140076.25 480955.67 4055 913.936 140075.84 480968.24 4056 913.689 140075.42 480980.66 4057 913.808 140085.20 480980.98 4058 913.950 140096.53 480983.45 4059 914.286 140106.93 480990.71 4060 914.613 140113.22 481000.33 4061 914.802 140115.65 481012.87 4062 913.997 140109.03 480945.33 4063 914.265 140108.71 480969.33 4064 914.143 140096.72 480969.14 4065 914.025 140084.72 480968.54 NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 190 Desi"eD '°` � Grove INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP JOLIET AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 o` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878staat" . 0m SAP 180-110-013, SAP 180-020-013 547 aAa 0 0 4504 914.06 4505 4506 4507 914.25 914.73 914.14 KEATS 3 39 4509 914.80 4510 • Q1S' 4511 914.67 o� 4514 4515 4516 915.33 915.72 915.22 914.79 A I ►� RAVINE - WB 4518 4519 4520 4521 4522 4524 - 426 915.25 - - 915.48 - 915.84- 915.18 916.25- 915.75 • 4525 • 915.49 D=4526 4527u 915.638 915.71- 4528 4529 _915.91- •-916 32 916. 4531» 916.74 -F 916.24 Y RAVINE :EB 4508 913.97 4512 914.51 4517 915.05 41 T 427 -915.59 \< �-- 4532 229 916.08 RAVINE PKWY '*4-533 4537 4538 4539 4540 4541 915.13 4534 916.33 916.81 917.28 916.76 916.60 LP 915.98 4535 916.72 I 4542y 4543 4544 4545 x 917.35 917.82 917.27 917.11 4536 I 917.13 NOTES: x I EOP = EDGE OF PAVEMENT I LOC = LIP OF CURB N II I II RAD PT = RADIUS POINT x LP = LOW POINT I = HIGH POINT SE SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB x RAMP DETAILS. 0 10 20' I !I I SURFACE FLOW ARROW t� k NO DATE APPR REVISION SURVEY NEW SHED DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 191 DESIGNED '°` � Grove INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KEATS AVENUE edty neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and prose St. Paul, MN 55113 PROF. NO. 1803878 -taut-c- SAP 180-110-013, SAP 180-020-013 547 POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 4500 914.792 140160.87 481765.40 4501 914.691 140165.18 481788.84 4502 914.563 140182.78 481813.27 4503 914.388 140200.62 481823.73 4504 914.057 140220.89 481827.68 4505 914.254 140215.43 481838.06 4506 914.733 140215.19 481856.56 4507 914.136 140214.95 481875.05 4508 913.974 140214.84 481883.05 4509 914.798 140191.43 481837.48 4510 915.216 140191.19 481855.98 4511 914.675 140190.95 481874.48 4512 914.513 140190.85 481882.48 4513 914.890 140167.61 481812.90 4514 915.335 140167.44 481836.90 4515 915.720 140167.20 481855.40 4516 915.217 140166.86 481873.90 4517 915.052 140166.86 481881.90 4518 915.247 140144.07 481788.33 4519 915.477 140143.76 481812.33 4520 915.841 140143.58 481836.33 4 521 916.246 140143.21 481854.83 4522 915.753 140142.96 481873.33 4523 915.591 140142.86 481881.32 RAVINE PKWY '*4-533 4537 4538 4539 4540 4541 915.13 4534 916.33 916.81 917.28 916.76 916.60 LP 915.98 4535 916.72 I 4542y 4543 4544 4545 x 917.35 917.82 917.27 917.11 4536 I 917.13 NOTES: x I EOP = EDGE OF PAVEMENT I LOC = LIP OF CURB N II I II RAD PT = RADIUS POINT x LP = LOW POINT I = HIGH POINT SE SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB x RAMP DETAILS. 0 10 20' I !I I SURFACE FLOW ARROW t� k NO DATE APPR REVISION SURVEY NEW SHED DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 191 DESIGNED '°` � Grove INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KEATS AVENUE edty neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and prose St. Paul, MN 55113 PROF. NO. 1803878 -taut-c- SAP 180-110-013, SAP 180-020-013 547 POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 4524 915.176 140142.42 481764.28 4525 915.488 140133.41 481791.19 4526 915.626 140122.89 481763.80 4527 915.712 140122.53 481791.05 4528 915.914 140121.76 481811.80 4529 916.317 140121.62 481836.81 4530 916.741 140121.21 481854.30 4531 916.237 140120.97 481872.80 4532 916.076 140120.87 481880.79 4533 915.127 140097.89 481763.21 4534 915.978 140094.01 481787.12 4535 916.719 140078.25 481810.75 4536 917.128 140071.91 481815.91 4537 916.328 140097.77 481811.22 4538 916.815 140097.46 481835.22 4539 917.281 140097.22 481853.72 4540 916.759 140096.97 481872.22 4541 916.598 140096.87 481880.22 4542 917.349 140073.46 481834.64 4543 917.822 140073.22 481853.14 4544 917.274 140072.98 481871.64 4545 917.114 140072.79 481879.64 RAVINE PKWY '*4-533 4537 4538 4539 4540 4541 915.13 4534 916.33 916.81 917.28 916.76 916.60 LP 915.98 4535 916.72 I 4542y 4543 4544 4545 x 917.35 917.82 917.27 917.11 4536 I 917.13 NOTES: x I EOP = EDGE OF PAVEMENT I LOC = LIP OF CURB N II I II RAD PT = RADIUS POINT x LP = LOW POINT I = HIGH POINT SE SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB x RAMP DETAILS. 0 10 20' I !I I SURFACE FLOW ARROW t� k NO DATE APPR REVISION SURVEY NEW SHED DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 191 DESIGNED '°` � Grove INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KEATS AVENUE edty neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and prose St. Paul, MN 55113 PROF. NO. 1803878 -taut-c- SAP 180-110-013, SAP 180-020-013 547 A. Ao= 0 a 0 910.61 Z009 1/910.03 MILITARY CUL-DE-SAC NORTH cnm INP. R/W 20' - - - - - - - - - -� NOTES: EOP = EDGE OF PAVEMENT LOC = LIP OF CURB RAD PT = RADIUS POINT LP = LOW POINT HP = HIGH POINT SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB RAMP DETAILS. SURFACE FLOW ARROW -0- NO - NO DATE I APPR REVISION SURVEY NEW SHEET DRAWN SMV,SE CITY OF COTTAGE GROVE, MN Cottage ® Stantec INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 192 DESIGNED JDP CHECKED SDP Grove MILITARY CUL-DE-SAC NORTH ericy neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride a,',,,,,p St. Paul, MN 55113 PROF. NO. 1803878 staatl.�m SAP 180-110-013, SAP 180-020-013 547 POINT DATA POINT NUMBER ELEVATION NORTHING EASTING 5000 909.183 140017.76 479220.16 5001 908.583 140017.76 479269.16 5002 908.831 140042.26 479262.59 5003 909.084 140060.20 479244.66 5004 909.331 140066.76 479220.16 5005 909.585 140060.20 479195.66 5006 909.832 140047.33 479174.26 5007 910.101 140054.64 479162.96 5008 910.613 140040.05 479150.64 5009 910.031 140025.46 479138.33 5010 909.615 140007.35 479159.32 5011 909.275 139992.55 479176.48 5012 909.103 139975.33 479195.66 5013 908.969 139968.76 479220.16 5014 908.734 139975.33 479244.66 5015 908.542 139993.26 479262.59 NOTES: EOP = EDGE OF PAVEMENT LOC = LIP OF CURB RAD PT = RADIUS POINT LP = LOW POINT HP = HIGH POINT SEE SHEETS 174 - 183 FOR PEDESTRIAN CURB RAMP DETAILS. SURFACE FLOW ARROW -0- NO - NO DATE I APPR REVISION SURVEY NEW SHEET DRAWN SMV,SE CITY OF COTTAGE GROVE, MN Cottage ® Stantec INTERSECTION DETAIL RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 192 DESIGNED JDP CHECKED SDP Grove MILITARY CUL-DE-SAC NORTH ericy neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride a,',,,,,p St. Paul, MN 55113 PROF. NO. 1803878 staatl.�m SAP 180-110-013, SAP 180-020-013 547 NOTES: \\\\ SEE SHEET 314 FOR MAI\ MENT DETAILS. \ \ \ ---- I I IIII III jy 932.62 934.48 I I III 1 / IIII II I\ III I I I I III III \\ III I 1 �- \ \ \ \ ` \ `\ `\ � \\ \•yy \\ IIII III \ IIII I I \\ ` i / � \ ` \♦ \ \♦ \♦ �\ �\ \` � -� '- I 916--- I ��-- IIII�991 - �111 II I IIII III I\II I 1 932.77 \ \ \ \ - I '- I 932 III-__----_--- /// INP. R/W / III I < < « \\\ - / III III I I 36.14 N / Lf)m III III Ica z II IIII I w III w I \I \ s z III ItIII z II Ik I \� \\ 935.76-1 35.76 \/ OH III I \ \\\ I \---\\\ \`-� ---- -----\-\ TI------------ Ii �--------- / ----- \--------- } `933.45 \\ I I 932.95) \\ /---------------------------�----------�_-L--------- ----------t�---------- \ -------- - � � 939, 938 936 \ \9351 \ `\ I ♦�\ \ `\ _-934._ 933. / BEGIN SAP 180-123-001 O65TH -EB STA. 100+68.07 65TH EB i i I 99 100 / 101 I 102 c 10' 20' NO I DATE I APPR REVISION SURVEY Pew CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF / Cottage Stantee 193 DESIGNED 'DP � Grove GRADING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP MONUMENT erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRs "here pride andpro,P St. Paul, MN 55113 PROF. NO 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 aAa= waw o SEE SHEET 195 FOR GRADING DETAIL I I I NO DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN DESIGNED JDP Cottage Stantec GRADING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 194 CHECKED SDP Grove POND GENERAL LAYOUT ericy neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS ""i pride a,',,,,,p St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 mN5 o,=Q h=<= Q�a= 11 0 25' 50' SS RAVINE - WB 107 400_-- 911 00/911 910 09 W 908 M. x V 906 MATCHUNE 2 NO DATE APPR REVISION SURVEY PEW SHED DRAWN SMV/MAF CITY OF COTTAGE GROVE MN DESIGNED JDP Cottage Stantec GRADING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 195 CHECKED SDP Grove erityMeet 2335HIghway36W PON D/BOWLAREA SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS �hNr dptoSP St. Paul, M N 55113 e Pride an PROF. No. 193803878 wwwstantec.cm SAP 180-110-013, SAP 180-020-013 547 o.Q Q�a= aAa 00 / - -�� �� RAVINE - WB CO I/ . b'� jp 905 90 BID) o 903 1-.00 9p4 MULTI PURPOSE PEDESTRIAN BRIDGE ELEV. 908.50 ' gp5 RAVINE - EB 0 N 25' 50' NO DATE I APPR REVISION SURVEY Pew CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantec GRADING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 1 F DESIGNED JDP CHECKED ,DP Grove PON D/BOWLAREA erity neer zags Highway 36 W SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8-tantec.com SAP 180-110-013, SAP 180-020-013 547 mN5 o,.a hQ�Q a I MATCHLINE 2 I I \ I I I 0 251' 50' I � I � I I I I I I I I I I_ I — SOUTH BASIN BOTTOM ELEV. 892.00 HW ELEV. 902.00 I I I I I I I I I i i I I I I I I I I I I I � I � I �\ I � I � I � I I I I I I I I I I I I I I _ I ` I I I I I I I II--------------- I I I I I I I I NO DATE APPR REVISION SURVEY PEW SHED DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 197 DESIGNED 'DP Grove GRADING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JEDSOUTH POND erity neer 2335 Hlgnway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here pride and prose St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 FF =. < h< o'o= 0 0 \ �y�\\♦ `\ \ \ \ \ L// ' \ `IIt --- _— '—''yo /// /// /// ///\\ \\ \\ \\\ \ ----- \ \ \ \ \ 1 1 1 To\\\ `\ IN \ ` O 1\ 1 \ \\ \\ \\ �i 1 \I \\ \` fir♦2y \\ \ ➢�T \\ -'rOWERLINE )- / ___ \ \ 1\ 1 \ \ \ \ 1 \\ \\ \ / /�' \ \\\ \♦ EASEMENT 895 - \\ \\ \`� I 1\ /------- -------i" \ 1\ i 1 / \\ `\ \ \\ \\ \\ 11 \\\ 1\ \ \ \ \\ \\ \♦ 1900 �- . \ \ \ T2 I \ 1 9zs I 91� \ \9z \ \ \ \ \ - - - \ �/ �-- I 9 ♦\ \ \ 12. \ 1 8 I \� 6` \ T2 I 1 \ $ \ \ 89 \ \ d' 1 •80 --\ 'B� \\ 3z II 1 \ \ \� BT \\ .9y,, \ I 1 1$p i--------\\ \\ ` \ \ �AR\EAS\\M5\f by\`\`�\\ Y I $s $d \ \ \ $y \ \\ \ I 9T I I 1 9r 1 X10 \ 1 9 \\ \ \\ \\ \ \\ k \ \ \\ \ \ 11, NN, \\ 2 82 \ \ 1 1 gj9i I 1 \ 9� --\\ 1 \ \ zs\ \ \\ \\ a\\ \\ X \\ $ \ \\ \ 0 \ \\ \\ \\ $ \\ X90 \ 9p \ \ \ \ \ \ \ \ \ s \\ \ \ \ \ \ \ \----------- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ----- \ Xsy J \\ \ \ \ (qy/ I% \ v \ \ \ \ \ \ \ \ \\ 1 \ \ 1 9 \ \ 1 X"` I / i���✓✓' \ \ \ \ \ \ \ IN o $2 \ \ \ IN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I 1 \ \ \ \ \ \ \ 1 I 1 I I I \ \ \ \ \ \ \ \ \ \ eo \X90 \ \ \ \ \ \ \ \\ \ \ \T \ \ \ \ 6' 9l \ \ 913 \ \ I 1 I I \ \ \ I a \ r 1 \ \ s 1 I 1 I I \ \ 1 1 I 1 \ I V \ \ 1 1 1 I I I 1 \ \ \ \ 1 \ \ \\ \\\\ \ \\ \ \ \��h\ \\ \ \\ \`\ X V I \ \ \ 1 I I I I I I I I 1 \ \ _ (L%%� \ I \ `-- \ \ \ \ \\ \ \ \� \ \ \ \ R/W \\ X I y \\ \ \ IX I I I I I X \\/N / \ \ \ \\ \ \ \ \� \ \ \ \ \ $v II $z I Jot ) 9py \ I ) e i I I I I 9 \ / _ 9 ----X y /X \ X \ \ \ \ \ \ \ \ \ \ \ I I 09 I I Tom' 9 • 9 I �sIT, _ J�'49� 621 )/ -�` ) l I ) 1 / / _-_ _ T / ' O •d'2 _ - \ .mss \\ \\ \ � \ RAVINE - WB \ \\ \\ \ \ \\ \ \ \\ 420 215 It 220 \ 225 --\ / ----__ OI \ \ 1 I I l I NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF / Cottage Stantec 198 DESIGNED 'DP � Grove GRADING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP PARK erity neer 2335 Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 aAa? waw _opo Iq III III III III III III HYDRANT #1- 8"X6" 1 - 8"X6" TEE III p 8" SLEEVE III p 6" GV & BOX III 1119'-6"DIP WM III 11 TNH EL 935.67 III III � III III III III a III III Z III III 0 I III III z III III = III ql III NI III ql I nl nl III nl BEGIN SAP 180-123-001 V 65TH - EB STA. 100+68.07 TI� II I II I I III I III II III Iq III Iq III III— III I II I II I III II I III_ III III III III I III III III III— III III III III III III_ III III III III II I III_ III III II I III II I III II I III— III III II I III III III II I III— III III II I III III III— III I II I II I 100 —'---�EXISTING 8" DIP //V I / \ / I �\CONNECEIF TO EXISTING (2) 7 I I I I I � ADJUST VALVE BOX I � I CONNECT TO EXISTING (2) L — 1SLEEVE — — —INP — 10'-12"DIP ----------------------- ----------------------------- EXISTING 12" DIP HYDRANT #2 6" WET TAP 10'-6"DIPWM n TNH EL 933.95 n �I I I I \ I I I I I/ II EXISTING 12" DIP I I l_ I EXISTING 24" DIP n r A A I 65TH - EB SANITARY SEWER NOTES: i I I 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. I I I WATER MAIN NOTES: 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEET OF COVER. 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. I I I 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING PASSING TEST RESULTS. SERVICE NOTES: I I I 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. j I I I I --------------------------------------------------------------------------------------' 104 \ I I \ I I \ I I \ I I \ I I \ I I \ I I \ I I \ I I \ I I \ I I \ I I \ I I 106 INP — — — — - T I I I I I I I I I I I I N (k 0 25' Ln 00 -1 ri 50' NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 199 DESIGNED 'DP Grove SANITARY SEWER AND WATERMAIN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP PLAN & PROFILE - 65TH STREET ericy Meet zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS �h@fe pride and ����� St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 0'a < 0 SANITARY SEWER NOTES: 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. I WATER MAIN NOTES: I I 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. I 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEET OF COVER. 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING «�««— PASSING TEST RESULTS. I SERVICE NOTES: — — 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. --- INP. R/W m CO — O ' 107 N (k 0 25' 50' T- - I INP. R/W I I I I I I 110 I SEE SHEETS 203 FOR MORE INFORMATION r � L i PROP. R/W � ~ � 65TH - EB J 16" - 45° BENDS (2). (RAW WATER) I I I I I I I I I I I I I I I I I I I I 12" I I I I I I I I A A 113 r 314 O+ 3 114 ITI I�—I 13 16" DIP (RAW WATER) PROPOSED FINISHED GROUND PROFILE 990 EXI 990 GROUND PROFILE O 15" STORM. U ......................................... .. z 980 980 0 16" DIP WM (RAW WATER 970 _ 970 960 _ 960 �2+00 3+00 3+20 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"Ea DRAWN SMV/MAF Cottage Stantee 200 - DESIGNED 'DP � Grove SANITARY SEWER AND WATERMAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP PLAN & PROFILE - 65TH STREET ericy Meet zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DES here pride andptosP St. Paul, MN 55113 PROF. NO. 1803878—tant—c— SAP 180-110-013, SAP 180-020-013 547 O Q .o At- a xL 03a o�.< t-= 0 0= 0 0 SANITARY SEWER NOTES: 1. ALL PVC PIPE SHALL BE SDR 35 UNLESS OTHERWISE NOTED. 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. 3. SHADED STATIONING IN PLAN REFLECTS STREET STATIONING. WATER MAIN NOTES: 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEET OF COVER. 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. SERVICE NOTES: 1. ALL SANITARY SEWER SERVICES SHALL BE 4" PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. 2. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. TYPICAL SERVICE INFORMATION: X+XX INDICATES WYE STATION ALONG SEWERALIGNMENT W 900.0 INDICATES CURB BOX ELEVATION (FINISH GROUND) S892.0 INDICATES UPSTREAM INVERT ELEVATION OF SEWER SERVICE AT END OF SERVICE Lr) O 3 I I I I I I I I I I I L---------�---------J 65TH - WB 316 116 I I I I ISI I ISI PROP. R/W — — — — — — 16" DIP (RAW WATER) 31W317 ====318 6" - 45° BENDS (2)� 117 118 11 7 V I ISI 8 —ems 8" PVC SANITARY, MH -1 3+09 6" DIPWM—li110—�> 3 > > n l l +22 Lr) N 121 N 1 1 " HYDRANT #3 N / / 6" GV & BOX I S968.0 S 967.6 INP. R/W / TNH EL 981.64 i W 9 — ------ I—I---------- ----- / W 973.8 1 / 65TH - EB / I 0 25' 50' I . .. . .... . .... . . . .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ ... ........ 320'-8" PVC SDR Z6 PIPE SEWER @ 0.40%... . W^ W^ W W W W W W^ � O W � � OJ � � � m � W m � M OJ m '� m EXISTING FINISHED O r n 990 n 3+10 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50 NO DATE APPR GROUND PROFILE SURVEY PEW 990 Cottage ® Stantec � Grove edty Meet S35 Paul, SAN 511 W pride and ptosP St. Paul, MN ss t3 —ta't—c m — — — — CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED DRAWN SMV/ShO 201 DESIGNED 'DP CHECKED JED APPROVED DRshere 547 PROJ.NO. ,8038,8 PROPOSEE FINISHED — — _ GROUND PROFILE w w U Z '" rnrn 980 o _ _ Z 980 15"S ORM- 16 DIP WM (RAW WAT R) _ z 970 6" DIPWM ^ 970 . .. . .... . .... . . . .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ .... _ ... ........ 320'-8" PVC SDR Z6 PIPE SEWER @ 0.40%... . W^ W^ W W W W W W^ � O W � � OJ � � � m � W m � M OJ m '� m O r n P^ n 3+10 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50 NO DATE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove edty Meet S35 Paul, SAN 511 W pride and ptosP St. Paul, MN ss t3 —ta't—c m SANITARY SEWER AND WATERMAN PLAN & PROFILE - 65TH STREET CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED DRAWN SMV/ShO 201 DESIGNED 'DP CHECKED JED APPROVED DRshere 547 PROJ.NO. ,8038,8 oJ.< ooQ� a 3Fa 0 0 �n N N 122 N (k 0 25' 50' CONNECT TO EXISTING SANITARY 8" PVC SANITARY �6" DIPWM 1 16" DIP (RAW WATER) 16"X16" TEI HYDRANT #4 (RAW WATER) 16"X6" REDUCER 6" GV & BOX 20'-6"DIP WM TNH EL 978.64 SANITARY SEWER NOTES: 10 I I 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. ' I PROP. R/W � L---------------- L--- I ---- L--------- WATER MAIN NOTES: I' IDSEN I I I I —1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. < EE« �E �< �< — J — I— — — — — I 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEETOF COVER. 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. M 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING >V =W65TH - WB PASSING TEST RESULTS. SERVICE NOTES: 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. ADJUST VALVE BOX — e I I I I— I— EX. MH 882 > > ADJUST FRAME _ AND RING CASTING EXISTING 8" _DIP 123 V V 325 C CONNECT TO EXISTING WM TEE A 6" GV &BOX ADJUST VALVE BOX CONNECT TO EXISTING WM (RAW WATER) v 8"X8" TEE III a I III8" SLEEVE III Z III I - 16"X8" REDUCER 111 --- II I l o � III I 16" By &Box III —'" III i III I III___R PROPOSED FINISHE GROUND PROFIL � W V M Z n EXISTING FINISHE , °J I IN IN QRn r^n n a 1 m m M M QRn W.� U 0 MAINTAIN 24 SEPARATION z z 45" STORM I 970L 6" DIP WM I CONNECT TO LI EX. 8" DIPWM (2) 1 — — — — 16" DIP WM (PAW WATER) — — — — 32T,8" PVC soR 26 PIPE SEWER @ 0.40 1"\ CONN CT TO EXISTING MANHOLE (SAN) 8" PVC SANI_ -ARY SEWER CROSSING I I INP. R/W 65TH - EB I I I i 326 � X327 127 V <<_<<_<<_<<_<1 N <<< M 7111r- 2" 30'-4" DIPWMIRRIGATION4" PLUG W/ 2" CORP CURB BOX15' - 2" COPPER III _o BRING 2" COPPERTO SURFACE FOR IRRIGATION III z SERVICE CONNECTION III —SII i �n 128 0 N ri 4" WET TAP 1 III I III I III I III I IIL__ I III I III I I III CITY OF COTTAGE GROVE MN F"EEF Cottage ® Stantee SANITARY SEWER AND WATERMAIN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 202 Grove erlcyneer 2335Highway 36W PLAN & PROFILE -65THSTREET SAP 180-121-001, SAP 180-123-001 OF �h@fie Pfide dnd""" St. Paul, MN 55113 —taalac.— SAP 180-110-013, SAP 180-020-013 547 10+50 11+00 12+00 12+50 REVISION SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 I I INP. R/W 65TH - EB I I I i 326 � X327 127 V <<_<<_<<_<<_<1 N <<< M 7111r- 2" 30'-4" DIPWMIRRIGATION4" PLUG W/ 2" CORP CURB BOX15' - 2" COPPER III _o BRING 2" COPPERTO SURFACE FOR IRRIGATION III z SERVICE CONNECTION III —SII i �n 128 0 N ri 4" WET TAP 1 III I III I III I III I IIL__ I III I III I I III CITY OF COTTAGE GROVE MN F"EEF Cottage ® Stantee SANITARY SEWER AND WATERMAIN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 202 Grove erlcyneer 2335Highway 36W PLAN & PROFILE -65THSTREET SAP 180-121-001, SAP 180-123-001 OF �h@fie Pfide dnd""" St. Paul, MN 55113 —taalac.— SAP 180-110-013, SAP 180-020-013 547 A Ao= 0 a SANITARY SEWER NOTES: 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. I I I II I I 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. I I I EX. 24" DIP — I II WATER MAIN NOTES: 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. I I n II n PROP. R/W 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEETOF COVER. I I II I - III I 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. I I II I I II4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING I I II I n >> PASSING TEST RESULTS. I I III III INSTALL 16" PLUG W/ 1" CORP & 15' - 1" COPPER (FOR TESTING) I I III III n AFTER TESTING REMOVE & INSTALL 16" SLEEVE SERVICE NOTES: = n I III i� 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. I I III 10 1 12" WET TAP 12" DIP REMOVE EXISTING 16" CAP W/ 2" GALV. STEEL (INCIDENTAL) I I III -III I INP = M EX. 6' DIP I I II CONNECT TO EXISTING 16" DIP WM (RAW WATER) -L --------------------------J 4I� n III v- n II —111111 II I—I 2 3 I I� II SI—III—III—II—III—I- I f f f I —I —I I —I —I — I 10 - v 2 13 4 V v ^ —1111- 15 n 16 <—<—<—<— n _ sai' I v ` I REMOVE EXISTING 12" CAP W/ 2" GALV. STEEL (INCIDENTAL) T-------- ADJUST FRAME AND RING CASTING , < _ 7 CONNECT TO EXISTING 12" DIP WM 7 12" SLEEVE v II I I II I IDEAL 12" BV &BOX I ADJUST FRAME AND RING CASTING I III ^ III I 7 I I III I III I 16" DIP (RAW WATER) -7 I v I I III ^ III Imr>—>—> r ------ I I tll III I � I I III III I I - �I—I—I—I—I—I—I—I—III—Y� I I EX. 24" DIPII ^ - III I I I f------------- I I Z 1 Ill III I I I v l I I n 0 25' 50' I I 1 I I I I _ -- PROPOSED FINISHED 1+00 2+00 3+00 4+00 ROUND PROFILE 5+00 NO DATE APPR REVISION SURVEY PEW 990 Cottage Grove e�lcvneec ��e�e pride and �� Stantee 35HHighway36W St. Paul, MN 55 113 wwwstanta .a m SANITARY SEWER AND WATERMAIN - PLAN &PROFILE IDEAL AVENUE CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 DRAWN SMV/MAF D 203 DESIGNED °` cnecKe° J°P OF 990 547 PROF. NO. 19803878 XISTING FINISHED GROUND PROFILE — — CONNECTTO ua EX. 12" DIP WM o _ _ 15'' ST RM 980 U 980 12" DIP WM CONNECTTO 24' DIP WM EX. 15" STORM 16" DIP WM (RAW WA ER)_ 970 970 CONNECTTO EX. 16" DIP WM (RAW WATER) 1+00 2+00 3+00 4+00 5+00 NO DATE APPR REVISION SURVEY PEW Cottage Grove e�lcvneec ��e�e pride and �� Stantee 35HHighway36W St. Paul, MN 55 113 wwwstanta .a m SANITARY SEWER AND WATERMAIN - PLAN &PROFILE IDEAL AVENUE CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 DRAWN SMV/MAF D 203 DESIGNED °` cnecKe° J°P OF APPROVED °Rs 547 PROF. NO. 19803878 aAa 0 0 PROP. R/W i v v v r c r HYDRANT #5 12"X6" REDUCER v 6" GV & BOX 8' - 6" DIP WM TNH EL 935.00 v v v v BEGIN SAP 180-121-001 I v RAVINE - EB v c STA. 170+32.69 F' w Q N 0 25' 50' TT EX. M H 2O ADJUST FRAME AND RING CASTING V PROP. R/W RAVINE - WB HYDRANT #6 F12"X6" TEE 12" BV & BOX(2) _ _ 6" GV & BOX 24' - 6" DIP WM TNH EL 935.00 0 1.4 I I 3 1 I I 0 e \` 12"DIP 12"X8"TEE 8" GV & BOX 0 ,y 8" DIP RAVINE - EB 8" - 11.25° VPROP . R/WM PLUG W s' w / 1" CORP 15' - 1" COPPER (FOR TESTING) SANITARY SEWER NOTES: 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED, 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING WATER MAIN NOTES: 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEETOF COVER. 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING PASSING TEST RESULTS. SERVICE NOTES: 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. 8" WM PLUG _ W/ 1, CORP $�� DIP WM V 9300+00 1+00 2+00 0+50 1+00 2+00 3+00 4+00 5+00 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"Ea DRAWN SMV/MAF Cottage Stantee 204 Desi�NPD 'DP � Grove SANITARY SEWER AND WATERMAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP PLAN & PROFILE - RAVINE PARKWAY ericy Meet zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "h@fe pride and ��,,pSt. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROPOSED FINISHED GROUND PROFILE M EXI$ FINISHED / O o � GROUND =PROFILE:.' x p 0 /.... i waw > m — — — _ — — 18" STORM I L 2 DIP WM L L 151, ST RM — — — — — — — — 180'-18 `EVC -@0:15%. 30-PVC@0.15%.—..— —.—.—..—.—. —..—..----- SANITARY SEWER NOTES: 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED, 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING WATER MAIN NOTES: 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEETOF COVER. 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING PASSING TEST RESULTS. SERVICE NOTES: 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. 8" WM PLUG _ W/ 1, CORP $�� DIP WM V 9300+00 1+00 2+00 0+50 1+00 2+00 3+00 4+00 5+00 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"Ea DRAWN SMV/MAF Cottage Stantee 204 Desi�NPD 'DP � Grove SANITARY SEWER AND WATERMAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP PLAN & PROFILE - RAVINE PARKWAY ericy Meet zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "h@fe pride and ��,,pSt. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 M< Q3Q a 0'-a opo SANITARY SEWER NOTES: 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. WATER MAIN NOTES: 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEET OF COVER. 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING PASSING TEST RESULTS. SERVICE NOTES: 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. HYDRANT #7 12"X6" TEE 6" GV & BOX RAVINE - WB 15' - 6" DIP WM TNH EL 944.30 MODIFY DRAINAGE STRUCTURE - EX. MH 19 i �1 U-) ` 12" DIP A- N PROP. R/W MODIFY DRAINAGE STRUCTURE >�EX. MH 18 >>->>- - >>->>-> A RAVINE - EB PROP. R/W 0 25' 50' i0 f� 4+75 5+00 ------- 7+00 PROPOSED FINIE HED --------- Cottage � Grove pride and tosP edtY Meet Stantee S35 Paul, SAN 511 W st. Paul, MN sst3PROJ.NO. —ta't—cm SANITARY SEWER AND WATERMAN PLAN & PROFILE - RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 of GROUND PR FILE CHECKED JDP w ,8038,8 ° EXISTING FINIS ED o GROUND PROFILE w 940 940 � a w 15" STORM 0 z '12- D:PWM 930 930 MRINTAIN 24" SEPARATI i0 f� 4+75 5+00 ------- 7+00 8+00 8+25 --------- Cottage � Grove pride and tosP edtY Meet Stantee S35 Paul, SAN 511 W st. Paul, MN sst3PROJ.NO. —ta't—cm SANITARY SEWER AND WATERMAN PLAN & PROFILE - RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 910 205 Desi�NPD 'DP CHECKED JDP APPRovED DRshere ,8038,8 910 i0 f� 4+75 5+00 W N 0� M O 6+00 7+00 8+00 8+25 NO DATE APPR REVISION SURVEY PEW Cottage � Grove pride and tosP edtY Meet Stantee S35 Paul, SAN 511 W st. Paul, MN sst3PROJ.NO. —ta't—cm SANITARY SEWER AND WATERMAN PLAN & PROFILE - RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 DRAWN SMV/MAF 205 Desi�NPD 'DP CHECKED JDP APPRovED DRshere ,8038,8 m55 o=F.a Q3Q a SANITARY SEWER NOTES: 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. WATER MAIN NOTES: 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEET OF COVER. 3.HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING PASSING TEST RESULTS. SERVICE NOTES: 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. 0 2� 25' 50, ON O MODIFY DRAINAGE STRUCTURE EX. MH 17 PROP. R/W RAVINE - WB HYDRANT #8 MODIFY DRAINAGE STRUCTURE 12"X6" TEE EX. MH 16 6" GV & BOX 15'-6"DIP WM TNH EL 942.50 — — y 380 V 12" DIP 180 7 7 � RAVINE - EB PROP. R/W A O� O vj � OJ V V V V V V M V M V o6 M o6 m M IN M M 8+25 9+00 10+00 11+00 12+00 13+00 14+00 NO DATE APPR REVISION SURVEY PEW Cottage Stantee � Grove ericy Meet ags Highway 36w "h@fe pride and St. Paul, MN 55113 —taut—c— SANITARY SEWER AND WATERMAN PLAN & PROFILE - RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 u"Ea DRAWN SMV/MAF 206 Desi�NPD 'DP CHECKED JDP °F APPROVED DRS 547 PROF. NO. 1803878 ROPOSED FINISHED EXISTING FINISHED ° GROUND ROFILE GROU D PROFIiEJ a� M 0 - — a w 940 _ 940 15" 5T RM II z 15 STORM DIPWM I I 930 930 �� II II 920 �� �� �� II LI 920 II �� �� II 910 - ---------- ---I �� �� ---------- II II I 910 — — — — — — — — — — — Vr ...326-1 ".PVC @ 0.15°l0 t 29 '-18" PVC @ 0.15%-- O� O vj � OJ V V V V V V M V M V o6 M o6 m M IN M M 8+25 9+00 10+00 11+00 12+00 13+00 14+00 NO DATE APPR REVISION SURVEY PEW Cottage Stantee � Grove ericy Meet ags Highway 36w "h@fe pride and St. Paul, MN 55113 —taut—c— SANITARY SEWER AND WATERMAN PLAN & PROFILE - RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 u"Ea DRAWN SMV/MAF 206 Desi�NPD 'DP CHECKED JDP °F APPROVED DRS 547 PROF. NO. 1803878 m55 o,.x hQ�Q a a Rz� SANITARY SEWER NOTES: 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. WATER MAIN NOTES: 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEET OF COVER. 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING PASSING TEST RESULTS. SERVICE NOTES: 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. 0 25' 50' FY DRAINAGE STRUCTURE EX. MH 1S � M � HYDRANT #11 12"X6" TEE PROP. R/W 6" GV & BOX 23'-6"DIP WM TNH EL 938.80 RAVINE - WB 12" DIP 1is I 12" BV & BOX I O 12" BV & BOX _>>_>>_ b 1 PROP. R/W MODIFY DRAINAGE STRUCTURE EX. MH 14 ' / 1 3g� RAVINE - EB r 12" DIP M II� MAINTAIN 24 SEPARATIO SANIT kRY SEWER CROSSING I_ a')n I I a')n 14+00 15+00 16+00 17+00 NO DATE APPR REVISION SURVEY PEW Cottage Grove pride and ��.spedty Meet Stantee 2335 Highway W St. Paul, MN 55113 —tact—c— SANITARY SEWER AND WATERMAN PLAN & PROFILE - RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 a"�a DRAWN SMV/MAF 207 Desi�NPD 'DP CHECKED JDP OF APPROVED DRShere 547 PROF. NO. 1803878 o=bi O Q .o Aop swo oozo xL 0300 oJ.= aAa? waw o N I SANITARY SEWER NOTES: I I 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. (4) I II MODIFY DRAINAGE STRUCTURE r _______J 1 I EX. MH 12 WATER MAIN NOTES: I I 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 0 25' 50' 1 I INP. R/W 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEETOF COVER. I 12" BV &BOX MODIFY DRAINAGE STRUCTURE I 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. I — V EX. MH 5001 I 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING _ RAVINE - WB 12"x12" CROSS L ^ — 12" BV & BOX PASSING TEST RESULTS. V SERVICE NOTES: 12" DIP 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. MODIFY DRAINAGE STRUCTURE EX. MH 13 L I I I I I e0 I ISI — >��> >—>—>_> V —I 1-1 22 A n �F—> 039>—>0= 23 i CD �.\ a Ln F _ NfN + 12" DIP N ri O - V n 190 V O A I RAVINE - EB n — — — — — — _ n— — — — — — — — — — � I INP. R/W I \ EXISTING FI IISHED C�N� M c� N 'O O O W N O ti O O 6 NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 209 DESIGNED JED Grove SANITARY SEWER AND WATERMAIN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP PLAN & PROFILE - RAVINE PARKWAY erity neer zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here pride and ����� St. Paul, MN 55113 PROF. NO. 1803878 staat°c.3om SAP 180-110-013, SAP 180-020-013 547 � Q N p �.\ a . O - O z f I 0 EXISTING FI IISHED 1 GROUND PROFILE =ate 12" E0IP WMzz�z II x x waw f I I \ " PROP GF OUND PROFILE I I I L p � I� 6„_STORM \ MAINTAIN 24 SEPARAT ON fI jj II __ 196'-p, SANITARY SEWER CROSSI G f -- — - J L 118- — - PVC @287%... _ ---Lq— --4- —.— — — —— _._ _ _._ _ _ _.- - - C�N� M c� N 'O O O W N O ti O O 6 NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 209 DESIGNED JED Grove SANITARY SEWER AND WATERMAIN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP PLAN & PROFILE - RAVINE PARKWAY erity neer zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here pride and ����� St. Paul, MN 55113 PROF. NO. 1803878 staat°c.3om SAP 180-110-013, SAP 180-020-013 547 6 Q .o oop s2t oozo xL 0300 EK 65 o=F.Q o oQQ SANITARY SEWER NOTES: << I I I 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. Z I WATER MAIN NOTES: 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 0 25' 50'RAVINE I 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEET OF COVER. v - WB 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING PASSING TEST RESULTS. v r I �. L_---_._ SERVICE NOTES: REMOVE 12" PLUG W/ 1" COPPER 12" BV & BOX HYDRANT #12 I 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. CONNECT TO EXISTINGWM 12'X6" REDUCER 12" SLEEVE v 6" GV & BOX 12" BV & BOX 8' - 6" DIP WM TNH EL 926.97 I — I V r 8" PIPE PLUG 11 -III I V I F7'T IvT V 12 M V — I EX. 8" PVC v I8" C900 JEFFERY v V I MODIFY DRAINAGE STRUCTURE EX. MH 5001 V CONNECT TO EXISTING MANHOLE (SAN) RAVINE - EB I I _ 8" PVC ------" v 930 o � w 930 GRO J ND PROFILE m m E ISTINGFINISHED x z z z zC ROUND PROFILE w O U 920 ADD INSULATION I I A 15" STORM 920 CONNECTTO EX. 12 DIP WM I� I� 910 910 I 900 _ — — — — — — J CONNECTTO EXISTING MANHOLE(SAN) 900 _ _ ..300'-8".PVC @ 0.40%.... �..I I�I 8 PIPE PLUG—\ ..125'-8 C900 - IPE SEWER @0.90°!0 890 — — 890 0+25 1+00 2+00 3+00 NO DATE APPR REVISION SURVEY PEW Cottage � Grove here pride and �,,,pedtY Meet ® Stantec zags Highway St. Paul, MN 55113 —st—ta .c m SANITARY SEWER AND WATERMAIN PLAN & PROFILE - RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED DRAWN SMV,�.E 210 °°�°"°° '°° CHECKED JED °` APPROVED DRS 547 PROF. NO. 19803878 a 'a= 0 0 I \\-4"X12" TEE Ln 4" GV & BOX N ON+ i N 4" - 45° BEND \\—I \HYDRANT #14 HYDRANT #13 ` INP. R/W 12"X6" TEE 12"X6" TEE > - 6" GV &BOX 6" GV & BOX 16'-6"DIP WM MODIFY DRAINAGESTRUCTURE >—>�,�>�' > 16'-6"DIPWM TNH EL 911.20 TNH EL 908.70 EX. MH 11 771I I 25 I �, ITI I 126 I I7I�gTI I 27 I ITI I 128 I I 4" DIP WM IRRIGATION SEE SHEET 220 FOR PROFILE \ -4" - 45° BEND >�EX.MH10 >—>_,�>—>�'— I 'I 6 I I .I I I I I ITI 29 30 JJ \ 12" DIP V Ln V ro + ON RAVINE - WB I M VAL SANITARY SEWER NOTES: 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. WATER MAIN NOTES: 4" GV & BOX — 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 4" PLUG W/ 1" CORP 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEETOF COVER. 225'- 4" DIP WM IRRIGATION 7 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. N 4" - 90° BEND _ 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING BRING 4" DIPWM TO PASSING TEST RESULTS. SURFACE FOR IRRIGATION SERVICE CONNECTION SERVICE NOTES: J 195 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. 0 25' 50' o _ PROPOSEC FINISHED GROUND FROFILE O o EXISTING FINISHED -1 N m I GROUND PROFILE O O O O O O O^ O^ O W O W O O o O 66 23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+75 NO DATE APPR REVISION SURVEY PEW Cottage � Grove here pride andptosP edty Meet ® Stantec 2335 Highway W St. Paul, MN 55113 —tant—c— SANITARY SEWER AND WATERMAN PLAN & PROFILE - RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED DRAWN SMV/ShO 21 1 DESIGNED 'DP CHECKED JED APPROVED DES 547 PROD. "O. 1803878 o zsso' �> — — � — — INP. R/W hHYDRANT #16 — 12"X6" TEE X /� i 8� GV &BOX 6" GV & BOX — 12" DIP 3I /\J \ 8" - 45o BEND — 15 - 6" DIP WM ___� — / TNH EL 913.10 i g�0 J O + 32�/ Irl�l 131 0 3 I I 405 ' 33 �— I Irl I�I�I�,I I 35 34 \ SANITARY SEWER NOTES: RAVINE 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. WATER MAIN NOTES: 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEETOF COVER. 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING \ PASSING TEST RESULTS. SERVICE NOTES: 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. of rn p.p EXISTING FINISHED = o GROUND PROFILE --....-................-...-....-....-....-....-.....� a-�-....-....-....-....-....-....Z -....-....-....-....-....-....-....-..... .O --....- ................ -...-....-....-....-....-.....X K.X-....-....-....-....-....-....-....-....-....-....-....-..... w a w PROPOSED FINISHED Qi n GROUND PROFILE Qin M � O i0 O MM O OJ O ti O ti O -m fl O M N O m i0 M M� 30+75 31+00 32+00 33+00 34+00 35+00 'R REVISION SURVEY PEW Cottage Stantec Grove k, ,,,pedtY Meet Stas Highway 11 W hese pride andP St. Paul, MN ss t3 1 WWW.Stafltp, c— DRAWN SMV/MAF DESIGNED JDP CHECKED EDP APPROVED DES PROF. NO. 1938038]8 M N W O M W W n M n W 36+00 37+00 38+00 CITY OF COTTAGE GROVE, MN s"EEF SANITARY SEWER AND WATERMAIN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 212 PLAN & PROFILE - RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 mN5 o�.a Q3Q a \ HYDRANT #17 PROP. R/W \ HYDRANT #18 \ — 12"X6" TEE \ 12"X6" TEE 6" GV & BOX INP. R/W — 6" GV & BOX 15'-6"DIP WM 15'-6"DIP WM TNH EL 908.30 TNH EL 911.60 —I410 I Q2 I I�I—�I_ —I —I X41 —I —I —I 40 /•ice 39 — I V 12" DIP .P I 3�9 CD / \ O V N V <<——«—«—«—< 215 << SANITARY SEWER NOTES: 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. E 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. — WATER MAIN NOTES: N GL 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. L� 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEETOF COVER. P L 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. 210 LL� PROP. R/W 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING L/ PASSING TEST RESULTS. 0 25' W. L r , SERVICE NOTES: 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. PROPOSED FINISHE GROUND PROFIC P, OJ n OJ M W OJ p N OJ OJ OJ N OJ O OJ ,`.y N O O� ip O^ i0 O^ of O p i0 O f� W m p i0 m OJ of m 38+00 39+00 40+00 41+00 42+00 43+00 44+00 44+75 REVISION SURVEY PEW Cottage Grove pride and ����� edty Meet ® Stantec 2335 Highway W St. Paul, MN 55113 —taut—c— SANITARY SEWER AND WATERMAIN PLAN &PROFILE -RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED DRAWN SMV/SO 213 DESIGNED °P cnECKE°°P °` APPROVED °RShere 547 PROF. NO. 1803878 SANITARY SEWER NOTES: 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. _ 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. I WATER MAIN NOTES: I 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEET OF COVER. PROP. R/W I RAVINE WB 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING jI _ PASSING TEST RESULTS. HYDRANT #21 SERVICE NOTES: RAVINE EB — 8"X8" TEE 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. 8"X6" REDUCER 6" GV & BOX 8' - 6" DIP WM 12" BV & BOX TNH EL 916.80 J I� � 8" PIPE PLUG 12" DIP 8" DIP A A 82 83 A JOLIETAVE o I 8" PIPE PLUG — I 12"X8" REDUCER 8" GV & BOX Hydrant #20 _ 12"X6" REDUCER 6" GV & BOX 8'- 6" DIP WM TNH EL 917.10 I _ PROP. R/W Z I I 0 25' 50' 1 930 930 PROPOSED FINISHED GROUND PROFILE EXI TING FINISHED 920 GROUND PROFILE 920 z 910 24" STORM 910 30 STORM - g.. n 2" DIPWM 8" DIPWM _ - - _ _ _ _ _ - -....228' -S" PVC SDR26 PIPE SEWER @ 0 %_ _ _ _ _ _ _ _ _ _ ADD 4" INSULATION 900 S" PIPE PLUG Br' PIPE PLUG.. 890 890 1+00 2+00 3+00 3+50 NO DATE APPR REVISION SURVEY PEW Cottage � Grove "here pride andpro,P erity neer 1 ® Stantec zags Highway St. Paul, MN 55113 —.stant—c— SANITARY SEWER AND WATERMAN PLAN & PROFILE - RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP — DRAWN SMV/ShO 215 DESIGNED 'DP CHECKED JED °` APPROVED DRS 547 PROF. NO. 18038,8 o�.< h=Q= ooh= A. 3FO? o a HYDRANT #22 12"X6" TEE 6" GV & BOX 15'-6"DIP WM TNH EL 920.40 I 1,2 ILITI RAVINE - WB SANITARY SEWER NOTES: 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. WATER MAIN NOTES: 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEET OF COVER. 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING PASSING TEST RESULTS. SERVICE NOTES: 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. 225 RAVINE - EB \ HYDRANT #23 12"X6" TEE 6" GV & BOX PROP. R/W 15' - 6" DIP WM TNH EL 918.80 12" DIP PROP. R/W 12" PLUG W/ 1" OORP— -T 15' - 1" COPPER (FOR TESTING) - 80' - 24" STEEL CASING PIPE (JACKED) I WATERMAIN WITHIN CASING MUST HAVE JOINTS RESTRAINED WITH LOCKING GASKETS (INCIDENTAL) n 12" BV & BOX (3)� V V n 12" DIP SEE SHEETS 220 FOR PROFILE 12" PLUG W/ 1" CORP 15' - 1" COPPER (FOR TESTING) I \-12 X 12" CROSS 3 a 3 SHED Q Y HYDRANT #24 12"X6" REDUCER 6" GV & BOX 3 8' - 6" DIPWM 3 � TNH EL 907.25 GROUND PROFILE I 27 12" I A V1 END SAP 180-121-001 RAVINE - EB STA. 228+45.76 KEATS D N (k 25' 50' PROPOSED FI NI SHED GROUND PROFILE EXISTING FINISHED GROUND PROFILE 92( z \ 8Q'�24" STEEL CASING PIPE (JAC �D) -18 STORM 15" STORM ATER AIN WITHIN CASING MUT HAVE JOINTS RESTRAINED WIT 9 1( 12" DIP WM — / LOCKI G GASKETS (INCIDENTA ) MAINTAIN 24 SEPARATION 90( 89( W^ W T\ W W W W W W i2 W .2 W O T\ O '6 O O .moi .Mi O 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 59+25 REVISION SURVEY PEW hO DRAWN slnnnE Cottage ®Stantec CITY OF COTTAGE GROVE, MN SHEET 216 DESIGNED JDP 1 Grove SANITARY SEWER AND WATERMAIN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP erity neer zags Highway PLAN & PROFILE - RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, VN 55113 547 PROF. NO. 18038,8 —tact—c— SAP 180-110-013, SAP 180-020-013 ---------------------------------------------- MILITARY ROAD EX. MH 21 1004 10 --1' —> >- 24 23 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ------ � I I I I 1> II » —� � L 0 25' 50' 22 I I I I I I I I I I I I I I I I I I I I CONNECT EXISTING SANITARY I I I I I I I I I I I SANITARY SEWER NOTES: 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. / 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. WATER MAIN NOTES: 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEETOF COVER. 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING PASSING TEST RESULTS. SERVICE NOTES: 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. MAINTAIN 24" SE RATION) l l 158'-8'' PVC @..59% J� Rin — —_ — — — I.I. 305-18'PVC@0.14%... Rin CONNECTTO EX STING SANITARY SEWER---'—' 180'-12" PVc DR26 PIPESEWER@0.22% // — — — — — — — — — — — CONNECT TO EXISTING MANHOLE(SAN)J O� M m OJ .`.y m .- O . N f� N .-v O M O '� O^ 24+25 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+75 \TE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove erity neer zags Highway 36w "here pride and prose St. Paul, MN 55113 —taut—c— SANITARY SEWER AND WATERMAIN PLAN & PROFILE - MILITARY RD CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/SO 217 DESIGNED 'DP CHECKED JDP °F APPROVED DRS 547 0 �o o Zm PROPOSED zINISHED GROUND PROFILE EXISTING FINISHED o ��� a �mm GROUND PROFILE �'ZZ —. NOO.Oi OJ fZZ — 910 910 — — — w 1 II z � 18" STORM l 1 l 8" -PLUGu? 8.. D P WM ann i W/ 1 CORP I s ann MAINTAIN 24" SE RATION) l l 158'-8'' PVC @..59% J� Rin — —_ — — — I.I. 305-18'PVC@0.14%... Rin CONNECTTO EX STING SANITARY SEWER---'—' 180'-12" PVc DR26 PIPESEWER@0.22% // — — — — — — — — — — — CONNECT TO EXISTING MANHOLE(SAN)J O� M m OJ .`.y m .- O . N f� N .-v O M O '� O^ 24+25 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+75 \TE APPR REVISION SURVEY PEW Cottage ® Stantec � Grove erity neer zags Highway 36w "here pride and prose St. Paul, MN 55113 —taut—c— SANITARY SEWER AND WATERMAIN PLAN & PROFILE - MILITARY RD CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEEP DRAWN SMV/SO 217 DESIGNED 'DP CHECKED JDP °F APPROVED DRS 547 PROF. NO. 1803878 a a= 0 0 SANITARY SEWER NOTES: 1. ALL PVC PIPE SHALL BE SDR 35 OR SDR 26 AS NOTED. 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. \ WATER MAIN NOTES: \ 1. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE. 2. WATER MAIN SHALL HAVE A MINIMUM OR 7.5 FEETOF COVER. 3. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT. 4. ALL 1" COPPER LEADS FROM PLUGS SHALL BE REMOVED FOLLOWING PASSING TEST RESULTS. SERVICE NOTES: 1. ALL WATER SERVICES SHALL BE 1" COPPER UNLESS OTHERWISE NOTED. MODIFY DRAINAGE STRUCTURE — — — EX. MH 6 — — — MODIFY DRAINAGE STRUCTURE EX. MH 4 EX. MH S MILITARY ROAD 1018 1019 1020 1021 1022 1023 1024 1025 >> > >�>—>—> 9 8 7 6 5 A I A I A \� ------------------------ - --.-------�---- - -�- -- 0 25 50' I I I I II I o son Qan m MM . I w N W .O O� O O Nn N N N � N M N M N 9+75 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+25 NO DATE APPR REVISION SURVEY PEW Cottage Grove "here pride andpro,P erity neer 2.2; SANITARY SEWER AND WATERMAN PLAN & PROFILE - MILITARY RD CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED — DRAWN SMV/MAF 219 DESIGNED 'DP CHECKED SDP APPROVED DRS 547 PROD. "O. 1803878 vi va PROPOSED FINISHED EXISTING FINISHED _ a p w z z — — — — — GROUND PROFILE GROUND PROFILE w of w �... — — 920 =1 m a 920 X .waw X II 1I o , — II I I II fI f I o , son Qan m MM . I w N W .O O� O O Nn N N N ; M N N M N M N 9+75 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+25 NO DATE APPR REVISION SURVEY PEW Cottage Grove "here pride andpro,P erity neer ® Stantec zags Hlg nway36w St. Paul, MN 55113 —tant—c— SANITARY SEWER AND WATERMAN PLAN & PROFILE - MILITARY RD CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED — DRAWN SMV/MAF 219 DESIGNED 'DP CHECKED SDP APPROVED DRS 547 PROD. "O. 1803878 aAa= waw o PRO OSUNFINISHED D PROFILE PROPOSED UND PROFILE EXISTING FINISHED GROUND PROFILE a i n 8..STORM \ a i n 12' WMPLUG W/ 1" CORP L12" WM PLUG W/ 1" CORP 0+50 1+00 2+00 3+00 3+50 KEATS AVE - NORTH/SOUTH EXTENSION NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "F� DRAWN SMU/MAF '004 Cottage Stantec 220 DESIGNED '°` � Grove SANITARY SEWER AND WATERMAIN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP PLAN & PROFILE - MILITARY RD edty Meet zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "h@fe pride and ��,,pSt. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 of 0+50 1+00 2+00 3+00 3+50 RAVINE PKWY - IRRIGATION SERVICE EXTENSION PROPOSED UND PROFILE EXISTING FINISHED GROUND PROFILE a i n 8..STORM \ a i n 12' WMPLUG W/ 1" CORP L12" WM PLUG W/ 1" CORP 0+50 1+00 2+00 3+00 3+50 KEATS AVE - NORTH/SOUTH EXTENSION NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "F� DRAWN SMU/MAF '004 Cottage Stantec 220 DESIGNED '°` � Grove SANITARY SEWER AND WATERMAIN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP PLAN & PROFILE - MILITARY RD edty Meet zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "h@fe pride and ��,,pSt. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 'A' < 0 III III I� III nl ul � lu III n ul a I I I I I I ---------------------------------------------------- z III ul - nl ul I� III nl u I II q� III ql III ql III nl III q� III nl BEGIN SAP 180-123-001 65TH - EB STA. 100+68.07 99 100 / 1 EA -CONNECT INTO EXISTING DRAINAGE STRUCTURE Eki 0 4401 1 � I < � � — — — INP — / I 1---------------------------------------------------------------------- ---- ----------------------------- -------------------------------------- A N A A N 104 A A IA A I � N �I, W I I I III I I II I I I 0 25' 50' 1, I ccl�a I 950 � I I I I I I I I I I , I I I I I I I I ---------------------------------------------------- 950 ----- ----------------------------------------------'-000 - 00 O m VM. 940 w 940 930 930 Li 35'-15" RCP @ 0.90 \ I \ NOTES: \\ FOR DRAINAGE TABULATIONS SEE SHEETS 32 - 36 65TH - EB \\ I \ I \ I \ I I I I � I I I I I I I I I I , I I I I I I I I ---------------------------------------------------- II I � ----- ----------------------------------------------'-000 - Ln 00 A + A C) 106 —1 NO I DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 221 DESIGNED 'DP � Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED 65TH STREET erLty neer 2335 Highway W SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS ""i Pride an6""" St. Paul, MN 55113 PROF. 18038,8 1lstaatac.aom SAP 180-110-013, SAP 180-020-013 547 L oREF a Q3Q a oo�= a a < 0 I I I I i I � I I -( INP. R/W � I n I --------------------------- -----, ----------------------------- ---I L 1 EA -CONNECT TO EXISTING DRAINAGE STRUCTURE — 4001 1 EA- RECONSTRUCT DRAINAGE STRUCTURE 1 EA - CASTING ASSEMBLY 00 —«—«- 0 —1 107 1 N (k 65TH - EB 0 25' 50' I II PROP. R/W 410$ SEE SHEETS 249 FOR MORE tO6INFORMATION 4107 >4109- I I I I — — — — — — 4102 A 1 EA - CONNECT TO EXISTING STORM SEWER 4105 110 111 112 IN N I I I INP. R/W I I I I II NOTES: I I I FOR DRAINAGE TABULATIONS SEE SHEETS 32 - 36 I I 1000 0 4" PVC PIPE DRAIN. PIPE SHALL BE PLACED 20' IN EACH DIRECTION UNDERTHE BACK OF CURB AT LOW POINTS. I I I © ADJUST FRAME AND RING CASTING r712 \ O213 r 314 + 114 ri � r 14104 4103 M — I I o II I 980 1000 0 0 1000 100( -9aa 0+50 1+00 1+50 0+50 1+00 1+50 2+00 1+00 0+50 0+50 1+00 2+00 3+00 3+50 NO DATE APPR REVISION SURVEYPEW Cottage � Grove erity neer here Stantee zags Highway DRAINAGE PLAN &PROFILE 65TH STREET CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 "�� DRAWN SMU/MAF AWN 222 DESIGNED '°` CHECKED JDP °F W3�.... Z -... Zcn w� Pride and""" St. Paul, MN 55113 staat°c.3— 2t�/I >j 547 PROF. NO. ,803878 Z...... O fz f� .-v Oi N O p - O M M M N O to _ to to to ^ -o V V VON (V io tb to f� f� f� O LQ .-v W O M Oi OJ +-oi to o6 f� [n O M Oi mm _ + OJ OJ mm r, .-v .moi O +.mm OJ M +-�m t ') .-v .-v +.OJ.Q�AJ.. + W ;J m !' FP Oi Oi V m m m +.m.� nf� - O N , -mom - + - f�f�f�f� V + 0i 0i 0i nm + WOJ ul,t � . �� to p¢g» o¢�> `-'mm �.-� o¢�> O�O� ^.-vmmm o¢�>> to O<�>>. N o¢�»> N�mm� .+i �� ¢�> .+i .-v- o¢ mmmm »» EXIS NG FINISHED N o¢ N- m ��� »> M Oa�> Mmm w » �Z Z > Z .-.a �> :2 -' F..z Z .-.F..z -�F ••z -� F••zz vc~iI KZZ -v F..z zz -�F..z .-. F Z>>>-vF..z N �� GROUND PROFILE H 970 970 990 990 990 990 990 990 PROPOSED FINISHED PROFILE r i 960 960 980 980 980 �Q� RCA a 31,_ 5„ RCP - - - 980 980 - o 980 @(.50% RC 5'-15' RCP - 32 15"_ RCP - L=— 7q.15" 7-15 RCP @ 0.50% - 12" WM.. @ 0.50%I - =..i t--- RCP @ %. . 2 @0.-70% 42-15RCP@090% 1001-15 1� WM V..... -. 16 RAW WM -. - -... 16"RAW WM...... 16U �� yyyy�� W 0+50 1+00 1+50 0+50 1+00 1+50 2+00 1+00 0+50 0+50 1+00 2+00 3+00 3+50 NO DATE APPR REVISION SURVEYPEW Cottage � Grove erity neer here Stantee zags Highway DRAINAGE PLAN &PROFILE 65TH STREET CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 "�� DRAWN SMU/MAF AWN 222 DESIGNED '°` CHECKED JDP °F APPROVED DRS Pride and""" St. Paul, MN 55113 staat°c.3— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. ,803878 0 Lf) O ri ri M .ti 01 01 01 01 ^O 25-15" RCP... A7n Cal 0.50% A7n 960 10+50 10+00 9+00 8+00 7+00 NO DATE APPR REVISION SURVEY PEW 960 Stantee CITY OF COTTAGE GROVE MN u"Ea 223 DRAWN SMV/MAF Desi�NPD 'DP � Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS .-� CHECKED JDP OJ ericy Meet "h@fe ags Highway 36w M N SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 m m 01 01 01 01 N M 01 28'-15" RCP @0.50% E,En En En _ - - PROPOSED FINISHED ti o En En -m NOJNN mi'll' ..GROUND PROFILEmm mrn.INn v pm, +.Wr, N WV NN M nr, Oi 0i 0101 01010101 - - +r�r'nn +Nn -10.10 mmmmmN n 0101 0101 � z N < z z EXISTING FINISHED a 2:> > >o a r > > > - GROUND PROFILE 58'-15" IRCIP @ 0.50% 1T-15 RCP @Y.28% p 6" WM O ,.,,. n I all urtrn......... 88'-14'. RCP @ 0.50%.... y9. -18" -RCP.. @ 0.78°/0.. .-v O� n ' i .-v O� M O6 i0 � y i0 m O1 ; y N 6 O .y W 0� t. OJ t OJ V ri IN M P':01 W 01 W 01 m 01 m 01 m 01 m 01 m 0+50 1+00 1+75 10+50 10+00 9+00 8+00 7+00 NO DATE APPR REVISION SURVEY PEW Cottage Stantee CITY OF COTTAGE GROVE MN u"Ea 223 DRAWN SMV/MAF Desi�NPD 'DP � Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP ericy Meet "h@fe ags Highway 36w 65TH STREET SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 o=bi 'Ao„ waw _opo ED op op - in 00 N ri N (t o 25' 50' ------------------------------------------ ------------------------------------------------------------------------------------------------- O — — — —F — — —F— I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NO WORK ON CURRENT PAGE SHOWN ONLY FOR SURFACE DRAINAGE NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 225 DESIGNED '°` � DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP Grove erity neer 2335 Highway 36 W 65TH STREET SAP 180-121-001, SAP 180-123-001 APPROVED DRS ""i Pride a°F n6""" St. Paul, MN 55113 PROF. NO. 18038,8 1 1 —taut—c— SAP 180-110-013, SAP 180-020-013 547 aA, I I I II I I SEE SHEETS 249 FOR MORE I I I INFORMATION I I ^ III II I I III —III ? I 410 41 SEE SHEETS 222 FOR MORE INFORMATION I I III " III 1 3» 4105 I I III III I I I III III n PROP. R/W I I III rn^ I III INP. R/W n I I III I IDEAL = M I ,u " -----------------------------i i — — — — — — —41 8 �1 � — — — — — — 4107 — — — — _� — A Mm 10113—IIII- - 14 V T V 15 V 16 v 4106 I _ T--------------------------- AI — — — — — — — 410 — — — — — — 4109 - -1 " 13 �7 `% >—>—>—>—>,—� —> — ------ I T -iii i I I r -------T-------------- I I- I Z I iii Ij I — I I I I I " 0 25' 50' 1 I I i I I I - — — — — — -- NO WORK ON CURRENT PAGE SHOWN ONLY FOR SURFACE DRAINAGE NO DATE I A°PR REVISION SURVEY SW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 226 DESIGNED JED Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP IDEAL AVENUE erity neer 2335 Hlg nway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here pride and ����� St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 o.Q �¢QQ aAa V SEE SHEET 229 FOR MORE v JAMAICA - SB INFORMATION r BEGIN SAP 180-110-013 IVI v JAMAICA - NB I SEE SHEETS 229 FOR MORE STA. 601+24.84 INP — — — — — — — — — — — — — — — — — — — — — — INFORMATION v 4418 - ----------------------------------------------------------------------- ------ — — -- __ ------------------- --- ---_ — -- —_----------- n � 701 702 703 704 n 705 706 — v 70 O in ----------- --K + V M M n V v — — 601 602 603 604 1 605 606v 607 A A 77V 4424 V � «� I I L I INP. R/W I V V rn z I Z JAMAICA - NB I W W 0 25' 50' ILL 4#21 I l NO WORK ON CURRENT PAGE SHOWN ONLY FOR SURFACE DRAINAGE NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN a"Fa DRAWN SMV/MAF Cottage Stantec 227 DFsi�NFD 'DP Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP JAMAICA AVENUE erity neer zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS here pride andpro,P St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 O Lf) M NO WORK ON CURRENT PAGE SHOWN ONLY FOR SURFACE DRAINAGE (��)z 0 25' 50' NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 228 Desi�NPD 'DP � Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP JAMAICA AVENUE er)ty neer 2335 Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 0 II v II R/W II� v RAVINE - WB BEGIN SAP 180-121-001 RAVINE - 1+E .9STA. 70326 II BJ I _ II II v II v II I I INSTALL 36" PLUG �I N (1) 25' 50' 28'- 5" RCP - 32'-15" RCP 26-15 RCP.. @ .50% 2' 0.50% @ 0.50% 0. 20'150C @05-11R . 41-11 77-151" .% @ 0.50% 4420 N 0+00 26+00 0J 25+00 Zw Zcn NO DATE APPR REVISION SURVEY PEW 1 � zcwi� �cwi�.. zcn �-zw-- u"ra 940 229 n n OF APPROVED DRS 940 PROF. NO. 1803878 .. 'V.t- OW OMtiJ Iti, M M NV +,-M+.OM 11; 0� 0?c1 -O0 .O}OQn,MOOO O0J 0 MiMti0 MNmO OO „OOO + 940 mm mm w..... PROPOSED K.. z z v .. v F .. z z.. cn K.. .. v F _.. Z z-- v F v cn K.. .. v cn z' z >. >.>. .. v F Z Z Z + n 940 28'- 5" RCP - 32'-15" RCP 26-15 RCP.. @ .50% 2' 0.50% @ 0.50% 0. 20'150C @05-11R . 41-11 77-151" .% @ 0.50% 4420 139'-36" RCP @ 0.90_% 1111 — .....172'-36"-RCP@0.40a O O W 2+50 2+00 1+00 N 0+00 26+00 0J 25+00 24+00 o6 O M M M '6 M f< 22+00 21+75 NO DATE APPR REVISION SURVEY PEW 1 Cottage Grove "here Pride an6""" erity neer 1 Stantec zags Hlg nway36w St. Paul, MN 55113 —taut—c— DRAINAGE PLAN &PROFILE RAVINE PARKWAY x/23+00 CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 u"ra DRAWN SMU/MAF 229 DESIGNEDJED CHECKED JDP OF APPROVED DRS 547 PROF. NO. 1803878 M M 940 w..... PROPOSED FINISHED zw + n 940 N V moo N00 D 0J iO M ip M K .. ... n �° EXISTING FINISHEDM °J O O' GROUND PROFILE a �> > >> i — - i � 930 PC- \ _ i ` 930 8'. wm 139'-36" RCP @ 0.90_% 1111 — .....172'-36"-RCP@0.40a O O W 2+50 2+00 1+00 N 0+00 26+00 0J 25+00 24+00 o6 O M M M '6 M f< 22+00 21+75 NO DATE APPR REVISION SURVEY PEW 1 Cottage Grove "here Pride an6""" erity neer 1 Stantec zags Hlg nway36w St. Paul, MN 55113 —taut—c— DRAINAGE PLAN &PROFILE RAVINE PARKWAY x/23+00 CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 u"ra DRAWN SMU/MAF 229 DESIGNEDJED CHECKED JDP OF APPROVED DRS 547 PROF. NO. 1803878 aAa waw _opo 0 25' 50' NOTES: FOR DRAINAGE TABULATIONS SEE SHEETS 32 - 36 ` SEE SHEET 250 FOR MORE INFORMATION PROP. R/W ]RAVINE - WB 4426 A >> ® 4414 4413 PROP. R/W z O n M ,.y 21+00 PROPOSED FINISHED 2+00 W ^ OJ N Lm 1+00 0+50 NO DATE APPR REVISION SURVEY Pew Cottage � Grove pride and ��,,pedty Meet GROUND PROFILE CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 u"Ea DRAWN SMV/MAF 230 DESIGNED '°` Z ..EXISTING FI Np PROF. NO. 1803878 z.m E�M GROUND PROFILE >>> °MM +. M.M. 39'-15" RCP -@ 0.50% 061 In N In Q N Q N Q> tiM.^i. M..f�i �-- "-Z Z UI 2'.. .. - - V �— V UI "Z 2'.. Z - .._ - V er-� 2'.. F 940 _ 940 RCP 23'-15" RCP @ 1.14% _ @_0.40% 20'-15" RCP - - - - - - @ 0.40% - - 0 930 � � 930 G 3 920 ..........120'-36" . RCP 0.40%......... 920 NOTES: FOR DRAINAGE TABULATIONS SEE SHEETS 32 - 36 ` SEE SHEET 250 FOR MORE INFORMATION PROP. R/W ]RAVINE - WB 4426 A >> ® 4414 4413 PROP. R/W f� � m W M 0+50 1+00 z O n M ,.y 21+00 PROPOSED FINISHED 2+00 W ^ OJ N Lm 1+00 0+50 NO DATE APPR REVISION SURVEY Pew Cottage � Grove pride and ��,,pedty Meet GROUND PROFILE CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 u"Ea DRAWN SMV/MAF 230 DESIGNED '°` Z ..EXISTING FI ISHEDiD PROF. NO. 1803878 z.m E�M GROUND PROFILE >>> °MM 39'-15" RCP -@ 0.50% 061 0� c� 0� >> F i....... 0 � ..........120'-36" . RCP 0.40%......... 153'-36" IRCIP @ 0.40% f� � m W M 0+50 1+00 z O n M ,.y 21+00 w W N n� M 19+00 2+00 W ^ OJ N Lm 1+00 0+50 NO DATE APPR REVISION SURVEY Pew Cottage � Grove pride and ��,,pedty Meet Stantee zags Highway St. Paul, MN 55113 —taut—c— DRAINAGE PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 u"Ea DRAWN SMV/MAF 230 DESIGNED '°` CHECKED JDP OF APPROVED DRShere 547 PROF. NO. 1803878 >>> 39'-15" RCP -@ 0.50% f� � m W M 0+50 1+00 to to N M 2+00 2+13 22+00 O n M ,.y 21+00 to to N M 20+00 W N n� M 19+00 2+00 W ^ OJ N Lm 1+00 0+50 NO DATE APPR REVISION SURVEY Pew Cottage � Grove pride and ��,,pedty Meet Stantee zags Highway St. Paul, MN 55113 —taut—c— DRAINAGE PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 u"Ea DRAWN SMV/MAF 230 DESIGNED '°` CHECKED JDP OF APPROVED DRShere 547 PROF. NO. 1803878 a 3Fa waw o 2� 0 25' 50' 950 950 PROPOSED FINISHED - m M EXISTING FINISHED GROUND PROFILE �M.. Mvv N vrn Mrn GROUND PROFILE z z mm In V V + In LD In M .moi .moi M. + Z.ZZ.. 940 -vc~iIKZ. 940 930 930 920 1 920 11 5-36"_RCP @ 0.40%...... 16-36"_RCP @ 0.40% 384'-36" IRCP @0.90%..... 910 910 M M M M M M M M M M M M M M N N o� w o6 '6 19+00 18+00 17+00 16+00 15+00 14+00 13+00 REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN SHEET DRAWN SMV/SO Cottage ® Stantec DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 231 DESIGNED 'DP � Grove CHECKED JDP edty Meet Stas W RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 OF APPROVED DRshere pride and ptosP Paul, St. Paul, MN ss t3 SAN 511 547 PROF. NO. ,8038,8 —tali—c m SAP 180-110-013, SAP 180-020-013 SEE SHEET 250 FOR MORE INFORMATION 4435 i0xi"I«�:� � I -� „ » „12 �Oo \\ r JA= RAVINE - WB PROP. R/W 4438 r 3S5 r 4409 PROP. R/W o RAVINE - EB �OTES: / FOR DRAINAGE TABULATIONS SEE SHEETS 32 - 36 0 25' 50' AO 4" PVC DRAIN. PIPE SHALL BE PLACED 20' IN EACH DIRECTION UNDER THE BACK OF CURB AT THE LOW POINTS _ 40'-15" RCP_/ ...19'-15" RCP20'-15 RCP @0. % @0 % - @0.40% -- -- - - -- -- D lZ^yyM ...237.36„-RCP@0.90%............... -....- O ..............-....-....-...-....-....-...-....-....--135"-6"RCP@0.40% -... N O to OJ M N OJ i0 i0 r. � M � m M O uj OJ uj to � ' � 13+25 13+00 12+00 11+00 10+00 9+75 0+50 1+00 2+00 NO DATE APPR REVISION SURVEY PEW � Grove pride aCottage Stantee ericy Meet ags Highway 36w "h@fe nd ,,,,pSt. Paul, MN 55113 —tact—c— DRAINAGE PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 "�� DRAWN SMU/MAF 232 DESIGNED '°` CHECKED JDP °F APPROVED DRS 547 PROF. NO. 1803878 z� zc�i� zz PROPOSED FINISHE w v rn m m O-tV DJ 07 p'OJ-W IXi- M NOOM-cD ............. GROUND PROFILE -....-.... zZ.u-'..-....-... -....-....-... o.�no +MM v.�no,6 +MNN "Ui.66 +MNN °r�'viri_o^;_ m m m to .-v +uic;6ri Oi fT- fT-cl EXISTING FINISHED NOJMOJ�> h v r v - v F Z v F z 2 � z z Q¢ m> -....- -... -.. ..GROUND ROFILf....-.... M. N...-....-... .............. v m m �.. ...... v z.z 940 o »> _ _ 940 940 — — 940 40'-15" RCP_/ ...19'-15" RCP20'-15 RCP @0. % @0 % - @0.40% -- -- - - -- -- D lZ^yyM ...237.36„-RCP@0.90%............... -....- O ..............-....-....-...-....-....-...-....-....--135"-6"RCP@0.40% -... N O to OJ M N OJ i0 i0 r. � M � m M O uj OJ uj to � ' � 13+25 13+00 12+00 11+00 10+00 9+75 0+50 1+00 2+00 NO DATE APPR REVISION SURVEY PEW � Grove pride aCottage Stantee ericy Meet ags Highway 36w "h@fe nd ,,,,pSt. Paul, MN 55113 —tact—c— DRAINAGE PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 "�� DRAWN SMU/MAF 232 DESIGNED '°` CHECKED JDP °F APPROVED DRS 547 PROF. NO. 1803878 o=F.< h=Q= a3Fa waw 0 N (k 0 25 50' I � I I I ir ------------ RAVINE - WB J I I SEE SHEET 250 FOR MORE 1 _ INFORMATION, TY P. O N » — 9 4408 » — >> — >> ^ ^ I � I I I I I ; AD IN— P. WW 42 1 4443 — 4447 — II V SEE SHEET 250 FOR MORE V INFORMATION 444144-\ z w >>—>—> I I I >—>_>—>— I I I N V — > > o � 0—=i-1-1—I—I 4 ^ u, — N 4445 IrN 4439 MM v — 4444190 PROFILE v N I 4407 N �I >> 4406 930 4405 — I — — — t— I I � INP. R/W I NOTES: In In Mln f RAVINE - EB II� III II I I FOR DRAINAGE TABULATIONS SEE SHEETS 32 - 36 jl— III I OA 4" PVC PIPE DRAIN. PIPE SHALL BE PLACED 20' IN EACH DIRECTION UNDERTHE BACK OF CURB AT LOW POINTS. PROPOSED FINISHED MM GROUND PROFILE 930 —' In In Mln f 930 -mow — ...N rnrn rnrn EXISTING FINISHED — vF.. Q>» GROUND PROFILE zw 0 OC� C� OJ OJ OJ OJ r� `.� -� In 01010101 Z.Z.Z. \ 920 920 0 12 WM O�NN ..172'-36"_RCP-@0.90%... \ M 01 01 910 F z z........ 9 10 \ ..159.36 RCP n°4. 900 900 895 ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ... 895 1 01 OJ 01 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+002+90 2 REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN SHEET DRAWN SMV,�F Cottage ® Stantec DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 233 °Esl�"E° '°P � Grove CHECKED J°P edty Meet 2335 Rlgnway33w RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 OF APPROVED °RShere pride and ,,,,p St. Paul, MN 55113 547 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 aAa= waw o 4404 20 CY CL. 3 RIP RAP \ 4403 A 1 4402 25 CY CL. 3 RIP RAP \ RAVINE - EB \v INP. R/W \, ,\\ , 4501 25 CY CL. 3 RIP RAP 0 25' 50' WEST POND NWL - 899.00 NOTES: FOR DRAINAGE TABULATIONS SEE SHEETS 32 - 36 OA 4" PVC PIPE DRAIN. PIPE SHALL BE PLACED 20' IN EACH DIRECTION UNDERTHE BACK OF CURBATTHE LOW I .ti ti to ^ In O to O W 6 to In I M to In N - N f� W O OJ ^ N to - M .moi f� M ,r'y M W to ' to W z m pj O� f� ^ O N N O� O O vj vj MO vj O z f� NO f� o6 00 m O O O o6 O OJ OJ OJ OJ O� O� -... . O� O� O� O� 3+00 2+00 1+00 0+50 1+00 2+00 3+00 4+00 5+00 �NMM- NO DATE APPR REVISION SURVEY SEW .v Cottage � Grove �,,,p erity neer "here Stantee zags Highway DRAINAGE PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 3HE� — DRAWN SMU/MAF f� i0 (V-tVN- CHECKED JDP °` Gln Oi Oi APPROVED DRS �� pride and St. Paul, VN 55113 —tact—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 N O� OJ OJ O� OJ OJ moo 0000 ain vF..az.. ��� vF...Zz._�z-zz- ��� PROPOSED FINISHED �.EE. Q1n WEST POND NWL - 899.00 NOTES: FOR DRAINAGE TABULATIONS SEE SHEETS 32 - 36 OA 4" PVC PIPE DRAIN. PIPE SHALL BE PLACED 20' IN EACH DIRECTION UNDERTHE BACK OF CURBATTHE LOW I Oi ip `-' i0 .ti ti to ^ In O to O W 6 to In I M to In N - N f� W O OJ ^ N to - M .moi f� M ,r'y M W to ' to W z m pj O� f� ^ O N N O� O O vj vj MO vj O z f� NO f� o6 00 m O O O o6 O OJ OJ OJ OJ O� O� -... . O� O� O� O� 3+00 2+00 1+00 0+50 1+00 2+00 3+00 4+00 5+00 5+75 NO DATE APPR REVISION SURVEY SEW Cottage � Grove �,,,p erity neer "here Stantee zags Highway DRAINAGE PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 3HE� — DRAWN SMU/MAF 234 DESIGNED '°` CHECKED JDP °` APPROVED DRS pride and St. Paul, VN 55113 —tact—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 z z PROPOSED FINISHED z GROUND PROFILE v n v m 910NN MM 910 M rnm p a + �rn rnrn EXISTING FINISH D rn am mm GROUND PROFI E 900 --203'-1"RCP@1.18%--- ----�-� 900 .....189 -21" RCP -@ 0.80%....... - .... - ... . 59'-36"RCP-@0.4)% 11 -....-.... Oi ip `-' i0 .ti ti to ^ In O to O W 6 to In I M to In N - N f� W O OJ ^ N to - M .moi f� M ,r'y M W to ' to W m m O� O� m pj O� f� ^ O N N O� O O vj vj MO vj O '6 '6 O f� NO f� o6 00 m O O O o6 O OJ OJ OJ OJ O� O� O� o O� O� O� O� O� 3+00 2+00 1+00 0+50 1+00 2+00 3+00 4+00 5+00 5+75 NO DATE APPR REVISION SURVEY SEW Cottage � Grove �,,,p erity neer "here Stantee zags Highway DRAINAGE PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 3HE� — DRAWN SMU/MAF 234 DESIGNED '°` CHECKED JDP °` APPROVED DRS pride and St. Paul, VN 55113 —tact—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 O 0 At set 'oH� a� m6; o�.a h Q�Q a a'a waw o N 0 25' 50' 10 �O N Q k a �O foo N 0 SEE SHEET 247 FOR MORE INFORMATION NOTES: /L 17.5 CY CL. 3 RIP RAP RAVINE - EB FOR DRAINAGE TABULATIONS SEE SHEETS 32 - 36 4912 17.5 CY CL. 3 RIP RAP492��� 930 930 920 920 910 w 910 o v UI K Z 900 „ CP @'." %d 900 i 890 890 OJ O M N O� m 01 01 01 0+50 1+00 1+75 �/ NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF Cottage Stantee 235 — DESIGNED 'DP � Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY edty Meet Stas Paul, SAN 511 W SAP 180-121-001, SAP 180-123-001 APPROVED DRshere pride andptosP St. Paul, MN ss 13 PROJ.NO. 193803878—ta't—c— SAP 180-110-013, SAP 180-020-013 547 a 3Fa waw o \' A) 0 25' 930 930 920 920 Z w �Z w w z� O.o.o. Im TD mm +n_ molo,X + N N m' mm M m mm +.�O FT PROPOSED FINISHED o ¢ >> o ¢>> ROUND PROFILE zz �zz 910 910 EX STING FINISHED ROUND PROFILE 171'-18"RCP @0,970 900 2E 7-15"aca@0.77ai I 900 --------_----_ --- __--_-- _-__--_---36"'11—.— 1A .142'-36 RCP@0. — — _ _ — — — _ — @ 0.40%........... 890 890 Oi O Oi m O O m O IN m mm U! OJ O m OJ O Oi O m O m '6 O ^ m O OJ ^ m ^ O m O m m ui O m m ui m O m u O O '6 O mm O 0+00 7+00 1+00 2+00 3+00 4+00 5+00 6+00 REVISION SURVEY PEW Cottage ® Stantec CITY OF COTTAGE GROVE, MN SHEET 236 DRAWN SMV/ShO DESIGNED 'DP � Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP erity neer zags Highway RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride a,',,,,,p St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 O Q .O haw oop swo oozo a2 0aR0 m55 o=F.a hQ�Q a a Aao waw o 0 50' /-t - - - I A - - 95,-15" RcpI 0 1.13%...... . O to O to f� f� O W O OJ Oi Oi O O GROUND PROFILE M M O O O O O O O O MM 6+75 7+00 .moi 8+00 9+00 w 11+00 0+50 1+00 2+00 2+25 NO DATE APPR REVISION SURVEY PEW Cottage � Grove ""i �,,,p erity neer Stantee zags Highway 36w DRAINAGE PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 "�� DRAWN SMU/MAF 237 DESIGNED '°` CHECKED JDP OF APPROVED DES V M PRO OSED. FINISHED...DD F �� SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 18038,8 mm GROUND PROFILE °M+c6 co co .-a O Q > > M •• •• g Qin oar>> Qin /-t - - - I A - - 95,-15" RcpI 0 1.13%...... . O to O to f� f� O W O OJ Oi Oi O O O O M M O O O O O O O O MM 6+75 7+00 .moi 8+00 9+00 10+00 11+00 0+50 1+00 2+00 2+25 NO DATE APPR REVISION SURVEY PEW Cottage � Grove ""i �,,,p erity neer Stantee zags Highway 36w DRAINAGE PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 "�� DRAWN SMU/MAF 237 DESIGNED '°` CHECKED JDP OF APPROVED DES V M St. Paul, MN 55113 —taut—c— W F Z SAP 180-110-013, SAP 180-020-013 /-t - - - I A - - 95,-15" RcpI 0 1.13%...... . O to O to f� f� O W O OJ Oi Oi O O O O M M O O O O O O O O 6+75 7+00 8+00 9+00 10+00 11+00 0+50 1+00 2+00 2+25 NO DATE APPR REVISION SURVEY PEW Cottage � Grove ""i �,,,p erity neer Stantee zags Highway 36w DRAINAGE PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 "�� DRAWN SMU/MAF 237 DESIGNED '°` CHECKED JDP OF APPROVED DES pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 18038,8 o3Fo waw o 0 Ln N + Ln N N (1) 25' I SEE SHEET 251 FOR MORE INFORMATION SEE SHEETS 251 FIOR MORE—\ INFORMATION =- 50' 50' 1 RAVINE - WB 4827 4 PROP. R/W I I I I 1 4821 I M 482bIIt1IIIIII�I VIII I♦SII °' I- 415 T V 4819 T I N I 4809 i 3 NOTES: FOR DRAINAGE TABULATIONS SEE SHEETS 32 - 36 4810 4826 2k— RAVINE - EB --SEE SHEET 250 FOR MORE INFORMATION 4811 4812 -I I I I 420 M - M o M PR POSED FINISHED oM _.... __.. __. a,mma m N.iovv GROUND PROFILE + In.OJ .fes f� + ip f� fes. _. .EXISTING FINISHED Oi Oi Qi Oi >Zz> .Ni Oi Oi Oi 0 920 0 910 200'-30" RCP @ 0 40°!a _ _ _ 81-15" RCP @ 0.40%...... . ..289'-36"RCP @075%. -12".WM 0 ___� __ _ __ __ _ _ __ __ __ __ __ __ __ __ __ _ _ _ __ __ __ _ __ __ __ 900 0 890 O ti O ,.y O ti O ti O ti O ti O ti 16+00 17+00 18+00 18+25 11+00 12+00 13+00 14+00 15+00 TE APPR REVISION SURVEY PEW SMU/MAF Cottage Stantec CITY OF COTTAGE GROVE MN "F� 238 DRAWN DFsi�NFD '°` DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS � Grove °` CHECKED JDP edty neer zags Highway 36w RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 APPROVED DRS "here pride and prose St. Paul, MN 55113 547 PROF. NO. 18038,8 —taut—c— SAP 180-110-013, SAP 180-020-013 A. oo waw o V nI I, SEE SHEETS 244 FOR MORE A INFORMATION,TYR 4962 N (k D 25' SD' scin I. I I END SAP 180-121-001 RAVINE- EB STA. 228+45.76 II IV I I Iv I I 930 I I Iv I 27 I V nI I, SEE SHEETS 244 FOR MORE A INFORMATION,TYR 4962 N (k D 25' SD' scin 930 0 0 PROPOSED FM SHED Z�. Z �. + GROUND PROFILE .............. _.. zn BUS ING FINISHED N N__ - - - + GROUND mm Nmmm 920920 __.._ _.. ~.. V M 2'Z Z V M �titi V �titi 910 910 28' -15" -RCP �8-15.�,' RCPZU-15".RCP ' 21 15 RCP@090%.... @ 0.90%@ _ @ 0.90% 253'-15". RCP .@ 0.40% _ _ \�°/u ,� 12" W 900 900 890 890 OJ OJ O� O� N OJ i0 O i0 M OJ O n W W ,moi W ,moi W .moi n ,moi to ti p_ p i m 18+00 19+00 20+00 21+00 22+00 23+00 24+00 2244+/25 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN a"Fa — DRAWN SMV/MAF Cottage Stantec DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 239 DESIGNED 'DP � Grove CHECKED JDP ericy Meet ags Highway 36w RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "h@fe pride and �,,,p St. Paul, MN 55113 547 PROF. NO. 1803878 —tant—c— SAP 180-110-013, SAP 180-020-013 aAa? waw o z PROPOSE FINISHED vN > �z oioiGROI-1JD PROFILE n EXISTIJNEPRAOFILE GROU ann ann RZIP @ O.S2° o 50' OJ 0+00 1+00 2+00 3+00 0+50 c6 1+00 IN c6 O O O� � m 2+00 2+25 NO DATE APPR REVISION SURVEY PEW Cottage � Grove erity neer "here Pride an6""" Stantee zags Highway 36w St. Paul, MN 55113 —taut—c— DRAINAGE PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 "�� DRAWN SMU/MAF 240 DESIGNED '°` CHECKED JDP °F APPROVED DRS 547 PROF. NO. 18038,8 'A' 0 0 \ \ 4902 SEE SHEETS 246 FOR MORE \ �\ >> INFORMATION o� / — — 0 25' 50' '� -4 >> ,.,�� 4901 INP. R/W \ 17.5 CY CL. 3 RIP RAP M°' \ 47031 4p 0 4704 3I—I--I—I—ISI—I—ISI p+0i 405 O \ RAVINE - \ � FOR DRAINAGE SEE SHEETS 32 - 36 930 930 920 PROPOS D FINISHED 920 w _ n EXISTING FINISHED o� o ¢�> GROUND PROFILE 910 910 241 15 RCP .@ 110°!0... 900 900 890 -- -- -- -- -- -- 890 0 j W ti 0 j W pj W n ^ n ^ to '6 to '6 to uj 6+50 6+00 5+00 4+00 3+00 NO DATE APPR REVISION SURVEY PEW Cottage ® Stantec CITY OF COTTAGE GROVE, MN SHED 241 DRAWN SMV/ShO DESIGNED 'DP � Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED ericy Meet ags Highway 36w RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °F APPROVED DES here pride and ptosP St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 a')n PROPOSED FINISHED a')n - —L — -- — — — -516 �1S'RCP — j/ - @216% ann .q' -;s" RCF 01.3% ann M M ti N phi OJ OJ OJ OJ IN W M W IN M W W O O O O O O mm O O m m W 3+00 2+00 1+00 0+50 0+50 1+00 2+00 2+45 NO DATE APPR REVISION SURVEY PEW Cottage � Grove ����� edty neer "here Stantee zags Highway DRAINAGE PLAN &PROFILE RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 u"ra - DRAWN SMV/MAF 242 DESIGNED 'DP CHECKED JDP °` APPROVED DRS pride and St. Paul, MN 55113 11.staat—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 aAa waw _opo BEGIN SAP 180-021 K STA. 501+! KEATS ------------------------------ ------------------------------ 500 501 C7 — — — UIN— — — Z 0 25' 50' 950 950 940 940 930 930 M O ' MO ti N (V 920 oa 920 38''1 910 910 0 iLr) C) 0 iLr) NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 243 Desi�NPD 'DP � Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KEATS AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 C) Lf) C) O Lf) ��z 0 25' 50' 931 920 910 m 890 N 510 I � I I I 1 I I I I L------- ------------------------------ ----------------- L N ---------------- L N N -------------------------------- I NP. -------------------------------INP. R/W OJ N `INP. R/W ---� I I I r TE 30 94( 920 930 910 920 900 910 940 930 920 910 900 T 3+30 3+00 2+00 1+00 0+50 +nn t+00 ir,m NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "F� DRAWN SMU/MAF pride aCottage Stantec 244 DESIGNED '°` Grove CHECKED SDP DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS KEATS AVENUE SAP 180-121-001, SAP 180-123-001 ericy Meet 2335 Highway W °` APPROVED DRS �h@fe nd ����� St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 N O n 511 512 M .i Ln N OJ N `INP. R/W ---� I I I r TE 30 94( 920 930 910 920 900 910 940 930 920 910 900 T 3+30 3+00 2+00 1+00 0+50 +nn t+00 ir,m NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "F� DRAWN SMU/MAF pride aCottage Stantec 244 DESIGNED '°` Grove CHECKED SDP DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS KEATS AVENUE SAP 180-121-001, SAP 180-123-001 ericy Meet 2335 Highway W °` APPROVED DRS �h@fe nd ����� St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 o.Q ooh= ag=� 'A' w<w o I v f----- 180-020-013 <—<<—<—<—<—<—<—k< -16.10 INP. R/W I _ KEATS V I I I --r I - I I V I I I I I I I I I L\ --------------------------------------------- ------------------------------- ---- —------------------� V 516 517 517 I V — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----------------------------------------------- — — — — — — — — — — — — — — — — — — — I �< � « 1 I V I I 1 V I I I I I I I I I INP. R/W I V i i Z I I I I —<<— —< l I —4 0 25' 50' NO WORK ON CURRENT PAGE SHOWN ONLY FOR SURFACE DRAINAGE NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN 11 FEF DRAWN SMV/MAF / Cottage Stantec 245 DESIGNED 'DP � Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KEATS AVENUE edty Meet 2335 Rlgnway33w SAP 180-121-001, SAP 180-123-001 OF APPROVED DES here pride and ptosP St. Paul, MN 55113 PROF. NO. 193803878—taar—cm SAP 180-110-013, SAP 180-020-013 547 O Q .O At- swo oozo x� 0a m55 o=F.Q a oaa o1oo 0 a I I / I 0 25' 50' I I / IL-------------------- I I I / 17.5 CY CL. 3 RIP / I � RAP ya`° I o0 0 4901 I LU-------------------------------------------- Z — — — — — — MILITARY ROAD ------------------------------- �\----�y-- 4902 /' I i IL — — — — — — — \ 930 930 920 920 w 910 M o 910 +ao Q �— ---� + o Z 1 91'-18" RCF @_0.55% 900 900 890 890 I NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 246 Desi�NDD 'DD � Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED MILITARY TRAIL ericy neer 2335 Highway W SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. 18038,8 1lstaatac.aom SAP 180-110-013, SAP 180-020-013 547 a Aa= waw o 0 25' ri W Z J U H Q 50' 4922 93 920 910 MBAs 890 30 920 910 •IB 0+50 1+00 2+00 2+50 N W Z J U H Q NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN a"Fa DRAWN SMV/MAF Cottage Stantec 247 DFsi�NFD 'DP � Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride a,',,,,,p St. Paul, MN 55113 PROF. NO. 18038,8 —tact—c— SAP 180-110-013, SAP 180-020-013 547 890 .-v O 0� f� W O� OOi W W m 0+50 1+00 2+00 2+50 N W Z J U H Q NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN a"Fa DRAWN SMV/MAF Cottage Stantec 247 DFsi�NFD 'DP � Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride a,',,,,,p St. Paul, MN 55113 PROF. NO. 18038,8 —tact—c— SAP 180-110-013, SAP 180-020-013 547 N W Z J U F— Q NO WORK ON CURRENT PAGE SHOWN ONLY FOR SURFACE DRAINAGE 0POSSO 25' a� A I A MILITARY ROAD — 50' 1 NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN a"Fa DRAWN SMV/MAF Cottage Stantec 248 DFsi�NFD 'DP � Grove DRAINAGE PLAN &PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer 2335 Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 198038,8 'staat�'�m SAP 180-110-013, SAP 180-020-013 547 oQ RFE aA 1101c 1000 1m* A NW-As 970 W SEE SHEET 222 SEE SHEET 224 1+00 Z V) ti ti N i0 i0 ti O ti � +��^ �� _ _ .MVV 01V + 0 v��zz g>> > z mm VM�tititiVM�titiV 1000 -�titi --VM�ti --------- 19'--15"- REP -19'-15"REP --- 0'15 RCP 10'--15"RCP - - - @0.50% @0.50%... @050% .............. @5.00% N ' .010 100c 1000 990 990 980 980 970 970 960 CO m 1000 100( 970 970 SEE SHEET 224 SEE SHEET 224 1+00 c� 1� c� ti tiff tiff pi��� f�V V. �� _ _ .MVV 01V + P, P, oI� IN p� OJ OJ 0+50 mm VM�tititiVM�titiV 1000 -�titi --VM�ti --------- 19'--15"- REP -19'-15"REP --- 0'15 RCP @0.50% @0.50%... @050% .............. 100moo O� o 950 ANN OV.M. f`OM.MM �. V V_ .^ to O M Qi N f� Oi Oi Oi to Oi N Oi. Oi }. m m + N +. n to to OJ 01 •-� .-v N 0101 01 C) M 01 01 �F >>>'2zZZ.. ... ZZ V.(~/I.2'Z N F�ZZ... XF.�Z. W M. W..ti. SEE SHEET 224 > z z m n n = in.._ - - - - 27-24" RCP - 28'24" RCI 40'24" RCP_ 19' 24' RCP 20'-24" RCP 29'21 RCP 54 21" _ RCP @ 0. 4%_ @.0.15% @0.15% @° 0 15% 0.15% @ 0.15% @ 0 5% 3 3 3 V M M _ + f� J to +. 1000 100( 970 970 .000 100c 970 970 960 960 N SEE SHEET 224 SEE SHEET 224 1+50 0+75 1+00 c� 1� c� ti tiff tiff pi��� f�V V. �� _ _ .MVV 01V + P, P, oI� IN > 0+50 mm VM�tititiVM�titiV 1000 -�titi --VM�ti --------- 19'--15"- REP -19'-15"REP --- 0'15 RCP @0.50% @0.50%... @050% .............. 100moo O� .000 100c 970 970 960 960 N SEE SHEET 224 1+00 1+50 0+75 1+00 c� 1� c� 3+00 3+50 > 0+50 1+00 1+50 1000 i ..3515 RCP... @050% 100moo O� o 950 ..1 •:1 970 0+50 1+00 1+50 0+75 1+00 2+00 3+00 3+50 0+50 1+00 1+50 1000 100moo 1000 950 950 SEES EET 224 SEE SHEET 224 > z z m n n = in.._ V M M _ + f� J to +. ti 01 01 .+� > Q Z > CO W M 01 01 01 .-v _ V F�� � V) 2' Z ---w c~iI KZZ – – 990 990990 990 940 940 > .-..-..-. -� 20'-15" RCP 31'-15" RCP 20'-15" RCP ln� .-v -'y N. M� ti ti ti ti M VWWOJ V W OJ OJ O.f�.M MM. 01 01 Nf�7. @040% @0.40�_ @0.40% 1� 2�� Wm V N O to 1\-- N W .-v } N O f� M M M - / i0 mV VV N +I^^. 00101.. M f�f�. �0^1 Nti61Q ^ }�nnn 01M .-v_01616101 �� O 010101 »>..�a.�.>. � >Oa�»> — _-- - M� ZZZ M� z 980 o a >> Z Z Z Z 980 980 — 980 930 930 �S �:�r !E; ..153-15"_RCP@11 .89'_15".RCP.. 29'-15" CP 23'-15"RCP.......... — — @-1-.47% @ 0.5 % @0.50% 39'-21" RCP @ 0.52% 970 970 970 – – – – – – – – – – 970 920 920 SEE SHEET 234 960 960 960 – 960 910 910 0+00 1+00 2+00 3+00 3+50 0+50 1+00 1+50 0+50 1+00 2+00 NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee DRAINAGE PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 249 DESIGNED JDP CHECKED JED Grove 65TH STREET & RAVINE PARKWAY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 WWWstantaC.�m SAP 180-110-013, SAP 180-020-013 547 O�.Q Q o O�zi Q oz� A Ao= waw _opo 950 940 930 920 910 N 0+50 1+00 940 930 920 910 900 N 2+00 900 SEE SHEET 233 2+00 3+00 3+25 SEE SHEET 231 Cottage Stantee - - - --...+INN.- - - - --MQ - >---tiQ�>. U) .� `Vi` alQ C21M >.- - - tiff W 00O7 -M +I-MMM....-.+I.MMM > tiff - cJ cJ _ -..+MMM-....-.... - �� "NO�c - _ _ rn� +MM. N 01 01 - .. �.. - - - - - - ................. ip ip ip RCP RCP 3 .-.-..19'-15" %@0.50%- M P-@ 0.50% - - - - - - - -....-....-.... T41C15" '15' RICIR 52'-15" R 0.50%...-....-.... 12" M4 O i0 ags Highway 36w ................. - M M MM Wm mm -....-....-.... -....-....-.... -....-....-.... 27,-15".RCP.. ................. . @0.50%.. -....-....-.... -....-....-.... -....-....-.... �_ n o6 010010 i0 .dip In In 0I"nWMM OO 0 M M o6 M^ M^ M "OJ�� -..fes-O-- � N � a? 01 01 01 0+50 1+00 940 930 920 910 900 N 2+00 a40 93C 930 920 920 910 910 900 950 95C 940 940 930 930 920 920 910 910 900 SEE SHEET 233 2+00 3+00 3+25 SEE SHEET 238 SEE SHEET 233 Cottage Stantee CITY OF COTTAGE GROVE MN u"Ea — 250 900 DESIGNED 'DP � Grove ip ip ip RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS M M M M M O i0 ags Highway 36w p - M M MM Wm mm °F O NiO 01. -inn pride and ��,,p OO - u1 OW - WV Y vI0O `iO �_ n o6 010010 i0 .dip In In 0I"nWMM OO 0 --0101 �.+a 01 pOi.00i- �D .^+i "OJ�� -..fes-O-- � N � a? 01 01 01 V- Q rL > >- V Q >->-01.01- + N .ti .-v .-v -mw - - W DJ +I.Ntiti Oi Oi Oi OQ��>>> M VF..Z ^ VF.. ZZ VQ "--V N. 0.Mi �O i-I�OO V0101 - +.�00. +-� 'O -��00-- v U K .. +M5.00 0101 _ 010 01 00 N 010101.. N -O M N 010101.. 0101 MM ���Z- 40'-36" 19736"RCP RCP 25'-30" 5 30 RC - - --- - - - 00@% @-0.40% @ 040% v - WF-.�ZZ v UI K.. .. W..�ZZ 12-.WM - --W - v RCP .. ....... .. ................ ................ -OJF v UI K.... .. @0.40%......... F 3 N a40 93C 930 920 920 910 910 900 950 95C 940 940 930 930 920 920 910 910 3+00 0+50 1+00 a30 94C 920 930 910 920 900 910 950 940 930 920 910 2+00 3+00 3+25 900 0+50 1+00 2+00 3+00 3+25 SEE SHEET 238 SEE SHEET 233 Cottage Stantee CITY OF COTTAGE GROVE MN u"Ea — 250 900 DESIGNED 'DP � Grove DRAINAGE PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP M M ericy Meet "h@fe ags Highway 36w RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS pride and ��,,p St. Paul, MN 55113 —taut—c— u1 547 �_ n o6 i0 In In 0I"nWMM �D O "OJ�� � N � � i0n� + N .ti .-v .-v -mw - - W DJ +I.Ntiti Oi Oi Oi - M M Oi Oi Oi ^ Oi Os Oi "--V N. 0.Mi �O i-I�OO V0101 - +.�00. +-� 'O -��00-- +M5.00 0101 _ 010 01 00 N 010101.. N -O M N 010101.. 0101 MM ���Z- ".Z.ZZ v UI K.. WF-.�ZZ v UI K.. .. W..�ZZ - --W F.�ZZ.-.W K.. .. v F- UI K Z WF�ZZ v UI K.. .. -OJF v UI K.... .. F 3 N 28'-15" REP.@ 0.50% . 70'-15" RCP @-0.50% 39'-18".RCP.... ..40'_-18 RCP..... 19'-1 „_ RCP @ 0.50%...... _ @.0. 0% @ 0.50%.... . M n n 40'--30" RCP @ 0.509%- .19'-30" RCP 20'-30'@0.900 -. 24'-24". RC.P @090%.. .. . . . . 3+00 0+50 1+00 a30 94C 920 930 910 920 900 910 950 940 930 920 910 2+00 3+00 3+25 a40 930 920 910 890 900 0+50 1+00 2+00 3+00 3+25 SEE SHEET 238 Cottage Stantee CITY OF COTTAGE GROVE MN u"Ea — 250 900 DESIGNED 'DP � Grove DRAINAGE PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP M M ericy Meet "h@fe ags Highway 36w RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS pride and ��,,p St. Paul, MN 55113 —taut—c— u1 547 �_ n o6 i0 �D O -mw - - W DJ - M M ^ 0.Mi �O i-I�OO V0101 - +.�00. +-� 'O -��00-- +M5.00 0101 _ 010 01 00 N 010101.. N -O M N 010101.. 0101 MM ���Z- ".Z.ZZ v UI K.. WF-.�ZZ v UI K.. .. W..�ZZ - --W F.�ZZ.-.W K.. .. v F- UI K Z WF�ZZ v UI K.. .. -OJF v UI K.... .. 40'--30" RCP @ 0.509%- .19'-30" RCP 20'-30'@0.900 -. 24'-24". RC.P @090%.. .. . . . . -44'--30 CP 67-30" R P @.40% @050% _-@ .50%....-. a40 930 920 910 890 900 0+50 1+00 2+00 3+00 3+25 NO DATE APPR REVISION SURVEY PEW Cottage Stantee CITY OF COTTAGE GROVE MN u"Ea — 250 900 DESIGNED 'DP � Grove DRAINAGE PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP M M ericy Meet "h@fe ags Highway 36w RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS pride and ��,,p St. Paul, MN 55113 —taut—c— u1 547 �_ n o6 i0 0+50 1+00 2+00 2+50 0+50 1+00 1+75 0+50 1+00 2+00 3+00 3+25 NO DATE APPR REVISION SURVEY PEW Cottage Stantee CITY OF COTTAGE GROVE MN u"Ea — 250 DRAWN SMV/MAF DESIGNED 'DP � Grove DRAINAGE PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP ericy Meet "h@fe ags Highway 36w RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS pride and ��,,p St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 mN5 o,.x h¢QQ oo�= a AO? Q _opolo 93( 920 910 •11 930 92( 920 910 910 900 890 2+00 0+50 SEE SHEET 238 SEE SHEET 237 & 238 1 890 880 CITY OF COTTAGE GROVE MN SHEEP 251 Z DESIGNED 'DP � Grove m v RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS �000 OJ o� ericy Meet "h@fe OJ Oi. Qi.. RAVINE PARKWAY M °F OQ > »> pride aCottage nd ,,,,p St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 20'-15" RCP - 31'-15" RCP- - 1'-18" RCP @-QAO% @0.50% - @0.5012'.'-1NNL _— — 930 92( 920 910 910 900 890 2+00 0+50 1+00 2+00 SEE SHEET 237 & 238 1 890 880 CITY OF COTTAGE GROVE MN SHEEP 251 Z DESIGNED 'DP � Grove m v RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS OJ OJ ericy Meet "h@fe OJ RAVINE PARKWAY M °F APPROVED DRS 0+75 930 920 910 X11 1+00 2+00 0+50 930 93( 8901 2+00 0+50 1+00 2+00 SEE SHEET 237 & 238 1 Stantec CITY OF COTTAGE GROVE MN SHEEP 251 Z DESIGNED 'DP � Grove m v RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS OJ OJ ericy Meet "h@fe OJ RAVINE PARKWAY M °F APPROVED DRS pride aCottage nd ,,,,p St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 1'-18" RCP @-QAO% p Z � M p 16O 16 r6 oa�> —.. _ 48-36" REP @0.50%....... .288'-36 RCP @ 0.50% OJ M N 0� 2+00 0+50 930 93( 8901 2+00 0+50 1+00 2+00 NO DATE APPR REVISION SURVEY PEW 1 Stantec CITY OF COTTAGE GROVE MN SHEEP 251 Z DESIGNED 'DP � Grove DRAINAGE PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS OJ OJ ericy Meet "h@fe OJ 920 920 910 910 X11 X11 890 890 1+00 2+00 930 93( 920 920 910 910 W1 3+00 4+00 930 890 2+00 0+50 1+00 2+00 NO DATE APPR REVISION SURVEY PEW Stantec CITY OF COTTAGE GROVE MN SHEEP 251 Z DESIGNED 'DP � Grove DRAINAGE PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS OJ OJ ericy Meet "h@fe OJ RAVINE PARKWAY M °F APPROVED DRS pride aCottage nd ,,,,p St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 1'-18" RCP @-QAO% 890 2+00 0+50 1+00 2+00 NO DATE APPR REVISION SURVEY PEW Stantec CITY OF COTTAGE GROVE MN SHEEP 251 DRAWN SMV/MAF DESIGNED 'DP � Grove DRAINAGE PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS OJ OJ ericy Meet "h@fe OJ 920 910 X11 m )20 910 X11 :•1 m 5+00 0+50 1+00 2+00 0+50 1+00 2+00 0+50 1+00 2+00 NO DATE APPR REVISION SURVEY PEW Stantec CITY OF COTTAGE GROVE MN SHEEP 251 DRAWN SMV/MAF DESIGNED 'DP � Grove DRAINAGE PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED ericy Meet "h@fe ags Highway 36w RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS pride aCottage nd ,,,,p St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 a 3Fa waw o STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE PROJECT DESCRIPTION/LOCATION LOCATED ON 65TH STREET SOUTH FROM HINTON AVENUE SOUTH TO 390 FEET EAST INNSDALE AVENUE SOUTH. LOCATED ON RAVINE PARKWAY FROM JAMAICA AVENUE SOUTH TO KEATS AVENUE SOUTH. THE PROJECTS ARE WrrHIN THE CITY OF COTTAGE GROVE, WASHINGTON COUNTY, MINNESOTA. THE PLANNED SCOPE OF THE PROJECT INCLUDES: GRADING, AGGREGATE BASE, BITUMINOUS PAVEMENT, CONCRETE CURB AND GUTTER, BITUMINOUS TRAIL, CONCRETE SIDEWALK, STORM SEWER, SANITARY SEWER, WATER MAIN, SIGNING, STRIPING, LIGHTING, LANDSCAPING, AND IRRIGATION. SPECIAL AND IMPAIRED WATERS THESE SPECIAL AND IMPAIRED WATERS ARE LOCATED WITHIN ONE MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND RECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THESE SPECIAL AND IMPAIRED WATERS. THE BMPS DESCRIBED IN APPENDIX A OF THE NPDES PERMIT WILL APPLY TO ALL AREAS OF THE SITE. WATERBODY I MPAI RMENT(S) N/A N/A AREAS OF ENVIRONMENTAL SENSITIVITY (AES) AND INFESTED WATERS IN ADDITION TO THE LIST OF SPECIAL AND IMPAIRED WATERS THE CONTRACTOR SHALL BE AWARE THAT THERE ARE WETLANDS AND EXISTING STORMWATER FACILITIES WITHIN AND NEAR THE PROJECT BOUNDARY, INCLUDING AN UNNAMED WETLAND AND UNNAMED CREEK. THE FOLLOWING WATER BODIES HAVE BEEN LISTED BY THE DNR AS BEING INFESTED BY INVASIVE SPECIES: LIST WATERBODIES HERE. N/A SOIL TYPES SOIL TYPES TYPICALLY FOUND ON THIS PROJECT ARE OSTRANDER SILT LOAM PROJECT PERSONNEL AND TRAINING THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE CERTIFIED IN THE DESIGN OF CONSTRUCTION SWPPPS. COPIES OF THE CERTIFICATIONS ARE ON FILE WITH CITY OF COTTAGE GROVE AND ARE AVAILABLE UPON REQUEST. PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR WILL WORK WITH THE PROJECT ENGINEER TO OVERSEE THE IMPLEMENTATION OFTHE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OFTHE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING AND AFTER CONSTRUCTION UNTILTHE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER. PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR THAT INSTALLS THE PRODUCTS LISTED IN SPECIFICATION SECTION 2573.3.A.2. PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER. CHAIN OF RESPONSIBILITY COTTAGE GROVE AND THE CONTRACTOR ARE COPERMrrEES FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. THE CONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA. PROJECT CONTACTS THE PROJECT ENGINEER AND CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING AND AFTER CONSTRUCTION UNTIL THE NOTICE OFTERMINATION HAS BEEN FILED. ORGANIZATION CONTACT NAME PHONE STANTEC CHAD JOHNSON 651-604-4939 CITY OF COTTAGE GROVE JENNIFER LEVrFF 651-458-2890 WASHINGTON COUNTY FRANK TICKNOR 651-430-4319 MINNESOTA POLLUTION CONTROL AGENCY (MPCA) BRANDON DAHL 651-757-2279 MINNESOTA DEPARTMENT OF NATURAL RESOURCES CENTRAL OFFICE 651-259-5800 WATERSHED DISTRICT MATT MOORE 651-714-3729 DRAINAGE TABULATION SHEETS NO. 32 - 36 STORM SEWER PROFILE SHEETS SHEETS NO. 221 - 251 EROSION AND SEDIMENT CONTROL DETAILS SHEETS NO. 68 - 71 MPCA DUTY OFFICER 24 HOUR EMERGENCY NOTIFICATION 651-649-5451 OR 800-422-0798 'PR REVISION SURVEY PBW DRAWN SVU7 DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 LOCATION OF SWPPP REQUIREMENTS THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES WITHIN THE PLAN SET AS WELL AS IN THE SPECIAL PROVISIONS, MNDOT SPEC BOOK (2016 EDITION), OR ON FILE WITH THE CITY OF COTTAGE GROVE. THE NOTES AND TABLE BELOW ARE INTENDED TO BE A QUICK REFERENCE FOR THE CONTRACTOR AND PROJECT ENGINEER TO USE IN THE FIELD. THERE MAY BE ADDITIONAL REQUIRED SWPPP ELEMENTS INCLUDED ON THE PROJECT THAT ARE NOT LISTED ON THIS SHEET. LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN DESCRIPTION LAND FEATURE CHANGES LOCATION TEMPORARY EROSION CONTROL MEASURES SHEETS NO. 255 - 274 PERMANENT EROSION CONTROL MEASURES SHEETS NO. 275 - 294 DIRECTION OF FLOW SHEETS NO. 255 - 274 FINAL STABILIZATION SHEETS NO. 275 - 294 SOILS AND CONSTRUCTION NOTES SHEETS NO. 24 10.82 ACRES DRAINAGE STRUCTURES SHEETS NO. 221 - 251 DRAINAGE TABULATION SHEETS NO. 32 - 36 STORM SEWER PROFILE SHEETS SHEETS NO. 221 - 251 EROSION AND SEDIMENT CONTROL DETAILS SHEETS NO. 68 - 71 EROSION CONTROL TABULATION SHEETS NO. 37 TURF ESTABLISHMENT TABULATION SHEETS NO. 38 SITE MAP STANTEC STORMWATER TREATMENT CONSTRUCTION STAGING STANTEC STORMWATER CALCULATIONS AND MAPS STANTEC WATER RESOURCES NOTES SHEET NO. 254 SITE INSPECTION AND MAINTENANCE INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WrrHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. INSPECT ALL TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT, EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND THE NOT HAS BEEN SUBMITTED. INSPECT SURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF SITE SEDIMENT ACCUMULATION. INSPECT INFILTRATION AREAS FOR SIGNS OF SEDIMENT DEPOSITION AND COMPACTION (TO ENSURE THAT EQUIPMENT IS NOT BEING DRIVEN ACROSS THE AREA). RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMIT INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER. INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY: A. DATE AND TIME OF INSPECTIONS B. NAME OF PERSONS CONDUCTING INSPECTIONS C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS D. CORRECTIVE ACTIONS TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS F. DOCUMENTS AND CHANGES MADE TO THE SWPPP REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY UNLESS LISTED DIFFERENTLY BELOW: A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE HEIGHT OF THE DEVICE. COMPLETE REPAIRS BY THE END OFTHE NEXT BUSINESS DAY FOLLOWING DISCOVERY. B. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE HEIGHT AND/OR DEPTH OF THE DEVICE. C. DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS ONCE THE SEDIMENT HAS REACHED 1/2 THE STORAGE VOLUME. COMPLETE WORK WITHIN 72 HOURS OF DISCOVERY. D. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RESTABILIZE ANY AREAS THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATIONS. SEDIMENT REMOVAL AND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR WORKING IN SURFACE WATERS. CONTACT ALL APPROPRIATE AUTHORrrIES PRIORTO WORKING IN SURFACE WATERS. E. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE OFF SITE IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING. F. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL STABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA. ENVIRONMENTAL REVIEW THERE ARE NO STORMWATER MITIGATION MEASURES REQUIRED AS A RESULT OF AN ENVIRONMENTAL, ARCHEOLOGICAL OR AGENCY REVIEW. ALL MITIGATION MEASURES HAVE BEEN ADDRESSED IN THIS PLAN SET OR THE SPECIAL PROVISIONS. THIS PROJECT IS NOT LOCATED IN A WELL HEAD PROTECTION AREA. THIS PROJECT IS NOT LOCATED IN A DRINKING WATER SUPPLY MANAGEMENT AREA (DWSMA). LAND FEATURE CHANGES TOTAL DISTURBED AREA 93.31 ACRES TOTAL EXISTING IMPERVIOUS SURFACE AREA 5.85 ACRES TOTAL PROPOSED IMPERVIOUS SURFACE AREA 16.67 ACRES TOTAL PROPOSED NET CHANGE IN IMPERVIOUS SURFACE AREA 10.82 ACRES Cottage Grove wti Qro per�cvneec ere Pride and ® Stantec 2335Highway 36W St. Paul, MN 55113 wwwslal't".- STORMWATER POLLUTION PREVENTION PLAN SWPPP CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 F"EEF 252 OF 547 a Aa? waw STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE (CONTINUED) STABILIZATION TIME FRAMES AREA TIME FRAME NOTES LAST 200 LINEAL FEET OF DRAINAGE DITCH OR SWALE WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER OR PROPERTY EDGE 1, 2, 3 REMAINING PORTIONS OF DRAINAGE DITCH OR SWALE 7 DAYS 1,3 PIPE AND CULVERT OUTLETS 24 HOURS EXPOSED SOILS AND STOCKPILES 14 DAYS 1 1. INITIATE STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHIN THE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE EXEMPT FROM THE STABILIZATION REQUIREMENT. 2. STABILIZE WETTED PERIMETER OF DITCH (I.E. WHERE THE DITCH GETS WET). 3. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT ACCEPTABLE STABILIZATION METHODS IN THESE AREAS. 4. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER. ANY WORK STILL BEING PERFORMED WILL BE SNOW MULCHED, SEEDED, AND BLANKETED WITHIN THE TIME FRAMES IN THE NPDES PERMIT. 5. TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL BMPS. USE RAPID STABILIZATION METHOD 2, 3, OR 4 AS DIRECTED BY THE ENGINEER. THE SEED MIX USED IN THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS: A. SINGLE YEAR CONSTRUCTION BETWEEN MAY 1 - AUGUST 1, SEED WITH SEED MIXTURE 21-111 B. SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31, SEED WITH SEED MIXTURE 21-112 C. MULTIYEAR CONSTRUCTION 22-111 6. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS. GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY 1. AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE SWPPP AND ASSOCIATED PLAN SHEETS IN ATIMELY MANNER. STORE THE SWPPP AND ALL AMENDMENTS ON SITE AT ALL TIMES. 2. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY. 3. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES NECESSARY TO DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION FROM THE PROJECT ENGINEER PRIOR TO PROCEEDING. PRESERVE ALL NATURAL BUFFERS SHOWN ON THE PLANS. 4. ROUTE STORMWATER AROUND UNSTABILIZED AREAS OFTHE SITE WHENEVER FEASIBLE. PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEP CHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET. 5. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS WHENEVER FEASIBLE. PROVIDE VELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION. 6. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURE SEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUND DISTURBING ACTIVITIES COMMENCE. 7. ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER ZONES BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN. MAINTAIN SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 8. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW- VELOCITY SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS. PLACE J -HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS. 9. PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET FROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE STOCKPILES IN NATURAL BUFFER AREAS, SURFACE WATERS OR STORMWATER CONVEYANCES. 10. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION. 13. PROTECT STORM SEWER INLETS AT ALL TIMES WITH THE APPROPRIATE INLET PROTECTION FOR EACH SPECIFIC PHASE OF CONSTRUCTION. PROVIDE INLET PROTECTION DEVICES WITH EMERGENCY OVERFLOW CAPABILITIES. SILT FENCE PLACED IN THE INLET GRATE IS NOT AN ACCEPTABLE INLET PROTECTION BMP FOR GRADING OPERATIONS. SILT FENCE PLACED IN THE GRATE IS ONLY ALLOWED FOR SHORT INTERVALS DURING MILLING OR PAVING OPERATIONS. INLET PROTECTION DEVICES MAY NEED TO BE PLACED MULTIPLE TIMES IN THE SAME LOCATION OVER THE LIFE OFTHE CONTRACT. INLET PROTECTION DEVICES WILL BE PAID FOR ONCE PER INLET REGARDLESS OFTHE NUMBER OF TIMES THE BMP IS PLACED. KEEP ALL STORM SEWER INLET PROTECTION DEVICES IN GOOD FUNCTIONAL CONDITION AT ALL TIMES. REPLACE INLET PROTECTION DEVICE WITH A SUITABLE ALTERNATIVE IFTHE PROJECT ENGINEER DEEMS AN INLET PROTECTION DEVICE TO BE NONFUNCTIONAL, IN POOR CONDITION, INEFFECTIVE, OR NOT APPROPRIATE FOR THE CURRENT CONSTRUCTION ACTIVITIES. THERE WILL BE NO COST TO COTTAGE GROVE FOR REPLACEMENT OF INLET PROTECTION DEVICES. 14. PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO PAVED SURFACES BOTH ON AND OFFEREE PROJECT SITE. PROVIDE CONSTRUCTION EXITS OF SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHEN EVIDENCE OF TRACKING IS DISCOVERED. REGULAR STREET SWEEPING IS NOT AN ACCEPTABLE ALTERNATIVE TO PROPER CONSTRUCTION EXIT INSTALLATION AND MAINTENANCE. 15. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARY SEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UPGRADIENT LAND DISTURBING ACTIVITY IS COMPLETED. 16. PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES. 17. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING PURPOSES. POLLUTION PREVENTION 1. PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE. 2. STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS, PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS UNDER COVER AND WITH SECONDARY CONTAINMENT. 3. PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS MATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TO THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE. STORE ALL HAZARDOUS MATERIALS AND TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS WITH SECONDARY CONTAINMENT. CLEAN UP SPILLS IMMEDIATELY. 4. STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE. 5. POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED OR KNOCKED OVER. PROPERLY DISPOSE OF ALL SANITARY WASTE 6. FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE. USE DRIP PANS OR ABSORBENT MATERIALS TO PREVENT SPILLS OR LEAKED CHEMICALS FROM DISCHARGING TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE A SPILL KIT AT EACH LOCATION THAT VEHICLES AND EQUIPMENT ARE FUELED OR MAINTAINED AT. 7. LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAIN RUNOFF FROM THE WASHING AREA TO ATEMPORARY SEDIMENT BASIN OR OTHER EFFECTIVE CONTROL. PROPERLY DISPOSE OF ALL WASTE GENERATED BY VEHICLE AND EQUIPMENT WASHING. ENGINE DEGREASING IS NOT ALLOWED ON THE SITE. 8. PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACTTHE GROUND. DESIGN THE CONTAINMENT SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR CONTAINMENT AREA. 9. CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN THE PLAN HOW THE MATERIAL WILL BE DISPOSED OFANDTHE LOCATION OF THE DISPOSAL SITE. SUBMIT PLAN TO THE ENGINEER. 10. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS, CUTTINGS, MILLINGS, AND OTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES. 11. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST, PARTICLES, CONCRETE WASH OUT, AND OTHER CONCRETE WASTES FROM LEAVING MNDOT RIGHT OF WAY, DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS, AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT SAW CUT SLURRY AND PLANING WASTE FROM LEAVING MNDOT RIGHT OF WAY AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS INCLUDING DITCHES AND CULVERTS. NO I DATE I APPR REVISION SURVEY PBW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantec 253 DESIGNED '°` � Grove STORMWATER POLLUTION PREVENTION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP SWPPP erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride a,',Qr,S(' St. Paul, MN 55113 PROF. NO 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 'A' waw o STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE (CONTINUED WATER RESOURCE NOTES THESE NOTES ALONG WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE ARE INTENDED TO GIVE INFORMATION ON CRITICAL DRAINAGE FEATURES, NATURAL RESOURCES AND CONTRACTOR OPERATIONS THAT MAY IMPACT DRAINAGE AND NATURAL RESOURCES. 1. THE SIZE AND ELEVATION OF CULVERTS, STORM SEWER PIPES, CATCH BASINS, PONDS, INFILTRATION/FILTRATION BASINS, PERMEABLE DITCH BLOCKS AND OVERFLOW DEVICES HAVE BEEN SPECIFICALLY DESIGNED TO CONFORM TO MNDOT DESIGN STANDARDS, MINNESOTA POLLUTION CONTROLAGENCY (MPCA) AND WATERSHED DISTRICT PERMIT REQUIREMENTS. THE DESIGN COMPUTATIONS ARE ON FILE WITH MINNEAPOLIS METRO WATER RESOURCES. CHANGING THESE ITEMS OR THE DIRECTION OF FLOW FROM WHAT IS SHOWN ON THE PLANS MAY CAUSE PROBLEMS OFF THE PROJECT AND COULD MEAN THE PROJECT IS OUT OF COMPLIANCE WITH APPROVED DRAINAGE PERMITS. ANY CHANGES TO THE SIZE, ELEVATION OR DIRECTION OF FLOW OFTHE DRAINAGE SYSTEM MUST BE APPROVED BY THE METRO WATER RESOURCES DESIGNER. 2. SUBSOIL ALL DISTURBED GREEN SPACES EXCEPT AS LISTED IN 2574.3A.2. 3. PERFORM POST INSTALLATION MANDREL TESTING OF ALL PLASTIC PIPE. 4. ANY SUBSURFACE DRAINAGE TILES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED, REPLACED OR REROUTED, AND CONNECTED TO THE EXISTING TILE OR DRAINAGE SYSTEM TO ENSURE THAT EXISTING UPLAND DRAINAGE IS PERPETUATED. THIS SHOULD BE DONE TO THE APPROVAL AND SATISFACTION OFTHE ENGINEER. 5. THE FOLLOWING WATER RELATED PERMITS APPLY TO THIS PROJECT: AGENCY TYPE OF PERMIT MINNESOTA POLLUTION CONTROL AGENCY (MPCA) NPDES CONSTRUCTION PERMIT REVIEW ALL PERMITS FOR ANY SPECIAL CONDITIONS THAT WILL EFFECT CONSTRUCTION OFTHE PROJECT. TEMPORARY DEWATERING ACTIVITIES MAY BE REQUIRED FOR ROADWAY CONSTRUCTION AND UTILITY WORK. THEREFORE IT IS POSSIBLE THAT A PERMIT FOR THE TEMPORARY APPROPRIATION OF WATERS OF THE STATE, NON -IRRIGATION FROM MNDNR WILL BE REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THIS PERMIT PRIOR TO COMMENCING DEWATERING ACTIVITIES. ALL TEMPORARY DEWATERING SHALL BE DISCHARGED TO AN APPROVED LOCATION FOR TREATMENT PRIOR TO DISCHARGE TO THE RECEIVING WATER. SUBMIT A SITE MANAGEMENT PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK. LANDSCAPE NOTES 1. FILTER LOGS SHALL BE PLACED, AS NEEDED, TO TRAP SEDIMENT ON THE LOWER EDGE OF BEDS OR TREE HOLES. FILTER LOGS WILL BE LEFT TO PHOTO DEGRADE. 2. TILLING FOR BEDS OR TREE HOLES MUST BE PLANTED AND MULCHED WITH WOOD CHIP WITHIN 7 DAYS OR STRAW MULCHED UNTIL PLANTING OPERATIONS CAN BE COMPLETED. 3. ANY POND CORNERS OPENED DUE TO TILLING FOR SHRUB BEDS OR TREE HOLES MUST BE PLANTED AND MULCHED WITH WOOD CHIP WITHIN 24 HOURS OR STRAW MULCHED UNTIL PLANTING OPERATIONS CAN BE COMPLETED. NO I DATE I APPR REVISION SURVEY PBW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantec 254 DESIGNED '°` � Grove STORMWATER POLLUTION PREVENTION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP SWPPP erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride a,',Qr,S(' St. Paul, MN 55113 PROF. NO 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 o.a ooQQ aAa �o E> om QEo 02 1 III III I I � I I I � I I � II pl I I I I I 960 96 \ III II I I 931/ I 95 954 956 I 958 I III III I 950 Z I I I III pl \ -936 INP. R/W 940. 942 / 944 946 948 II III III pl � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — III nll �� `------------ —-------------- ---------- — — — — — — — --------— — — — — — — -------- — III AI CONSTRUCTION LIMITS I V \� \ _MS — — rxA _ ^/S MS S MS MS MS M MS MS MS MS M MS MS MS — --- --- ----- -- — —__— MS MS S MS < <<— « — BEGIN SAP 180-123-001 — — — 65TH - EBIn STA. 100+68.07 O ^ n n 65TH ST A O 99 100 iyz p 104 A '9iJR n �u6, TWO � — Tc�� 'S• �-7&` � y� s � '� O O A \ \ n MEN n — MS MS S MS MStP7= MSCONSTRUCTION LIMITSoII �N >I65TH - EB \� O 171 ti� q oIL LI J\�� _ 952 NOTE: 0 25' so' I j <� M ° / / �. ! / SILT FENCE SHALL USE TEMPORARY SEED & MULCH TO STABIS CLOSE AS LIZE R E POSSIBLE, O UNTIL P MANENT SEED & MULCH ARE PLACED. SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. Lf) O + O ri I I $ I co rn I N a o I m CONSTRUCTION LIMITS m I I I n INP. R/W � s� N 2 PROP. Rn 98 -- — — — — — — — — — — — — — — — — — — — — — — — I I ----------------- --J SIS X15 I I �5 111 112 1 .98 A n a' 8 65TH ST 2 A rn 111 — 'L ' I. _. I ITr MS S MS > I I I � MS — 108 / 109 TYPE COMPOST ® STORM DRAIN INLET PROTECTION © CULVERT END 111 112 1 .98 A n a' 8 65TH ST 2 A rn 111 — 'L ' I. _. I ITr MS S MS > I I I � MS — SILT FENCE, TYPE MS SEDIMENT CONTROL LOG c� �a TYPE COMPOST ® STORM DRAIN INLET PROTECTION © CULVERT END CONTROL FLOW ARROW m iLL \ O ;112 L 313 r 314 + ri 113 114 i0 MS MS MS MS MS MS MS MS M771,, MS MS MS MS MS MS MS MS MS MS � ms 6 jCONSTRUCTION LIMITS i I i I h INP. R/WIa968 j 65TH - EB I j I a II o I 3 o II 0 25' 50' I /^o 9j6 I I I I I �i 9g1 NO DATE APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF Cottage Stantee 255 — DESIGNED '°` Grove EROSION CONTROL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JD 65TH STREET edtY Meet Stas Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED DES here pride andptosP St. Paul, MN 55113 PROF. NO. 18038,8 wwWsla't—c m SAP 180-110-013, SAP 180-020-013 547 oAi Lf) 00 N ri MS As 'k CONSTRUCTION LIMITS 10L / — — — — — 992 Ms -------- 996 994 ---- -- -----------998---- ---------- — — — — — — — — — — — — — — — — — — — �� 2 133 134 135 9k MS / 05 I V MS — 9y6 65TH ST — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 99 994 8 --x—xx� o -- I -T ---T --a CONSTRUCTION LIMITS I I I I I I I I I I I I I a I I I I I — — 9967— I I I I I I I I I I I I I I I I I I I Ms NOTE: SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. G�7 USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED. SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. N 25' 50' SILT FENCE, TYPE MS SEDIMENT CONTROL LOG TYPE COMPOST STORM DRAIN INLET PROTECTION CULVERT END CONTROL FLOW ARROW °� "° DArE APPR REV��°" �R V PBw CITY OF COTTAGE GROVE MN DESIGN VV'VHE Cottage ®StanteC ERosioM CONTROL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 257 �> ^ DESIGNED JDP 0 o CHECKED SDP Grove 65TH STREET OF er)cy Meet 3335 Highway 36 W SAP 180-121-001, SAP 180-123-001 m- APPROVED DRS "h@fe pride and ����� S}. Paul, MN 55113 PROF. NO. ,8038,8—.sraar�.cm SAP 180-110-013, SAP 180-020-013 547 0=F.< h ¢QQ o o�� aAa w<w o I \ I I I I I I I I I I I I I yr!� Z 0 25' 50' I II I � I II I II I S I II y8p I II I � I II I II I I II I III 10 II I I II 978 I III II 976 — 1 1 « « —F- — 9�6 980 (j I I I I I I NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 258 °Es1�"E° '°` � Grove EROSION CONTROL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED �°P IDEAL AVENUE edty Meet 2335 Hlgnway33w SAP 180-121-001, SAP 180-123-001 °` APPROVED DES "here pride and ����� St. Paul, MN 55113 PROF. NO. 18038,8staatl.a0m SAP 180-110-013, SAP 180-020-013 547 r------------- I I I I I Ms — SILT FENCE, TYPE MS NOTE: SEDIMENT CONTROL LOG SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. TYPE COMPOST USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED. STORM DRAIN SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. ® INLET PROTECTION © CULVERT END CONTROL FLOW ARROW NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 258 °Es1�"E° '°` � Grove EROSION CONTROL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED �°P IDEAL AVENUE edty Meet 2335 Hlgnway33w SAP 180-121-001, SAP 180-123-001 °` APPROVED DES "here pride and ����� St. Paul, MN 55113 PROF. NO. 18038,8staatl.a0m SAP 180-110-013, SAP 180-020-013 547 o.Q h=Q= as 920 \� 922 924 96 2 CONSTRUCTION LIMITS 928 JAMAICA - SB BEGIN SAP 180-110-013 JAMAICA - NB STA. 601+24.84 930 — — INP — — — — — — — — — — — „� --------------------------------------------------------------------- -- I ------------------- ------------- ---- - - - - ---- JAMAICAAVE " 4 O 701 702 703 704 705 706 707 3 V n V � 930 - 4 601 602 3 604 605 606 V 607 A 351 L MS MS_ MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS rn v 4ms — INP. R/W 930 351 V CONSTRUCTION LIMITS 928 V 3 AZ JAMAICA NB 11 SILTFENCE, TYPE MS NOTE: SEDIMENT CONTROL LOG 0 25' 50' SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. TYPE COMPOST USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED. ® STORM DRAIN SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. INLET PROTECTION © CULVERT END CONTROL FLOW ARROW 4 / JAMAICA - SBg3 936 932 END SAP 180-110-013 — 930 JAMAICA - SB STA. 611+64.29 938 g40 INP. R/W � 942 — — — — — — — — — — — E7131 �— — — — — — — CONSTRUCTION LIMITS 946 ----------------------�� ��----------------------------------- ---------- —-------- ------ -- ------ -------------------------- O ~ n G 708 n 709 710 711 712 713 + ------------------------- O � n — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — 608 609 61 611 J 612 N 613 613 `9up � JAMAICAAVE m 5u� i oi CONSTRUCTION LIMITS i INP. R/W JAMAICA - NB —x —x — �Z 0 25' 50' NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 259 DESIGNED '°` � Grove EROSION CONTROL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP JAMAICA AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 N (1) 0 25' 50' 0 25' 50' BEGIN SAP 180-121-001 RAVINE -EB STA. 170+32.69 4'3 Ms Ms S MS - MS MS MS MS MS - MS PROP. R/W Ms -7 � Ms _RAVINE - WB \\ J — \\ J� \ ~ H J 9'r 91,15, NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 260 DESIGNED '°` � Grove EROSION CONTROL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staatl.�m SAP 180-110-013, SAP 180-020-013 547 RAVINE PKWY 7 LEM A RAVINE - EB �— 930 Ms As Ms As As As PROP. R/W MS MS MS s \ Ms — SILT FENCE, TYPE MS NOTE: SEDIMENT CONTROL LOG SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. TYPE COMPOST USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED. STORM DRAIN SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. ® INLET PROTECTION © CULVERT END CONTROL —, FLOW ARROW NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 260 DESIGNED '°` � Grove EROSION CONTROL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staatl.�m SAP 180-110-013, SAP 180-020-013 547 a Aa= waw o �o ,> 2� 0 25' 50' 0 25' 50' M5 ��M5 � M5 — / MS MS MS 9•A MS MS MS MS MS MS _ — PROP. R/W RAVINE - WB MS MS MS MS MS MS MS RAVINE PKWY 940 01 —��—>>—»—»—>> L A O — _ M5 .P MS PROP. R/W M5 --- M5 M5 9& Ms Ms Ms 942 MS MS MS RAVINE - EB — MS Ms MS MS MS Ms Ms M5 — MS Mc M M5 MS — SILT FENCE, TYPE MS NOTE: SEDIMENT CONTROL LOG SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. TYPE COMPOST USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED. ® STORM DRAIN SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. INLET PROTECTION © CULVERT END CONTROL Ms s Ms Ms — As Ms — M5 FLOW ARROW RAVINE - WB PROP. R/W moo_ � I Q) >>—>>—>> RAVINE PKWY I � =a r rr V v 00 \� W 0 / Ms \351 Ms 93— MS M5 MS MS MS MS Ms Ms M5 M5 RAVINE - EB Ms PROP. R/W o � Ms --_Ip X34 � NO DATE APPR REVISION SURVEY PEW SHEEP DRAWN SMV,S.E CITY OF COTTAGE GROVE, MN Cottage ® Stantec 261 DESIGNED 'DP � Grove EROSION CONTROL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED RAVINE PARKWAY erity neer 2335 Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 —taut—c— SAP 180-110-013, SAP 180-020-013 547 o=F.< h Q�Q a a Aa? waw o N Ms \ I Ms �j _ MS MS M s �S U z5 50' 936 1 TE RAVINE - WB I �� 934 932 _ 930 92� LL 924 Ms MS Ms Ms Ms Ms -&L Msl�-- Ms Ms As 1L Ms s II RAVINE �'EB J/ _ CONSTRUCTION LIMITS No -, 0 RAVINE - WB 896 898 o� 900 / 902 904 904 900 CONSTRUCTION LIMITS I I \E i INP. R\ I 0— a0 m o+ a+ rn rn I I I g08 190 V 906 —0,) --ems M M9�,6 rP1�Ms Mrs Ms Ms _MS — w / 1 I \ / �ti0 INP. R/W II I� LL III II $ o Ms — SILT FENCE, TYPE MS NOTE: ^ SEDIMENT CONTROL LOG SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. TYPE COMPOST j �QIII I USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED. STORM DRAIN SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. ® INLET PROTECTION © CULVERT END CONTROL FLOW ARROW V%6896 8g8 898 902 r 906 + RAVINE PKWY � RAVINE - EB 906 0 904 902 \ INP. R/W CONSTRUCTION LIMITS\ 896 A) Ms Ms \\ _ 0 25' 50' \\ o MS \ 0 0O NO DATE APPR REVISION SURVEYPBW Cottage � Grove erLty Meet "here 1 Stantee z ss Highway EROSION CONTROL PLAN RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 DRAWN SMV/MAF AWN 262 DESIGNED '°` CHECKED JDP °` APPROVED Des pride an,,,,,p St. Paul, A 55 113 _.'tanto ." m SAP 180-110-013, SAP 180-020-013 547 PROF. NO. ,98038,8 O 0 haw oop swo oozo a� 0300 0 mFE5 o=F.a hQ�Q a a Aao waw o 0 N (k 25' \v A) 25' 50' 50' ryYL 902 900 —898 — — 906 90, lLACED. SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. RAVINE PKWY 8g6 896 -o "0- 0 0 900 902 A I —T-2 904 — Ms — SILT FENCE, TYPE MS SEDIMENT CONTROL LOG c� �a TYPE COMPOST ® STORM DRAIN INLET PROTECTION © CULVERT END CONTROL FLOW ARROW L 908 — 900 906 HIS 900 MS 904 _ — MS — MS 902 PROP. RNV _ Ms — Ms _ — — — — — Ms Ms _ — — CONSTRUCTION LIMITS 900 M5 BMs °� "° DATE APPR RE��'°" �H�Y PBw CITY OF COTTAGE GROVE MN �I DESIGN M��F cottage ® Stantee 263 DESIGNED SDP EROSION CONTROL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP GiOVO RAVINE PARKWAY OF FE ericy neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 m= nPPKoveD DKs "here pride and prose St. Paul, MN 55113 PROF. NO. ,8 038,8 —tact—c— SAP 180-110-013, SAP 180-020-013 547 O U .o haw oop swo oozo a� 0300 mFE5 o=F.a hQ�Q a 00 >a 0 0 Y (k 25' Lf) N Ln N 50' N 25' 50' 910 998 V ; c� �a TYPE COMPOST V V / INLET PROTECTION © CULVERT END CONTROL / RAVINE PKWY V V N TRANSMISSION EASEMENT X <<�� / �ti G c\ RAVINE - EB cc � g06 908 MS MS PROP. R/W 904 c\ MS MS MS_ _ _ Ms --Ms / Ms / — 7 � ]_ Ms_�J MS Ms \ CONSTRUCTION LIMITS Ms Ms \ -�s NOTE: h SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED. SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. JUL 904 �— 906 I 908 910 I I \ I I I I 415 I TRANSMISSION EASEMENT I I I � - I PROP. R/W RAVINE PKWY RAVINE - WB Z M o 91A 220 <—I<— 910 — _ RAVINE - EBV. � iL PROP. R/W 910 Ms MS MS Ms Ms Ms MS MS —Ms— -- — — Ms S MS — MS — — — MS MS — Ms 912 CONSTRUCTION LIMITS ►t v v Ms — SILT FENCE, TYPE MS SEDIMENT CONTROL LOG c� �a TYPE COMPOST ® STORM DRAIN INLET PROTECTION © CULVERT END CONTROL FLOW ARROW 420 9� s NS MS MS Ms Ms— — Ms — Ms —Ms °� "° DATE APPR RE��'°" �H�Y PBw CITY OF COTTAGE GROVE MN �I DESIGN M��F cottage ® Stantee 264 DESIGNED SDP EROSION CONTROL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP GiOVO RAVINE PARKWAY OF FE er)ty neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 m= nPPKoveD DKs "here pride and prose St. Paul, MN 55113 PROF. NO. ,8 038,8 —tact—c— SAP 180-110-013, SAP 180-020-013 547 PROP. R/W — 906 910 ` 9�2 RAVINE - WB Ln Ln N N 225 NE PKWY IS, VY � LL � 01V I o I rn Na END SAP 180-121-001 V o RAVINE - EB STA.228+45.76 A LL ------------ — RAVINE - EB -J _ — TRANSMISSION EASEMENT — — Ms _ M --l= MS _ MS MS 918 5 MS MS 0 25' 50' PROP. R/W — MS _ ms � Ms _ Ms MS MS Ms Ms Ms_ _ Ms MS P _ _-� _ _ — CONSTRUCTION LIMITS m i V� Ms — SILT FENCE, TYPE MS NOTE: kF�SEDIMENT CONTROL LOG 916 \ SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. TYPE COMPOST USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED II A SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. ® STORM DRAIN INLET PROTECTION © CULVERT END CONTROL FLOW ARROW NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 265 °Es1�"E° '°` � Grove EROSION CONTROL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED �°P RAVINE PARKWAY edty Meet 2335 Hlgnway33w SAP 180-121-001, SAP 180-123-001 °` APPROVED DES "here pride and ����� St. Paul, MN 55113 PROF. NO. 18038,8staatl.a0m SAP 180-110-013, SAP 180-020-013 547 o=bi PROP. R/W \ 906 904902 900 / 898 R/W — 908 — / 900 —INP. 906 904 902 \ / 0 906 V / O O RAVINE PKWY 410 V 000/ V V V / / O +CD RAVINE - WB 902 RAVINE EB TRANSMISSION EASEMENT41111112 V N 0� V 909 e e 215 906 908 — 906 r GG PROP. R/W — Ms — SILT FENCE, TYPE MS GG Ms Ms Ms .. SEDIMENT CONTROL LOG 0 25' 50' r / Ms Ms SIOLTEFENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. TYPE COMPOST / Ms — USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED. STORM SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. ® INLET PROTECTION © CULVERT END CONTROL FLOW ARROW NO DATE APPR REVISION SURVEY PBW Cottage � Grove erity neer ""i �,,,p Stantee 23351 Highway EROSION CONTROL PLAN RAVINE PARKWAY CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 DRAWN SMU/MAF 267 DESIGNED '°` CHECKED JDP °F APPROVED DRS pride and St. Paul, MN 55113 —.stant—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 18038,8 o=bi O U .O At set oo=', E52 oJ.= h=Qo o=oo 0 a Ms Ms Ms Ms Ms Ms Ms CONSTRUCTION LIMITS TE / END SAP 180-020-013 x O Lx—x- - O c KEATS STA. 515+16.10 INP. R/W 9 — — =mm KEATS / f ---- I I I xxx x= xx I I — I 1 910 I I I I V I I I I I I 908 I I V I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _— — — — — — — — — — — — — — — — — — — FM FM FM FM — FM FM FM FM FM FM O I" 515 516ro 517 Lr) 910 �n — I---------------------------------------- < L --J 4000 _ sv � sW 908 FM FM FM FM FM — 517 ---------------- TYPE COMPOST ® STORM DRAIN x x x x x /fixx x — xxxx x—x—x _x� rn a qti� 0� 914 INP. R/W —FM —FM AFM —FM —FM —FM —FM IFM — FM — FM — FM — FM — V 912 ----------J x—x—x x�—x— V �\ I s�2 y ------910------- i r y< — x—x—x—x—x I I 0 25' so' NOTE: <—<—<— SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED. SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. Ms — SILT FENCE, TYPE MS SEDIMENT CONTROL LOG c� �a TYPE COMPOST ® STORM DRAIN INLET PROTECTION © CULVERT END CONTROL FLOW ARROW NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 269 DESIGNED '°` � Grove EROSION CONTROL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KEATS AVENUE ericy Meet zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "h@fe pride and ��St. Paul, MN 55113 PROF. NO. 18038,8 _'tantAC.A_ SAP 180-110-013, SAP 180-020-013 547 o=F.< h< a oAa opo 00 >a 900- - - - L_----------� 902 I 0 25' 50' 904 TE CONSTRUCTION LIMITS 00 o 908 INP904 0 910 MILITARY RD 9�ti — — — — — — — — — — — — — — — — — — — — — — — — — — — — i — — — — — — — — — — — — — 910 I 25' 50' I 906 I I O 0 0 m jillIll —moo 1 •1 NOTE: SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED. SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. INP. R/W S° MS MS M'. /l N moi' / / I INP. R/W CONSTRUCTION LIMITS . n5/ nm 0 SILT FENCE, TYPE MS SEDIMENT CONTROL LOG TYPE COMPOST STORM DRAIN INLET PROTECTION CULVERT END CONTROL FLOW ARROW I W \\ Z J INP. R/W = 9py__ MS got.I-I — — Ms — I I I I I I I Z I o "° DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN"�� >o DESIGN V��J E cottage ®Stantee 270 DESIGNED SDP EROSION CONTROL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP Grove MILITARY TRAIL OF FE ericy Meet 3335 Highway 36 W SAP 180-121-001, SAP 180-123-001 m- APPROVED DRS �h@fe pride and ����� S}. Paul, MN 55113 PROF. NO. ,8038,8—taar�.cm SAP 180-110-013, SAP 180-020-013 547 INP. R/W 926 924 922 — CONSTRUCTION LIMITS 922 — — — — Ms Ms Ms Ms Ms Ms Ms Ms Ms — —ms-- els s 0 25' W z 145 J 2 Q 50' ,s ns sI s, ms- � S� N S s Ms— Ms Ms X914' — MS — — — —MS — MS— — Ms- INP. R/W _ Ms Ms MS — MS — Ms M— — — — — — L--- 912 918 - --- --� -— 916 Ms — SILT FENCE, TYPE MS CONSTRUCTION LIMITS g14 `\ NOTE: �\ SEDIMENT CONTROL LOG 0908 \ SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. «tel TYPE COMPOST USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED. STORM DRAIN SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. ® INLET PROTECTION © CULVERT END CONTROL FLOW ARROW 0 25' 50' � INP. R/W — — — -CONSTRUCTION LIMITS — LU — — — — J — — — — — — — — -MS p�hg-�14s ii5— MS-� -MS '� -Ms -MS ms -14S = MS-�-MS MS -145 -MS M5 S Mg-�-Ms MS --Pols ----Ms MS-------14SMS-�-MF'��''IS 30 31 35 29 33 34 — LU �� Z —Ms��i�i., ��T ..S Ms 41s ---MS-- Ms ^s Ms -451 T Ms- �^s "M1s �'FS Q CONSTRUCTION LIMITS ♦o O INP. R/W ME* I i i I NO DATE APPR REVISION SURVEY PEW Cottage Grove ptosP edty Meet here ® Stantec 2335 Highway W EROSION CONTROL PLAN MILITARY TRAIL CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SHED DRAWN SMV/.E 271 DESIGNEDJED CHECKED JED OF APPROVED DES pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 a a w<w W Z J 2 U Q MS-�-MS �i`'I.s� Ms��15-� MS-�-f4S -MSS 14S ��1S-� MIS --14S 38 INP. R/W CONSTRUCTION LIMITS rM5- Ms --MS 40 �f2 41 42 TSS MS — s MS - MS MS-- —ms ----M' i�-r— KS -._-i�i5 �—4- -Ms ----ms--ws- ..= -MS---ms----ms— Ws - —s — — — — — — — — — — — —� — — \ CONSTRUCTION LIMITS INP. R/W -♦c SILT FENCE, TYPE MS SEDIMENT CONTROL LOG NOTE: \\\ TYPE COMPOST SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. / \ STORM DRAIN USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED. INLET PROTECTION SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. CULVERT END CONTROL FLOW ARROW MATCH LINE 0 25' 50' 1 3 \ - INP. R/W CONSTRUCTION LIMITS AA - _ If= -11 �i� I I \\ 4- 47 46 << kw ` �M FIM a � �_ _� �ht=s a -FM FM FM — FM FM FM FM ` � — FM FM — � — Ffv� — F{� � ,.� -fNY--` FM -FM �M FM — FM FM �� FM FM FM FIM �— FM — FM — FM — FM — FM — FM — — =-- z=—=— _ -- --' —v==--------�------------------------------------------------------------- �II �_--y4 --- -- CONSTRUCTION LIMITS --------------------------- -- ----------------------------------------------------------------------- -- ----- -------- - --- ------- 1 INP R/W 7- 0 25' 50' NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"Ea DRAWN SMV/MAF / Cottage Stantee 272 Desi�NPD 'DP � Grove EROSION CONTROL PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL ericy Meet 2335 Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "h@fe pride and ��St. Paul, MN 55113 PROF. NO. 18038,8 _'tantAC.A_ SAP 180-110-013, SAP 180-020-013 547 o=F. heQQ 'A' waw o 000 \ Mg Ms MS Ms — — — — — 1 Ms — Ms - - - - - MS — Ms— — — — — Ms — As Ms M Ms Ms MS MS MS As As Ms Ms 902 900 906 V t V Rq�IN\ � Eg RAVINE - WS >) 910 �2 N 0 25' 50' 2 892 894 896 898 896 894 — 892 / 902 — ms— SILT FENCE, TYPE MS SEDIMENT CONTROL LOG TYPE COMPOST 908 STORM DRAIN ® INLET PROTECTION \ © CULVERT END CONTROL \ 200 FLOW ARROW \ ♦c NOTE: SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. _ USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED. SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. \ NO DATE APPR REVISION SURVEY PEW Cottage � Grove here pride and ptosP ericy Meet Stantee ags Highway 36w St. Paul, MN 55113 —.stant—c— EROSION CONTROL PLAN PON D/BOWLAREA CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 — DRAWN SMV/MAF 273 DESIGNED 'DP CHECKED JDP °F APPROVED DES 547 PROF. NO. 1803878 o.Q ooQQ a aA,= waw _,-a 89 896 !%/e M e �P�zN �N i 894 894 0 N I 0 251' 50' 00, �5 , / / / / / / may/ / i — Ms — SILT FENCE, TYPE MS NO DATE APPR REVISION SURVEY PEW SEDIMENT CONTROL LOG Cottage � Grove here pride and ptosP ericy Meet TYPE COMPOST ® STORM DRAIN CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 INLET PROTECTION © CULVERT END DESIGNED 'DP CONTROL °F FLOW ARROW sNOTE: \ SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR. USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED. SEE SHEETS 221 - 250 FOR DRAINAGE PLANS. NO DATE APPR REVISION SURVEY PEW Cottage � Grove here pride and ptosP ericy Meet Stantee 351 Highway 36w St. Paul, MN 55113 —.stant—c— EROSION CONTROL PLAN PON D/BOWLAREA CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 — DRAWN SMV/MAF 274 DESIGNED 'DP CHECKED JDP °F APPROVED DES 547 PROF. NO. 1803878 o.Q 'A' waw o III III III pl /III I \ / I I I \ III III III I / I I I I\ III \\ I I I 1 \ III III III I / I I I 1 III III / I I I I III III / III III INP. R/W r-- ---------------------------------------------- ------------------------------------------- III ryl I I \��I\-------------------------- ----- ---------------------------------------------------------- ryl------------------------ \ \ \ CONSTR L CTIMIOTS III III \ _ _ _ — — — --- BEGIN SAP 180-123-001– – _ _– – – 65TH -EB --- _ In STA. 100+68.07 O O 99 100 iyi lyz 1 Y.J 65TH ST 104 lub 106 / /-----------------------------------------------------------------------------------------_____ _____________________________ ----------------------------------------------------------------- ----------------- /F F -F -j N a I � � 1 � / � ° \\\ O � I CONSTRUCTION — � —� — — II \ I INP. R/W SEED MIXTURE 25-131 SEED MIXTURE 25-151 OI \ LIMITS FERTILIZER TYPE 1(20-10-20)F777 FERTILIZER TYPE 1(20-10-20) L I 65TH EB \\ DISK ANCHORING DISK ANCHORING \ I SEED MIXTURE 25-131 SEED MIXTURE 25-151 I 0 2550' FERTILIZER TYPE 1(20-10-20) L LL FERTILIZER TYPE 1(20-10-20) I \ I NOTE: HYDRAULIC MULCH MATRIX EC BLANKET CAT 3N FOR LANDSCAPING SEE SHEETS 295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332 SEED MIXTURE 25-141 SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N EC BLANKET CAT 3N SEED MIXTURE 25-141 SEED MIXTURE 34-261 i FERTILIZER TYPE 1(20-10-20) r7m FERTILIZER TYPE 1(20-10-20) I DISK ANCHORING EC BLANKET CAT 3N I I I SEED MIXTURE 25-151SEED MIXTURE 35-621 FERTILIZER TYPE 1(20-10-20) 0 0 0 A A FERTILIZER TYPE 1(20-10-20) I HYDRAULIC MULCH MATRIX DISK ANCHORING I O I INP. R/W � I h I CONSTRUCTION PROP. R/W ---------------------------- I J I LIMITS ------------------- U- -- --U- Ln 00O + 12 313 314 + O +moi 107 108 109 110 111 112 113 114 65TH ST F F- - IIOG G I I I I I \I N I I - (�F INP'I_ I I I CONSTRUCTION I I I I LIMITS I a 1I 65TH - EB I I I I I I I I I o II 0 25 50' NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF Cottage Stantee 275 Desi�NPD 'DP � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP 65TH STREET ericy Meet zags Highway SAP 180-121-001, SAP 180-123-001 o` APPROVED DRS "h@fe pride and Qf°`�P St. Paul, MN 55113 PROF. NO. 1803878—t—t—c— SAP 180-110-013, SAP 180-020-013 547 0 I I I I I I I I I I I I I I I I I I I I ----�---------J L----------L---------J 65TH - WB -i Ln O N (k 25' 50' 315 i 316 3 116 1 PROP. R/W CONSTRUCTION LIMITS 1 319 Ln 318 + 65TH ST 118 119 _ 121�i / INP. R/W / / 65TH - EB I / / I CONSTRUCTION LIMITS SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING DISK ANCHORING I SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) L L L L SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) NOTE: HYDRAULIC MULCH MATRIX EC BLANKET CAT 3N FOR LANDSCAPING SEE SHEETS 295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332 SEED MIXTURE 25-141 FERTILIZER TYPE 1(20-10-20) SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N EC BLANKET CAT 3N N I i✓/ i / / SEED MIXTURE 25-141 SEED MIXTURE 34-261 FERTILIZER TYPE 1 (20-10-20) FERTILIZER TYPE 1 (20-10-20) 65TH WB / / - - / I - - I DISK ANCHORING EC BLANKET CAT 3N --- / SEED MIXTURE 25-151 SEED MIXTURE 35-621 - = — — — — — — 00000 / PROP. R I I FERTILIZERTYPE 1 (20-10-20) � FERTILIZER TYPE 1 (20-10-20) J I— HYDRAULIC MULCH MATRIX DISK ANCHORING / / // // // // // // // / // // / // // // // // / // / / / / / / / / / / / //CONSTRUCTION i/ LIMITS /%//// 322 323 324 325 326 X327 328 N v 65TH ST Lr) 127 128 00 �i 122 e 123 N U N I M O - O FrIFF N / f CONSTRUCTION I INP. R/W I I�II� a III I III III 65TH - EB III o III Z III o v III I I III z III I III III I III III I I 0 2550'nr-- "° DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN 3HE� DRAWN SMU/MAF / Cottage Stantee 276 — DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP 65TH STREET erLty neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and Q,OSP St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 Lf) 00 N ri AP 180-123-001 - EB .30+50.03 — — — — — — — — — — — — — — — — — 131_ 132_ 133 134 135 _X—XX— 0 0 O I I I I I I I I I I I I I I I I I I NOTE: FOR LANDSCAPING SEE SHEETS 295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332 N 0 25' —I T 13 — I I I I I I I I I I jF=SEED MIXTURE 25-131 SE FERTILIZER TYPE 1(20-10-20) FE DISK ANCHORING DI SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX SEED MIXTURE 25-141 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 25-141 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX 50' ED MIXTURE 25-151 RTILIZER TYPE 1(20-10-20) SK ANCHORING SEED MIXTURE 25-151 L L L L FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 34-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 35-621 A A SE 0 0 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 277 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP 65TH STREET er)ty neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 staatl.�m SAP 180-110-013, SAP 180-020-013 547 I I I I I I I I I I I I I I 10 c, ~ 12 14 cn 15 16 i SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) T ------------------- I I I I I I I Z 0 25' 50' NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 278 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP IDEAL AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistante .gym SAP 180-110-013, SAP 180-020-013 547 ------------- SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) i SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING DISK ANCHORING NOTE: SEED MIXTURE 25-131 FERTILIZER TYPE 1(20- 10-20) SEED MIXTURE 25-151 L L L L FERTILIZER TYPE 1(20-10-20) FOR LANDSCAPING SEE SHEETS 295 - 313 HYDRAULIC MULCH MATRIX EC BLANKET CAT 3N FOR IRRIGATION SEE SHEE-FS318 - 332 SEED MIXTURE 25-141 FERTILIZER TYPE 1(20-10-20) SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N EC BLANKET CAT 3N SEED MIXTURE 25-141 FERTILIZER TYPE 1 (20-10-20) SEED MIXTURE 34-261 FERTILIZER TYPE 1 (20-10-20) DISK ANCHORING EC BLANKET CAT 3N SEED MIXTURE 25-151SEED FERTILIZER TYPE 1(20-10-20) MIXTURE 35-621 o 0 0 0 o FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX DISK ANCHORING NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 278 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP IDEAL AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistante .gym SAP 180-110-013, SAP 180-020-013 547 o.Q h=Q= a Aa? waw o BEGIN SAP 180-110-013 JAMAICA - NB STA. 601+24.84 INP — — — JAMAICA AVE 602 603 604 ---------------------- INP. R/W J 7- D 0 25' 50' JAMAICA - NB INP. R/W CONSTRUCTION LIMITS JAMAICA - SB CONSTRUCTION LIMITS V V I CONSTRUCTION LIMITS V JAMAICA - SB V V 705 706 606 607 O Ln M SEED MIXTURE 25-131 SEED MIXTURE 25-151 ` FERTILIZER TYPE 1 (20-10-20) FERTILIZER TYPE 1 (20-10-20) NOTE: DISK ANCHORING DISK ANCHORING FOR LANDSCAPING SEE SHEETS 295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332 SEED MIXTURE 25-131 SED MIXTURE 2 51 FERTILIZER TYPE 1 (20-10-20) E 1 (20-10-20) HYDRAULIC MULCH MATRIX EC BLANKET CAT 3N SEED MIXTURE 25-141 SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N EC BLANKET CAT 3N SEED MIXTURE 25-141 SEED MIXTURE 34-261 i FERTILIZER TYPE 1(20-10-20) FERTILIZER TYPE 1(20-10-20) DISK ANCHORING EC BLANKET CAT 3N SEED MIXTURE 25-151 SEED MIXTURE 35-621 FERTILIZER TYPE 1(20-10-20) o A A 4 a FERTILIZER TYPE 1(20-10-20) END SAP 180-110-013 HYDRAULIC MULCH MATRIX DISK ANCHORING JAMAICA - SB STA. 611+64.29 O 708 709 /710 711 1 712 713 713 ------------------------ ro JAMAICA AVE ------- -------- ------------- ----------- --------- 608 609 610 611 J 612 613 613 --------- \` CONSTRUCTION ` LIMITS — — — — — — — INP. — — — — — — — — — — — — — — — — — — — — Z JAMAICA - NB x x x X- 0 25' 50' NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 279 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP JAMAICA AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 o.i h=0 aA, opo N (k 0 25' 50' 1 PROP. R/W V V BEGIN SAP 180-121-001 V RAVINE - EB > > > V > STA. 170+32.69 A A A A A A A A / CONSTRUCTION RAVINE WB / , / / , / / / , / / / / , / , / , , / / / LIMITS RAVINE PKWY RAVINE - EB ,'COORDINITE WITH KINGSTON /fELO ,//DEVELOPERFORTURFESTABLISHMENTLIMITS/ / ' �'/ NOTE: FOR LANDSCAPING SEE SHEETS 295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332 -- _-- �- - 1 CONSTRUCTION 1 1 1 1 1 1 1 1 / / I RAVINE WB RAVINE PKWY COORDINATE WITH KINGSTON FIELD 0 25' 50' ! j / / DEVELOPER FOR TURF ESTABLISHMENT LIMITS ! 1 I I I lil iE; l i li l! l 11, 1, 1 1 lel' 1 1 l�l'lll� 1 I I V SEED MIXTURE 25-131 A- DISK ANCHORING k SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) � 175 COORDINATE WITH KINGSTON FIELD 0 25' 50' ! j / / DEVELOPER FOR TURF ESTABLISHMENT LIMITS ! 1 I I I lil iE; l i li l! l 11, 1, 1 1 lel' 1 1 l�l'lll� 1 I I V NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 280 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878—.sta't—c— SAP 180-110-013, SAP 180-020-013 547 SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING L L L L SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX SEED MIXTURE 25-141 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 25-141 ' / /', FERTILIZER 10-20) A A 0 0 DISK ANCHORING DISK SE SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 280 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878—.sta't—c— SAP 180-110-013, SAP 180-020-013 547 SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING L L L L SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 34-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N A A 0 0 SEED MIXTURE 35-621 SE FERTILIZER TYPE 1(20-10-20) DISK ANCHORING NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 280 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878—.sta't—c— SAP 180-110-013, SAP 180-020-013 547 . hQ0Q ooQ= a- a Aa= waw o �\W N O CONSTRUCTI\ RAVINE WB \ \ \ \ 1 \ \ \ \ v 1 v 1 v v LIMITS v v v A v A V V v A I I V A A V A v v A v `v v\ 'V v V v v A vvv v v v v v v A v v v A v v v v 1 v A A v 1 A v I A V A AV A A Av A A 1v A I VA AV A v 1v A v vv I v v v \V A 11 \V A 1V A 1i � A Av vV A vv 1V v vV A A vI I v vv v v Av v v v A vvv vv v v Av v v v A vvA Iv v A Av A v V v v A A V A Al A v V A v v v I vV A V A v v 1 v v A v v v v v v v v A v v v A 1 Av 1 A J ON O RAVINE PKWY 380 vvAvAvV v v v v Av \v A A vV A V v V I A Av A A vV A V A v V v I Av A A vV A V v V v Iv v A vv v v v v v v AI v A Av v v v v v v Av I A Av A V A 1vA 1 1 1 1 \ \ 1i A v AV v A A V A v vI v V v A v A v V v v v 1 vv v A v vV v v v v Iv v A v A v V v v v v v A v \V A V A v V v v I A V A V v v v v 1 A v 1 v v 1 V v 2 v v A vAvVv vv v v Av v A v A A V A, IT A v, \v v v A A V A v V v A v A V A V v I v v v v V v vvv I v v v V v v v v v I v v A V 1 V 1 v v v v 1 A V A PROP. RNv RAVINE EB v V v V v v I v V v v v v v v I V v v v v v v I V A V v v v A v A V A VCOORDINATE WITH KINGSTON FIELD I v \ 1\ �A �A \A \I � A. A. �A ,V\A A LV�A1 OPER FOR TURF ESTABLISHME LIM , �v v v A V v v I v v v v vDEE 0 25' 50� NOTE: A FOR LANDSCAPING SEE SHEETS 295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332 I l 1 1 / l l i I I 1, //E RAVINE - WB / / l l I l l ; 1 I ; 1 PROP. RM \ 3S5 Q) + + N o 185 RAVINE PK\W 0 I `\ CONSTRUCTION LIMITS PROP. RM/ , i l ; � 1 ; � I � � l � � l ; l l ; l l ; 1 I ; / /RAVINE - EB COORDINATE WITH KINGSTON FIELD _ 0 25' 50' _ / / ; ; I DEVELOPER,FOR TURF ESTABLISHMENT,LIMITS �lll,lTll,lllll;lllTl:l/lTl.lA,l. 1 -- O \01 v v 1 A v 1 AV v A AV 1 1v A A v 11 V A V 1 1 1 v v v v v v A 1 V A V A v 1 1 A v A A V 1 V 1 \ \ \ \ 1 1 I 1 1\ vV v Av vv A vv 1V v v\ vv v v1 v Av vv A vv vV 1 v\ v1 vv v vv vv v 11 vv vv vv v 1v 1v v vv 11 v vv Iv v1 vv v vv 1v SEED MIXTURE 25-141 i FERTILIZER TYPE 1(20-10-20) SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) SEED MIXTURE 34-261 FERTILIZER TYPE 1(20-10-20) SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING SEED MIXTURE 35-621 FERTILIZER TYPE 1(20-10-20) SEED MIXTURE E 1(2 FERTILIZER TYPE 1 (20-10-20) SEED FERTILIZERRE 25-151 1 (2 (20-10-20) HYDRAULIC MULCH MATRIX EC BLANKET CAT 3N SEED MIXTURE 25-141 FERTILIZER TYPE 1(20-10-20) SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N EC BLANKET CAT 3N SEED MIXTURE 25-141 i FERTILIZER TYPE 1(20-10-20) SEED MIXTURE 34-261 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING EC BLANKET CAT 3N SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) o a a a a SEED MIXTURE 35-621 FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX DISK ANCHORING NO DATE I APPR REVISION SURVEY NEW SHEET DRAWN SMV/ShE CITY OF COTTAGE GROVE, MN Cottage ® Stantec 281 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED /DP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 oFEa h Q0Q a a�a= a'a 00 N TE I I CONSTRUCTION 0 25 50' i , , i i , i , i , , , , i , i , ,' RAVINE- WE i , ,' i , i i , i , I INP. R/W I ILL SS RAVINE PKWY 390 oa_ LL— -LLLLr, L L LLLLLLLLLLLLLLLLL LLL -L N LLLLLLLLLLLLLLLLLLLLLL -L LLLLLLLLLLLLLLLLLLLL 190 LLLLLLLLLLLLLL L L L L L L L L LLL ,'', �' a ,' i'CONSTRUCTION SEED MIXTURE 25-131 SEED MIXTURE 25-151 COORDINATE WITH KINGSTON�FIELD ' /' ' ' �' i� ,' w ',' LIMITS FERTILIZER TYPE 1 (20-10-20) FERTILIZER TYPE 1 (20-10-20) 'DEVELOPER FOR TURF ESTABLISHMENT LIMITS i' ' ' �' ' '� ' �'I I ' ' I DISK ANCHORING DISK ANCHORING RAVINE - EB INP. R/W I I � SEED MIXTURE 25-131 SEED MIXTURE 25-151 i w i FERTILIZER TYPE 1 (20-10-20) (20-10-20) NOTE: � � � � FERTILIZER TYPE 1 HYDRAULIC MULCH MATRIX EC BLANKET CAT 3N FOR LANDSCAPING SEE SHEETS 295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332 SEED MIXTURE 25-141 SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N EC BLANKET CAT 3N SEED MIXTURE 25-141 SEED MIXTURE 34-261 ° FERTILIZER TYPE 1(20-10-20) FERTILIZER TYPE 1(20-10-20) ° a° ° y y y y y y y y y y y y y y y y y DISK ANCHORING EC BLANKET CAT 3N SEED MIXTURE 25-151SEED MIXTURE 35-621 FERTILIZER TYPE 1(20-10-20) 0 0 0 A A FERTILIZER TYPE 1(20-10-20) i °°°°°° y y y y y y y y y y y y y y y y y y y y y yy y y y HYDRAULIC MULCH MATRIX DISK ANCHORING a ° °° ° a y y y p 0 y y y y y y y y y y y °a°aa°a°aa°a°a y y y .a° ° y y y °°°°°°°a°°°°°°°° a a ° y y y y y y y y y y y a °°° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° °°° °a °° E W y y y� O y y y y y y y y ° °° °a° °a° °a° °a° °a° °a° °°° a°° a°° °°° °°° °° J a°a ° ° a° a° °° °° °° °° °° °° °° °° °° °° °° °° a ° °° y y y y y y °° °°° °°° °°° °°° °°° °°° °°° a°° a°° a°° °°° a°° °°° °°° a°° ° a ° y ° ° a° a° a° °° °° a° a° a° a° a° a° °° a° a° °° as �L° y y y y y y y ° a° a° a° a° a° °° °° a° a° a° a° a° a° °° a° a° °a a ° y a a O a a a ° ° a a a a a ° ° a a ° a `11111 °° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° a ° a ° a ° a ° a ° ° ° ° ° a ° ° a ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° a ° a ��� ��` °° a ° y a ° y y°y y y y y y y y y y y ° y °y ° ° ° ° °°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° a ° a ° a ° a ° a ° ° a ° ° ��� �.a °° a °° a °° ° °° ° °° ° °° ° °° ° a° ° °° ° °° ° °° ° °° ° °° ° °° ° °° ° °° ° °° ° a° ° a° ° °° ° °° ° °° ° °° ° °° ° a° ° a° a <j ° °a ° °a ° °a ° °a ° ° a °° a � a a a_ ° ° a^ a a^ a a a a a a ° a° a° a° a° a° a° °° a° a° ° a ° a ° a ° a ° a ° a ° a a °° an° a a ` \ a a °.a °_ °_a ° a °^a °^a .a°^°.a°^° °°^°_a° °_ ° ° °^a a°^a -a°^°- ° °-°° ° °° °^°�°°^°a°°^°a°°^°°°°P, 1 °°°° ° ° + 195 RAVINE AVE Ln s l l i l i l I TURF ESTABLISHMENT IN SWWD POND BELOW AN ELEVATION OF 902' WILL BE DONE BY OTHERS, TEMPORARY SEED ONLY 0 25' 50' 4 00 NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 282 Desi�NPD 'DP � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878—ta,t—c— SAP 180-110-013, SAP 180-020-013 547 m55 o=F.Q he< oO�zi Aaa 0 0 0 0 N (k 25' \v 8) 25' z 4 4 4 4 4 4 4 5 5 5 5 5 5 w w wV V V V V V V V 50' V V V V V V E V V V a w w w w 4 4 4 4 V V V V V V V V 4 4 4 4 4 4 4 4 4 4 4 4 4 4 w w W w w 4 4 4 4 V V V V V V V V V V V .✓ w w .✓ w w 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 m w m V V V V V V V V V V V V V V V 1717"7 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V .✓ w w w w w V V V V V V V V V V V V V V V V V V V V V V V w wV V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V w w w w w w w V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V 7777 V 77 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V o V V V V V V V V V V V V V V V V V V o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o V o 0 o V V V o 0 o V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVOVVV0000VVV000VVV000VVV000VVV V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V (� V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V VV V � V V V \J O !v n V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V ^ V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V E7 A- �( V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V a ' O V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 4 4 S7 S7 S7 S7 S7 4 4 4 4 4 4 4 `/ V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V � � 200 / RAVINE PKWY SEED MIXTURE 25-131 SEED MIXTURE 25-151 ONSTRON / / C UCTI / FERTILIZER TYPE 1(20-10-20) FERTILIZER TYPE 1(20-10-20) /' / / / / DISK ANCHORING DISK ANCHORING LIMITS / / / / / � / � SEED MIXTURE 25-131 FERTILIZER TYPE 1 20-10-20 ( ) SEED MIXTURE 25-151 � � � � FERTILIZER TYPE 1 ) (20-10-20 RAVINE - EB HYDRAULIC MULCH MATRIX EC BLANKET CAT 3N /�i SEED MIXTURE 25-141 FERTILIZER TYPE 1 20-10-20 ( ) w SEED MIXTURE 33-261 / / / / w FERTILIZER TYPE 1 (20-10-20) u ! / / / / / / NOTE: EC BLANKET CAT 3N EC BLANKET CAT 3N FOR LANDSCAPING SEE SHEETS 295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332/ SEED MIXTURE 25-141 FERTILIZER TYPE 1 (20-10-20) SEED MIXTURE 34-261 FERTILIZER TYPE 1 (20-10-20) DISK ANCHORING EC BLANKET CAT 3N pap°pD°°pPppa°°ppP°°pappP°°pa°°pa°pPp °° SEED MIXTURE 25-151SEED FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX MIXTURE 35-621 V o o V V FERTILIZER TYPE 1(20-10-20) DISK ANCHORING TI a p pPp a p pPp pap P p a P p pap p P Dap pPp a p pPp pPp P p a p P p p a a D p P r r r r - p a pa p P pD a p p P pa a p °pPp a p °p D p °a P p a p °pPp °a a p p P °pap °p D p P p °p a P a °pPp pap P p °p e e 0 INE - WB. p D p P p pap P p a p pPp a p D p pPp a p P p a p° P p a p P p° P p a p D a P p p a p P D a a p P a P a d P D P D a d P a d a O a p pPp a p p° p pap P p pPp pap P p pap pPp a p pPp a p° P p pPp P p° P p °pap P p° nap D� p P� ppp DDp� a� app ppp a ppp D°p ppb aap� ° Dp p pDp Ppb aap�ppp ppb ppp a pDp� DDp�p� p Daae p p DPpp ap p pPD°pp a pp p°D e e e p^ ppP D P p P D P p p P p a D P p p a p P p a p p P P P a p p P a p P p D a P p P p p a P p a s pPp r r r r ap °p P° °a,pa p Pp°P°P pap ° °PpD° P°p ° °a p pp D p °P p ° °a a pp DDp °a A °p P°p 0' pP° °P a °d pD° °P pa° °P pp°p°a°a p ° °D a ° ° Dp ° a° ° °^a° ° D P° ° ° °° ° �° ° °p ° °a a °P�p ° a P p p a p D ppp p P pap p P ap a D pap p P pD a s DpD p a DPD D P p p a D p D p a as D D Dap p P a p D D p a D P D p ._. P P p a p I� X P a p p P p P a D p p a p a D D a D a D p D D p D D D N n p D a ppP D p pp D D p a P P p pp p P D p as p P pD p a D P Pp p a DD p P D a pD D D DPP D a pa p P D a a D �' 205 °, P p p PD D ap a pQ DDp a� p p� p D a� p p D� a a� p P pp p ap p P pp pap pp p as p P pp pap p P pD P p P D O a p p p a D P pa p P DD p a p P pD p a PpP pap p P n P 210 fy — N ------ — ------ ----------------- ------------------ – ----- PKWY -------------- -- ------------------- ------------------------------------------- - RAVINE - EB ---- - - - - PROP. R/W--------- - - -- ----- — — - ---- ------------------------------- ------ _ — CONSTRUCTION ----------------- - LIMITS NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 283 DESIGNED '°` � TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED Grove erity neer zags Highway 36w RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 APPROVED DRS ""i pride and °F �,,,p St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 oJ.= Q�a~ a' a 0 0 0 25 50' 410 PROP. R/W V , D � �p WpWp WPP�p DND�p PDWpDP�W pDb��� �`�j ,'RAVINE -WB L ��� L �L L� L� L L� OF EF PROP. SEED MIXTURE 25-131 SEED MIXTURE 25-151 FERTILIZER TYPE 1 (20-10-20) FERTILIZER TYPE 1 (20-10-20) / DISK ANCHORING DISK ANCHORING SEED MIXTURE 25-131 SEED MIXTURE 25-151 RAVINE - EB '' FERTILIZER TYPE 1 (20-10-20) (20-10-20) / L L L FERTILIZER TYPE 1 CONSTRUCTION L HYDRAULIC MULCH MATRIX EC BLANKET CAT 3N LIMITS TRANSMISSION EASEMENT SEED MIXTURE 25-141 SEED MIXTURE 33-261 - FERTILIZER TYPE 1 (20-10-20) FERTILIZER TYPE 1 (20-10-20) NOTE: EC BLANKET CAT 3N EC BLANKET CAT 3N FOR LANDSCAPING SEE SHEETS 295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332, SEED MIXTURE 25-141 SEED MIXTURE 34-261 FERTILIZER TYPE 1(20-10-20) FERTILIZER TYPE 1(20-10-20) DISK ANCHORING EC BLANKET CAT 3N , / , / , , / / / / SEED MIXTURE 25-151 SEED MIXTURE 35-621 ' ' FERTILIZER TYPE 1 (20-10-20) FERTILIZER TYPE 1 (20-10-20) HYDRAULIC MULCH MATRIX DISK ANCHORING RAVINE WB X/,// ITT I M ►t � ►t I 415 420 0 LLLLLLILLLLLLLL RAVINE PKWY LLLLLLLLLLLLLL TRANSMISSION EASEMENT N LLLLL LLLLLLLL + LLLLL �LLLLLLL' N N N riIn UI N I - 220 � I a I O / / RAVINE - EB ' �� /',' �� /' ,' ' PROP. R/W CONSTRUCTION LIMITS I 0 25' 50' NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN a"ra DRAWN SMV/MAF Cottage Stantee 284 - DESIGNED 'DP � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP RAVINE PARKWAY edty Meet 2335 Hlgnway33w SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and ����� St. Paul, MN 55113 PROF. NO. 1803878—taat—c— SAP 180-110-013, SAP 180-020-013 547 °A waw _opolo r I 1 1 10�ffr�iiirrrrrrrr TE TRANSMISSION EASEMENT PROP. RAV RAVINE PKWY a ,' ' END SAP 180-121-001 "/ y Y ' / , RAVINE - EB , ,STA. 228+45.76 o _ Z Z RAVINE - EB PROP. R/W CONSTRUCTION LIMITS NOTE: FOR LANDSCAPING SEE SHEETS 295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332 V / N ' x 0 25' 50' / SEED MIXTURE 25-131 SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) FERTILIZER TYPE 1(20-10-20) DISK ANCHORING DISK ANCHORING SEED MIXTURE 25-131 SED MIXTURE I TURE2 151 FERTILIZER TYPE 1 (20-10-20) E 1 (20-10-20) HYDRAULIC MULCH MATRIX EC BLANKET CAT 3N SEED MIXTURE 25-141 SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N EC BLANKET CAT 3N SEED MIXTURE 25-141 SEED MIXTURE 34-261 FERTILIZER TYPE 1(20-10-20) FERTILIZER TYPE 1(20-10-20) DISK ANCHORING EC BLANKET CAT 3N SEED MIXTURE 25-151 SEED MIXTURE 35-621 FERTILIZER TYPE 1(20-10-20) o 0 0 0 o FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX DISK ANCHORING NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF / Cottage Stantee 285 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 N (k 0 25' 50' M 4 0 w _ \4 4 � � D D � S7ppppp w w w w W w W W w w y W w w W w w f, 4 p p 4 w w w p p p w w w A a ppp w O w p p p y w p p p w w w p p p w p p w A p p w -ppp w p p p ppp A w y w w � ppp ° m ' !\\\- °�° p p ° �o p p A A 4�0 DDpCDDCCD p C D C p C p p DD C DD C Dp C C C DC D pC C DD C pC D CDC D CD pCCDDC pC DpDCpC DpDCD V D C D C C D D p p D C p C p C p CC pDDD p D D D D D C C p C D C D C D C D C p p p C D C D C p C D C p p D C p p p C D C p C D C D C D C D C D C p C D C C C C C C C C D C D D C C D D C D C D p C D C p p D C p C D p D C C p C p D p D p C C C C C D D C p D p C D C p C D C p C D C D C D C p C D C C D C D D p C D D p C D C p D D C D D C C C D C D C D p D D C p C p C D C p C D C p p D C D C p C p C C p D C D C D p p C D C p D p C D C C D D C C D D C C D D D D D D D C D C C D C D C D C p C D C p C D C D p p C D C C C D C C C C C D C D D D C D C D D C C C C C D DA C D C D C C C C C D D p C P C C C D D D C D C p C D C C C C p C C CD C C C C D D C D C C p D p D C D C D C C C D C C C D D C D C C C C p C p C D C p C D C D C D C p C D p p C D p D C p C C C p C C C D C C p C C D C D C p C p Dp p Dp C DD C CC C CD C CC C DD C DD D CC D DC C C D D C p C D C p p p C D C p C D C D C C C DC C DC C DC C CD p DC C Dp p CC p CD C pD p D p DD C DD C CD C DC CDC CDC D DC C DC C CC D D C C D C C D C D C D C Dp C pC C pD D CC C DC C CD C DC D CC C C p DD C DD C DD C DC C CC p DC p CD p CD p D C D C D D D C p D CD C DD C CC C DD p CC p DD p DD p CD p _v b- C A v V .p -° p p p p p p Vw °°" °p p p °p p p p p p p ," ' °° p p p p p p p p p p° °� p p pppp pp ° ° p p A p ° w w pp p ppp pppp y J w y ppp ppppp p w w ppp ° °ppp .r p p p p p p p w p p p p p p pppp p ppp p A A 17 17 w .✓ .✓ w w w w w w •� p SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) p° DISK ANCHORING NOTE: FOR LANDSCAPING SEE SHEETS 295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332 / TURF ESTABLISHMENT IN SWWD / POND BELOW AN ELEVATION OF 902' / WILL BE DONE BY OTHERS, \\/ TEMPORARY SEED ONLY Ii INP. R/W / RAVINE PKWY 0 25' 50' SEED MIXTURE 25-131 pm FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX L L L L SEED MIXTURE 25-141 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 25-141 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX 0 25' 50' ������� \ .-� v C D C C C D D C D D D D D C C D C C C C D C D C C C C C D C D C D C C C D C D C C D C D D V C C C D C C D D C D C D C C D C N " p D D p C p C D C C D C D C D C D D C p C C D C D C C C C C p C D C p C C D D D C D D C C D D C p C C C \\ C v p C D D p C D C D p D C D D C D C C C C D C D D D C C `� CDD C CC D CC C CD D CC D C C C D C" C p" v C' v C' C p C D C p D D D C D C C D C C D D C D D D RAVINE - WB pC C CC C DC C C Dp C CD C p C D C D C Cp C Cp C t7' C D D C D C C D C D C D D D C D C C C C D C C C D C C p C C D C D C D C C C C C D C D C C D D C D C C C C C D D C C DC CC CC CD pD CD. CD DD CD CD CD CC pD pC pD pC DC pC DC CC DC CC DC� 1�C' �C pC DC C � � D D D C D C C C C D C D D C C C C D C C C C C C C C D CD C pD C p D p D p C D p C D C C C C C C C D C p C p C D C p C D C D C D C p C D C p C D C p C C C D D C C D C C C D C C C C C C C D C C D D C C C CCDDC Dp CD v - D C D C C C C C C C D CC C D C D C C C D D D C C C D C D C D C D p D p C D C C C C D C D C D C C C D C C C p p CC DC CD DC DC CD CD Dp DD Cp Dp CD Dp C C � � � � CCCCCCD � � � � p p p C D C p C D C D C D C D C D p C C D C C D C C D C D C D p C D p p C D D C D C D C C p D p D D D D D D C C C C C C DC C D C p C pppp D C C D C C C C C C C 'CCCCC CC pppp Cp DCCDCpDCDCDDCDp CDpC D p D C D C C C C C C D C C C C C p D p C p C C C D D C C D C C C C D D C p C D C C p D C D C D C C C C C D 1, Cp C CD C DD CCD C DD C Cp p Dp C DD C D D C p C p C D C p C D C D D v- DCD �.,�� NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 286 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 o` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING L L L L SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 34-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N p p p p p SEED MIXTURE 35-621 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING ������� \ .-� v C D C C C D D C D D D D D C C D C C C C D C D C C C C C D C D C D C C C D C D C C D C D D V C C C D C C D D C D C D C C D C N " p D D p C p C D C C D C D C D C D D C p C C D C D C C C C C p C D C p C C D D D C D D C C D D C p C C C \\ C v p C D D p C D C D p D C D D C D C C C C D C D D D C C `� CDD C CC D CC C CD D CC D C C C D C" C p" v C' v C' C p C D C p D D D C D C C D C C D D C D D D RAVINE - WB pC C CC C DC C C Dp C CD C p C D C D C Cp C Cp C t7' C D D C D C C D C D C D D D C D C C C C D C C C D C C p C C D C D C D C C C C C D C D C C D D C D C C C C C D D C C DC CC CC CD pD CD. CD DD CD CD CD CC pD pC pD pC DC pC DC CC DC CC DC� 1�C' �C pC DC C � � D D D C D C C C C D C D D C C C C D C C C C C C C C D CD C pD C p D p D p C D p C D C C C C C C C D C p C p C D C p C D C D C D C p C D C p C D C p C C C D D C C D C C C D C C C C C C C D C C D D C C C CCDDC Dp CD v - D C D C C C C C C C D CC C D C D C C C D D D C C C D C D C D C D p D p C D C C C C D C D C D C C C D C C C p p CC DC CD DC DC CD CD Dp DD Cp Dp CD Dp C C � � � � CCCCCCD � � � � p p p C D C p C D C D C D C D C D p C C D C C D C C D C D C D p C D p p C D D C D C D C C p D p D D D D D D C C C C C C DC C D C p C pppp D C C D C C C C C C C 'CCCCC CC pppp Cp DCCDCpDCDCDDCDp CDpC D p D C D C C C C C C D C C C C C p D p C p C C C D D C C D C C C C D D C p C D C C p D C D C D C C C C C D 1, Cp C CD C DD CCD C DD C Cp p Dp C DD C D D C p C p C D C p C D C D D v- DCD �.,�� NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 286 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 o` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 o -a oo�= a a 0 a TURF ESTABLISHMENT IN SWWD \ PROP. R/W / POND BELOW AN ELEVATION OF 902' \ j WILL BE DONE BY OTHERS, \ / TEMPORARY SEED ONLY INP. R/W / 410 RAVINE PKWY ro �� LLL �� LLL LLLL l l LL LLLL LLL LLLL LLL LLLL LLL LLLL �� LLL _ ° A, ° °° ° °° ° ° °° p ° LLL``I/LLLL//L �L LLL//CELL L- t- `�L L ---L/ L LLLC//CELL .P v ° ° p ° P ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° P pLLL� LLL LLL LLL LLL LLL LLL LLL LLL LLL LLL LLL LLL / ° °° ° ° ° ° �` ° LL LLL LL LLL LL LLL LL LLL LL LLL LL LL °LL LLL/ LLL LLL LLL LLL LLL LLL LLL LLL —CL LLL LLLL LLL / ° ° °° °° ° °° ° ° ° ° W °° d LLL "LL LLL LLLL LLL LLLL LLL LLLL LLL LLL LLLL LLL LLLL LLL L4/LL 'F ° RAVINE -WB` °� ° L L L L L L LL L LL L L L ° ° ° ° LL L L LLL LLLL�� 4�/�j� �L TRANSMISSION EASEMENT L LLLLLL LLL 215 LLL 'RAVINE - EB°° LIMITS.- SEED MIXTURE 25-131 SEED MIXTURE 25-151 0 25' 50' -10-20) FERTILIZER TYPE 1(20FERTILIZER TYPE 1(20-10-20) 'J\ NOTE: DISK ANCHORING DISK ANCHORING FOR LANDSCAPING SEE SHEETS 295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332 SEED MIXTURE 25-131 SED MIXTURE 2 51 E FERTILIZER TYPE 1 (20-10-20) 1 (20-10-20) HYDRAULIC MULCH MATRIX EC BLANKET CAT 3N SEED MIXTURE 25-141 SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N EC BLANKET CAT 3N SEED MIXTURE 25-141 SEED MIXTURE 34-261 i FERTILIZER TYPE 1(20-10-20) FERTILIZER TYPE 1(20-10-20) DISK ANCHORING EC BLANKET CAT 3N SEED MIXTURE 25-151SEED MIXTURE 35-621 FERTILIZER TYPE 1(20-10-20) A A a A A FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX DISK ANCHORING NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 287 — DESIGNED 'DP � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY edtY neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride andprosP St. Paul, MN 55113 PROF. NO. 1803878—tant—c— SAP 180-110-013, SAP 180-020-013 547 aAa waw of BEGIN SAP 180-020-013 KEATS STA. 501+95.14 CONSTRUCTION LIMITS I/ KEATS , V �� ` , ` , ` , 1 FM FM — FM FM FM FM FM FM FM FM FM — FM FIM FIM — FN 500 501 502 V KEATS AVE —X—X X—XIX—X X—X—X —X X—X—X—X--X—X—X—X—X XXX—X—XX--� \\\ CONSTRUCTION LIMITS — — — — — — ` INP. — — — Z 0 25' 50' O Lr) O Lf) I I w w I � ` — FM FM FM FM FM FM — FM FM FM M F FM FM — FM 507 508 509 I X XIX—X—X—X X , I I I I I Z I I 0 25' 50' <<<<—<<<�< I I I I I /d , FM FM FM FM — FM FM FM FM FM FM FM FM 506 7 \- m 0`-- �` N- 0- 7 X X X — X — X — X X X —X—X—X—r—x— NOTE: FOR LANDSCAPING SEE SHEETS 295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332 CONSTRUCTION LIMITS INP. RNV FM FM FM FM FM — FM FM FM FM FM FM FM FM FM FM — FM FM FM FM 510 KEATS AVE 511 512 KEAT\\ ` CONSTRUCTION LIMITS , I TE < < < < — < < < < < — < < FM O Lr) O Lf) SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING I LL SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX SEED MIXTURE 25-141 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 25-141 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX FM FM FM FM FM — FM FM FM FM FM FM FM FM FM FM — FM FM FM FM 510 KEATS AVE 511 512 KEAT\\ ` CONSTRUCTION LIMITS , I TE < < < < — < < < < < — < < FM O Lr) O Lf) O n M ri Ln NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 288 DESIGNED 'D` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KEATS AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING I LL SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 34-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 35-621 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING O n M ri Ln NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 288 DESIGNED 'D` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KEATS AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 M< Q�a~ A Ao= 0 a TE I <—<<— f----- END SAP 180-020-013 <-<-<-<-<-k< KEATS STA. 515+16.10 INP. RNV v v v v v v v v v v v v v v v v v v V I I — XXX— �_ `v X X XIX XXX X—XX I I — �--------------- - - ---------------- Em FM FM FM FM — FM FM FM — O n 515 516 -1-1 CONSTRUCTION LIMITS iLr) KEATS AVE ---1----------------------- --------------------- \ \ \ \ \ \ \ \ \ \ \ \ I X—XX= XX XX = X—XX — X — XX TE _ _ T � KEATS I 1 I I I V I I I I I I / I I I ----------------------------------------------------------------------------� �- ---------------------------------------------------------------------------------- / �- FM FM FM FM—FM—FM—FM—FM—FM—FM—FM — FM — FM _ FM AFM I FM — FM — FM — FM — FM — FM — 517 517 ------------------------------------------------ ------------------------------------------ I \ V � � I X X X — X — X _ X X — X — X — X X-- X — X� X — X —X �X — X Z I I I I I INP. R/W I i 0 25' 50' V I I i I I I I SEED MIXTURE 25-131 SEED MIXTURE 25-151 -<-<-<-<-<-<-<-< < U i FERTILIZER TYPE 1(20-10-20) F77 FERTILIZER TYPE 1(20-10-20) NOTE: DISK ANCHORING DISK ANCHORING FOR LANDSCAPING SEE SHEETS 295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332 SEED MIXTURE 25-131 SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) NO I DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 289 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KEATS AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1938038]8 staat°c.°om SAP 180-110-013, SAP 180-020-013 547 HYDRAULIC MULCH MATRIX SEED MIXTURE 25-141 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 25-141 \ FERTILIZER TYPE 1(20-10-20) DISK ANCHORING SEED MIXTURE 25-151 F- a a o o FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX NO I DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 289 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KEATS AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1938038]8 staat°c.°om SAP 180-110-013, SAP 180-020-013 547 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 34-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N F- a a o o SEED MIXTURE 35-621 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING NO I DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 289 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KEATS AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1938038]8 staat°c.°om SAP 180-110-013, SAP 180-020-013 547 TE CONSTRUCTION LIMITS — — — — INP. R/W rrr JJ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------fir i — — — — — — — — — — — — — — — — — — — — ------------------------------ I � I i — ---1§ I L ^ INP. R/W • rte` J\ • C SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING SEED MIXTURE 25-151 LEE] E ] FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N NOTE: FOR LANDSCAPING SEE SHEETS 295 - 313 SEED MIXTURE 33-261 FOR IRRIGATION SEE SHEETS 318 - 332 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 34-261 4 44 °4�p°'44"4p"44"4a FERTILIZER TYPE 1(20-10-20) 4°4°44°444°44444°4444 EC BLANKET CAT 3N 44°44444°44444°41,14"44_ 4 44 °° 44 4 - SEED MIXTURE 35-621 4 4 4 4 4 °° 4— °°°°° FERTILIZER TYPE 1(20-10-20) 44444444°44°44444444°= DISK ANCHORING 44444444444°°p444404= 4 4 4 4 0 4 4 4° 4° 4 4 4° 4° 4 4 °4°004°444°4444°4— y 4 4 4 °° °° ° 4 0 4 4 4 °° 4 4 °° ° 4 4 4 4 4 4 4 °° 44 °4 04 44 °° 44 °° 40 44 44 44 44� 4 44 40 40 0° 44 p4 40 44 p4 40 p4 04 44 4 a 4 4 4 4 a 4 4 4 4 41,1 4 4 a 4 ° ° 4 ° 4 ° a ° 44 a ° a 4 4 a 4 4 4 4 a 4 4 4 a 4 ° 4 4 ° 4 4 4 4 4 44 0 4 '14 4 0 4 0 4 4 4 0 4 4 4° 4 4 4° 4 ° a ° 44 4 a 4 4 4 4 a 4 4 a 4 4 4 4 a 4 ° 4 ° a 4 4 ° a 4 4 4 4 a 4 4 a 4 a ° 4 4 4 4 4 0 4° 4 p 4 4 4 4 4 0 4 4 4 4 a 4 4 4 a a 4 4 ° 4 ° 4 ° p 4 4 ° p 4° 4 4 4 p 4 0 4 p 4° 4 4 ° 4 4 4 4 4 ° p 0 4 ° 4 4 p 4 4 4 p 4 4 4 4 4 4 4 ° 4 4 4 ° 4 4 4 ° 4 ° 4 4 4 ° 4 0 4 ° 4 4° 4 4 4 4 4 4 4 4 4 4 4 4 0 p 4 4 4 4 4 4 4 0 4 4 4 4 4 4° 4 0 4 4 4 4 4 0 p 4 4 0 4 4 4 4 0 4 44 4 0 4 4 4 4 4 ° 4 4 4 4 4 ° 4 4 4 ° 4 4 4 ° 4 ° 4 4 4 ° 4 4 4 4 4 4 4 ° 4 4 4 4 4 4 4 ° 4 ° 4 4 4 ° 4 4 4 4 4 4 4 4 a 4 ° 4 4 a 4 4 4 4 4 4 4 4° 4 4 4 4°°° 0 4 p 4° ° 4 0 4 4 4 °° 4 4" 4 4 °° 4 0 4 4 G 0 4 4 4 4° 4 4 4 4 4° 444444444444°4444 44444°444. 4 4 4 4 4 4 ° 4 °° 44°°444° 4444 44444°4 4 44 4 4° 4 S, 4 4444 444 0 15 4 44 4 4 0 °. 4 a 4 4° 4 4 4 4 4 0 4 4 4 4 4 4 4 4 0 4 4 4 4 4 4 ° 4 ° 4 ° ° 4 4 4 4 4 4° 4°° 4 4 4 4° 4 4 4 4 4 4 41 40 4 4 44 4° 44 40 40 40 04 40 pc 0 4 4 4 4 4 4 4 4 4 0 4 4 4 4° 4 °— a 4 4 a ° 4 4 4 4 4 4 4 4 4 p 4 4 0 p 4 4 0 4 4 ° y 4 0 44 44 4 0 4° 4 4 44 44 4 4 4 4 4 4 4 4 4 4 4 4 ° 4 4 4 4 1 4 4 4° 4 4 °° 4° 4 4 4° 4 4 ,1 0< 4444°04441 44444 4 4 4 0 4 4 4° 0 0 4 4 4°° p 4 4 4 4° 4 4°°° 4 41 °° 4 4 0 '14 44 ° 4 0 4 '14 4 4 4 4 4 0 0 0 4 4 4 4 4 4 4 4 4 4 4 0 0 0 4 4 4 4 4 4 4 4 4 4 4004444°44404°44°°44 y 44°44444°44°04°4444 4 4 4 ° 4 0 4 ° 4 4 44 4 y 4 4 4 4 4 4 0 4 4 0° 4 4 p 4 44 0 25' � 4 ° 4 4 �°°°4°cip4V°4 ° 4 ° ° 4 ° ° 4 ° ° 4 ° ° 44 4 4 ° 4 4 ° 4 ° ° ° ° ° ° 4 ° ° 4 ° ° ° ° 4 ° ° ° 4 ° 41 ° ° 4 ° 4 4 4 °° 4 4 ° 4 p 0 ° 4 4 4 ° 4 4 ° 4 4 ° 4 ° `41 4 4 4° 4 4 4° 4 p 4 4 0 4 p 4 4 p 44 4 4 44 p 4 4 p4 4° 4 4 4 4 p 4 4 4 p 4° p 4 4 '14 p° p 4°° 4 p 4 p 4 p 4 4 4 4 p 4 4 4 4 p° 4 4 4 4 4 4 4° 4 p p 4 4 4 p p ° 4 p 4 4 4 4 p° 4 4 p° p °° 44 °° 44 °° °° °° ° °4 4 4 4 4 4 4 4 4 4 4 4 a 4 4 4 ° 4 ° 4 4 p 4 p 4 4 p 4 p 4 ° 4 4 4 p 4 ° 4 ° W z J a LU z J Q 50' 5o' NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 290 Desi�NPD 'DP � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and Q,OSP St. Paul, MN 55113 PROF. NO. 193803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX SEED MIXTURE 25-141 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 25-141 �� i FERTILIZER TYPE 1 (20-10-20) DISK ANCHORING SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX LU y z J y 4 � a 4„ C SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING SEED MIXTURE 25-151 LEE] E ] FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N NOTE: FOR LANDSCAPING SEE SHEETS 295 - 313 SEED MIXTURE 33-261 FOR IRRIGATION SEE SHEETS 318 - 332 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 34-261 4 44 °4�p°'44"4p"44"4a FERTILIZER TYPE 1(20-10-20) 4°4°44°444°44444°4444 EC BLANKET CAT 3N 44°44444°44444°41,14"44_ 4 44 °° 44 4 - SEED MIXTURE 35-621 4 4 4 4 4 °° 4— °°°°° FERTILIZER TYPE 1(20-10-20) 44444444°44°44444444°= DISK ANCHORING 44444444444°°p444404= 4 4 4 4 0 4 4 4° 4° 4 4 4° 4° 4 4 °4°004°444°4444°4— y 4 4 4 °° °° ° 4 0 4 4 4 °° 4 4 °° ° 4 4 4 4 4 4 4 °° 44 °4 04 44 °° 44 °° 40 44 44 44 44� 4 44 40 40 0° 44 p4 40 44 p4 40 p4 04 44 4 a 4 4 4 4 a 4 4 4 4 41,1 4 4 a 4 ° ° 4 ° 4 ° a ° 44 a ° a 4 4 a 4 4 4 4 a 4 4 4 a 4 ° 4 4 ° 4 4 4 4 4 44 0 4 '14 4 0 4 0 4 4 4 0 4 4 4° 4 4 4° 4 ° a ° 44 4 a 4 4 4 4 a 4 4 a 4 4 4 4 a 4 ° 4 ° a 4 4 ° a 4 4 4 4 a 4 4 a 4 a ° 4 4 4 4 4 0 4° 4 p 4 4 4 4 4 0 4 4 4 4 a 4 4 4 a a 4 4 ° 4 ° 4 ° p 4 4 ° p 4° 4 4 4 p 4 0 4 p 4° 4 4 ° 4 4 4 4 4 ° p 0 4 ° 4 4 p 4 4 4 p 4 4 4 4 4 4 4 ° 4 4 4 ° 4 4 4 ° 4 ° 4 4 4 ° 4 0 4 ° 4 4° 4 4 4 4 4 4 4 4 4 4 4 4 0 p 4 4 4 4 4 4 4 0 4 4 4 4 4 4° 4 0 4 4 4 4 4 0 p 4 4 0 4 4 4 4 0 4 44 4 0 4 4 4 4 4 ° 4 4 4 4 4 ° 4 4 4 ° 4 4 4 ° 4 ° 4 4 4 ° 4 4 4 4 4 4 4 ° 4 4 4 4 4 4 4 ° 4 ° 4 4 4 ° 4 4 4 4 4 4 4 4 a 4 ° 4 4 a 4 4 4 4 4 4 4 4° 4 4 4 4°°° 0 4 p 4° ° 4 0 4 4 4 °° 4 4" 4 4 °° 4 0 4 4 G 0 4 4 4 4° 4 4 4 4 4° 444444444444°4444 44444°444. 4 4 4 4 4 4 ° 4 °° 44°°444° 4444 44444°4 4 44 4 4° 4 S, 4 4444 444 0 15 4 44 4 4 0 °. 4 a 4 4° 4 4 4 4 4 0 4 4 4 4 4 4 4 4 0 4 4 4 4 4 4 ° 4 ° 4 ° ° 4 4 4 4 4 4° 4°° 4 4 4 4° 4 4 4 4 4 4 41 40 4 4 44 4° 44 40 40 40 04 40 pc 0 4 4 4 4 4 4 4 4 4 0 4 4 4 4° 4 °— a 4 4 a ° 4 4 4 4 4 4 4 4 4 p 4 4 0 p 4 4 0 4 4 ° y 4 0 44 44 4 0 4° 4 4 44 44 4 4 4 4 4 4 4 4 4 4 4 4 ° 4 4 4 4 1 4 4 4° 4 4 °° 4° 4 4 4° 4 4 ,1 0< 4444°04441 44444 4 4 4 0 4 4 4° 0 0 4 4 4°° p 4 4 4 4° 4 4°°° 4 41 °° 4 4 0 '14 44 ° 4 0 4 '14 4 4 4 4 4 0 0 0 4 4 4 4 4 4 4 4 4 4 4 0 0 0 4 4 4 4 4 4 4 4 4 4 4004444°44404°44°°44 y 44°44444°44°04°4444 4 4 4 ° 4 0 4 ° 4 4 44 4 y 4 4 4 4 4 4 0 4 4 0° 4 4 p 4 44 0 25' � 4 ° 4 4 �°°°4°cip4V°4 ° 4 ° ° 4 ° ° 4 ° ° 4 ° ° 44 4 4 ° 4 4 ° 4 ° ° ° ° ° ° 4 ° ° 4 ° ° ° ° 4 ° ° ° 4 ° 41 ° ° 4 ° 4 4 4 °° 4 4 ° 4 p 0 ° 4 4 4 ° 4 4 ° 4 4 ° 4 ° `41 4 4 4° 4 4 4° 4 p 4 4 0 4 p 4 4 p 44 4 4 44 p 4 4 p4 4° 4 4 4 4 p 4 4 4 p 4° p 4 4 '14 p° p 4°° 4 p 4 p 4 p 4 4 4 4 p 4 4 4 4 p° 4 4 4 4 4 4 4° 4 p p 4 4 4 p p ° 4 p 4 4 4 4 p° 4 4 p° p °° 44 °° 44 °° °° °° ° °4 4 4 4 4 4 4 4 4 4 4 4 a 4 4 4 ° 4 ° 4 4 p 4 p 4 4 p 4 p 4 ° 4 4 4 p 4 ° 4 ° W z J a LU z J Q 50' 5o' NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantee 290 Desi�NPD 'DP � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and Q,OSP St. Paul, MN 55113 PROF. NO. 193803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 W Z J U Q W Z J U Q INP. R/W 0 0 — ---- ---J — — CONSTRUCTION LIMITS j —� — — INP. SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) J NOTE: DISK ANCHORING FOR LANDSCAPING SEE SHEETS 295 - 313 SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) L IL IL FOR IRRIGATION SEE SHEE-FS318 - 332 50' LU Z J U Q NO I DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV,S.E CITY OF COTTAGE GROVE, MN Cottage ® Stantec 291 DESIGNED 'DP � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) F777 SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING DISK ANCHORING SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) L IL IL SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX EC BLANKET CAT 3N SEED MIXTURE 25-141 FERTILIZER TYPE 1(20-10-20) SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N EC BLANKET CAT 3N SEED MIXTURE 25-141 SEED MIXTURE 34-261 i FERTILIZER TYPE 1(20-10-20) FERTILIZER TYPE 1(20-10-20) DISK ANCHORING EC BLANKET CAT 3N SEED MIXTURE 25-151SEED MIXTURE 35-621 FERTILIZER TYPE 1(20-10-20) o 0 o V V FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX DISK ANCHORING 0 25' 50' LU Z J U Q NO I DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV,S.E CITY OF COTTAGE GROVE, MN Cottage ® Stantec 291 DESIGNED 'DP � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 a a= W Z J U Q MILITARY TRAIL CONSTRUCTION LIMITS — — — — — — — INP. R/W CONSTRUCTION LIMITS INP. R/W SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) I DISK ANCHORING I SEED MIXTURE 25-151 I L L L L FERTILIZER TYPE 1 (')n -i nam EC BLANKET CAT 3N SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING SEED MIXTURE 25-131 FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX SEED MIXTURE 25-141 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 25-141 i FERTILIZER TYPE 1(20-10-20) DISK ANCHORING SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) HYDRAULIC MULCH MATRIX MILITARY TRAIL CONSTRUCTION LIMITS — — — — — — — INP. R/W CONSTRUCTION LIMITS INP. R/W SEED MIXTURE 25-151 FERTILIZER TYPE 1(20-10-20) I DISK ANCHORING I SEED MIXTURE 25-151 I L L L L FERTILIZER TYPE 1 (')n -i nam EC BLANKET CAT 3N NOTE: FOR LANDSCAPING SEE SHEE-FS295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332 Ilk MATCH LINE 0 25' MILITARY TRAIL CONSTRUCTION LIMITS 1I INP. RNV if_ i -- — — — — — — — — — — — — �Fpq F = -FM FM s FM — FM Ly—FM FM FM FM -=-FM _ _ �h� —Elul— — FM-=FM--FW--M -FM FM FM — FM FM �� FM FM FM FM FM — FM — FM — FM — FM — FM — 50' ---- =zz CONSTRUCTION LIMITS J -=============------=-=============------- -=============- ---------------------------- _ -------------- --- -- ----- -----------------���_----- ---------------- ------ ----- ----- --- ---------------------- - ------------------------ - --- ---- --- --- ___-----____-----__-- s 1�1 --------------------------------------- ------------------ INP. —R/VV— — — — 7- 0 0 25' 50' NO I DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 292 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8staat" . om SAP 180-110-013, SAP 180-020-013 547 SEED MIXTURE 33-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 34-261 FERTILIZER TYPE 1(20-10-20) EC BLANKET CAT 3N SEED MIXTURE 35-621 FERTILIZER TYPE 1(20-10-20) DISK ANCHORING NOTE: FOR LANDSCAPING SEE SHEE-FS295 - 313 FOR IRRIGATION SEE SHEE-FS318 - 332 Ilk MATCH LINE 0 25' MILITARY TRAIL CONSTRUCTION LIMITS 1I INP. RNV if_ i -- — — — — — — — — — — — — �Fpq F = -FM FM s FM — FM Ly—FM FM FM FM -=-FM _ _ �h� —Elul— — FM-=FM--FW--M -FM FM FM — FM FM �� FM FM FM FM FM — FM — FM — FM — FM — FM — 50' ---- =zz CONSTRUCTION LIMITS J -=============------=-=============------- -=============- ---------------------------- _ -------------- --- -- ----- -----------------���_----- ---------------- ------ ----- ----- --- ---------------------- - ------------------------ - --- ---- --- --- ___-----____-----__-- s 1�1 --------------------------------------- ------------------ INP. —R/VV— — — — 7- 0 0 25' 50' NO I DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 292 DESIGNED '°` � Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8staat" . om SAP 180-110-013, SAP 180-020-013 547 A Aoo 0 a — / CONSTRUCTION ' ' ' // ' ' // ' / ' ' / ' / LIMITS / ' / /' 0 25' 50' O X 395 '1717 a V v RAVINE - WB 74 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4' 4 4' 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 . p w y w w 17 17 17 17 17 17 17 17 17 17 17 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 17 17 1717 17 17 17 v 400 V n n n c w y w w 1717171717171717171717171717171717171717171717171717171717171717171717171717171717171717171717VV. . 17171717171717 77 7 7, 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 VVVVVVVVVVVVA v 7 7 77 7 7 7 7 7 7 7777 7 7 7 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V v v A A A A 6��4 n n 4 4 4 4 4 4 4 4 4 4 E 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 V V V V V7 4 4 4 4 4 V V V V n n n VVV n n n n n V V V V V V V V V V V V V 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 ' 4 4 4 4 4 4 4 4 4 4 4 4 1 w w w 171717 17n171717171717171717171717171717171717171717171717171717171717171717171717171717171717171717171717171717171717171717171717171777777777171717171717171717171717777777 1717777171717171717 AA y 60 y y w w w w w 17 17 17 17 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 c6 7 7 7 7 7 7 7 7 7 7 7 7 c y y y y y 17171717171717171717171717171717171717 y y y 1717171717171717171717777777777777777777777777777777777777777 17171717171717171717171717 p w w w w w w w w w w 17171717171717171717171717 w7171717171717171717171717171717171717171717171717171717171717171717171717171717171717171717171717 17 17 17 17 17 17 17 17 17 17 17 7 17 17 17 17 17 17 17 17 17 17 17 7 17 17 17 17 7 7 7 7 7 7 7 7 17 17 17 17 17 17 17 17 17 17 17 17 7 7 7 7 7 7 7 7 17 17 17 17 17 17 17 17 17 17 17 17 17 7 17 17 17 17 17 17 17 17 17 17 17 417w w w w w y w w y w w w w 171717171717171717 w w 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 ES `� 177' w , V V V V V V V 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 C 17 17 17 AV 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 7 7 7 7 7 7 7 7 7 7 7 7 17 17 17 17 17 17 7 7 n n n y y y w y y y y w y y w y y y y w y w 77777 y y y 7777777777777777777777777777717171717171717 777777777E V V V V "' "' w .w .w w .v w .v .v .v .v .v w w w w w w 7 7 7 7 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 7 7 7 7 7 7 7 7 7 n n n n n y w w w w w w w w w w w w w w w w vv n n n n 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 C ,nnn 17 17 y y y y y y y y y y y y y y y y y n n n ny y 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 7171717171717 17171717 717171717171717171717171717171717171717171717171717171717171717 1717171717 \4 4 4 4 7 7 7 w w w w y w w y w w .v w w w .v w .v w w y .v y w w .v y w w w y n n n 7 7,77 7 7 7 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 '717171717171717 17171717 1717171717 4 n n 17171717171717171717171717171717171717171717171717 17 n 17 n 17 n c 7 7 7 7 7 7 7 17 17 w w w w W w w w w w w w w n n n n 77 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 '7171717171717171717 171717 nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn n � Igs 7 7 7 n n n n n n n n w y w y y w w y w y y y w y w w y n n n n 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 7 7 7 7 7 7 7 7 " n n n n n n n n n n n n w w w w w w w n n n 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 7 7 7 17 17 y n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n 7 7 7 7 7 7 7 7 7 7 7 7 7 y n n n n V V V V V V V V V V V V V V V V V V V V V V V V 7 7 7 7 7. 7 7 7 7 7 7 7 // 17171717171717171717171717 w w w w 171717 1717171717171717171717171717171717171717171717171717171 nnnnnnnn 7777 17 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7? 7 7 7 7 7 7 7 7 7 7 /' , 1717171717171717171717171717 w 17171717 w 717171717171717171717171717171717171717171717'= 17171717171717171717 / /' / / ,' "' 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17w w w w n n n n n n n n n n n n n n n n n n" 7 7 n w w w 7 7 1n71n717n 17 V nnnnnnn17n7 fn nVnnnVnnnVnn17V7 n 17V n " n17n17n17n17n17n17n17n17n17n17n17n17n 1717171717n 17 nn -nnnnnnnn ""n17Vn 17 17n 17 w w w nnnnnnnn w w / ' / / ' / / nnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn �' 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 w w w w w w w X777777777777777777 A v / /, 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 8.Qp ''177 7 7 7 7 7 7 7 71717171717171717 p '/ /' // /' / n 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 w w y w y w w nnnnnnnnnnnnnn y y y w y y w y y " y w ,nnnnnnnnnnnnnn 17 w w w w w w w IN,R 7 17 17 17 17 17 17 17 17,717,717 17 17 17 w w w w w n A nnnnn n n nnn 7 7 7 7 7 nnnn w y y w n n n c nnnnn n " n n n n n n n n n n n n n n n n n n n n n n n n n n n n "' "' "' w "' w "' w "' y "' w y "' y "' "' 4 4 4 4 4 77 n c 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 7 7 7 17 17 17 17 17 17 17 17 17 17 17 17 7 7 7 7 7 7 7 7 17 17 17 17 17 17 17 17 17 17 17 17 7 7 7 7 7 7 7 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17A NOTE: FOR LANDSCAPING SEE SHEETS 295-313 FOR IRRIGATION SEE SHEETS 318 - 332 // / / ,' / , ,' / ' / / / / / /, 171717171717171717171717171717777777777777777777777777777777777777777777777777 17,717n 17 17 17 17 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 n n n n n n n n n n c // // 17 17 17 17 17 17 17 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 17 17 17 17 17 17 A A A A A A A A A A A A A A A SEED MIXTURE 25-131 FERTILIZER TYPE 1 SEED MIXTURE 25-151 FERTILIZER TYPE 1 / / /' / / /' / / /' / / // / ' / / / `/ 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 E 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 7 (20-10-20) DISK ANCHORING (20-10-20) DISK ANCHORING / ,' / ,' / , ' ' / /'/' / /'/' / / / ' ' ' ' 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 '77'77'77'77'77'77'77'77'77771 17171717777777777777777777777777777777771717171717171717171717171717171717 SEED MIXTURE 25-131 FERTILIZER TYPE I LLLL SEED MIXTURE 25-151 FERTILIZER TYPE I (20-10-20)L77 / /' / /' / / ' /' ,' / /',' / /',' n7171717171717171717171717171717171717171717171717171717171717171717171717 nnnnnnnnnnc 7 17 17 17 17 17 17 17 17 17 17 17 17 17 17 7 7 7 7 7 7 7 7 7 7 7 17 17 17 17 17 17 17 17 17 17 17 17 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 (20-10-20) HYDRAULIC MULCH MATRIX EC BLANKET CAT 3N' SEED MIXTURE 25-141 FERTILIZER TYPE 1 (20-10-20) SEED MIXTURE 33-261 �/ // ' // ' w w w FERTILIZER TYPE 1 (20-10-20) /',' /' /' /' EC BLANKET CAT 3N EC BLANKET CAT 3N SEED MIXTURE 25-141 FERTILIZER TYPE 1 SEED MIXTURE 34-261 FERTILIZER TYPE 1 (20-10-20) (20-10-20) DISK ANCHORING EC BLANKET CAT 3N BASIN PERMANENT TURF ESTABLISHMENT SEED MIXTURE 25-151 SEED MIXTURE 35-621 WILL BE DONE BY OTHERS � , / / / / / / / / / / FERTILIZER TYPE 1 (20-10-20) FERTILIZER TYPE 1 (20-10-20) / / ,' ,' / i /' / ,' /' / ,' ,' / , /' /' / ,� /' / , /' / / / , / / , / / , /' ,� /' / � /' / 7////7.;/7./;7 HYDRAULIC MULCH MATRIX DISK ANCHORING /7777777 o NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMV/MAF / Cottage Stantee 293 DESIGNED JED Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP POND/BOWLAREA ericy Meet zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS �h@fe pride and �,��� St. Paul, VN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 O Q .A At- a xL 0300 F0 a �--< h< a�af a Aa= " A "0 / /' / ,' /' , \\\�\\�/ V V VV V V V w w w W w BASIN PERMANENT TURF ESTABLISHMENT WILL BE DONE BY OTHERS sc / / ,' / / // ,' / / / ,' / / / , / / / / , / / / / , / / / ,/ / / / / V 4 4 4 4 4 4 4 V w w w w w w w w w w w .✓ w V a a V V V V V w w w w w w w w w 50' 4 V V 4 4 4 4 4 V 4 4 S:77,77,77, w 4 w w w w w w w w w w w w w 4 4 4 V 4 4 4 4 V 4 4 4 4 4 V V V V V V V"" V V V V V V �V"" V 7 . V V Ej J17 VVVVV w w w V V V V V V 77 V a VVV aVVVVaa' V VVVV V V V V V V V V V V w w w w w w VVVV V a a 17V V V V V VVVVVVVVVV w V w w w w V 777777777 V V V V V V V V V V V V ,i, w w .� ✓ w ✓ w w w w w w �✓ w w aoo w VVVVV ' //,/// /' ✓� VVVVVVVV""VV w �w VVV w w VVVVVV` VVVVVVVVVVVVV Vw w w VVV w "1717"" V w w w VVV VVVVVVVVVVVVV V V V V V V V V V V V V VVVVVVVVVVVVV w w w w V V " " " " " " " " " " " " " " " VVVVVVVVVVVVV w w VVVVVVVVVVVVVVVVVVV V V V V V V V V V V V V V w V V V V V V V V V V V V V V V V VVVVVVVVVVVVVVVVVV VVVVVVVVVVVVVVV V V 17171717" " " " " 17" V V V V V V V V V V V V V V V V V V V V V V V V V V V V V VVVVVVVVVVVVVVVVV w w V V 17 17 17 17 17 17 17 17 17 " VVV V V V V V V V V V V V V V V V V V V V w w V V V V V V V V V V V V V V 171717 V V V V V V V V V V V V V V V V V V V VVV """""""""" V V VVVVVVVVVVVV v " V V V V V V V V VVV V V VVVV VVV V V V V V V w " V V V"""""""""" \\ VVVV " V "VVV " " "VVV " " "VVVV "VVVVV " � VVVVVVVVVVVVVV V 4 " V V V V V V V V V V V V V V V V V V V V V V V V V w V V V V V V V V V V V V V V 1777 V V V V V V V "VVV V V V V V V V V V V V V V V V V V V V V V " V V V c6 V V V V V VVVV V V V V V V V V V V V V V V V V V w w w w VVV " 7 " V "" VV"VV V VVV VVVV""""VV"""VVV"""" V V V V V VV VVVVVVVVw w www www www w w w ww .0✓ ww w w w w V VVVVVVVVVV VVVV VVVV VVVV VVVV VVVV VVVVV VVVVV VVV VVV 17,717 17,717V \VV 17,717VVVVV V V V V" V V V V""" V V V"" V " w"V DVVVV 17 1717 V"""VVVV""V VVVVVVVVV VV VVVVVVVVVVVV VVV / V V V V V V V V V V V V V V V V V V V V V w w w w VVVVVVVVVVVV w w w VVVVVVVVVVVVVVVVVVV , // , , // 77 V V V V V V V V V V V V V V V V V VVV VVVVVVVVVVVVVVV �, ,� VVVVVVVVVVVVVVVVVVVVVVVVVVV "VVV " " "VVVV " "VVVV " 1777 V V V V V V V V V V V V V V V V V V V V V V V V V V V V"" V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V w w w V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V "VVV """ V V V V"" V V V V"" VVV VVVVVVVVVVV w V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V "VVVVVVVVVVVVVVVVVV �� / /// �' // ' 07 V V V V V V V V V V w V" "VVVVV """" V V "VVVV VVVVVVVVVVVVVVVVVV V VVVVVVVVVVVVVVVVVVV "VVVVVV V VVVVV VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV 77777777777,1717VVV VVV " V V V V V V V V V V V V V V V V V V V""" V V V"""" V V V V V V V V V V V V V V V V V V V V V V V V V- "VVVVVVVVVV VVV "V w VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV"VVV"""VVVV1717 wV "VVVVVVVVVV VVVVVV w V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V "VVV 7 "VVVV V V V V V V V V V V .. " V V V V V VV V"" V V V V V V V V V V V V V V V V V V V V V V V" V V V V V V V V V V V V V V V V V V" V V V V V V V V V V V/ V 77 V V V V VV"" V V V V V V "" V V V V " """ V V V V V V V V V "" V V V V V V ? V V V V V 4 4 4" 4 V V V V V V V V V V V V V V V V V V V V V V V V V w VVVVVVVVVVUV"V"VVV"""V VVVV""VVVVVVVVVVVVVVVVVVVVVVV"""VVVVVVVVVVVVVVVVVVVVVVVV / / �/ / //,/ / CONSTRUCTION "VVVVVVVVVQ VVVVVVVVVV w VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV"VVV" /// / // LIMITS VVVVVVVVVV VVVVVV V w VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV"VVI /// ///// /// w _A 0% V V 7777VVVV V V V VVV V V V V V V V V V V V V V VVV VVVVVV VVVVVV VVVVVVVVVVVVV VVVV // // // // // V V, "" V V V V V "VVV V V V V V V V V "VVV V V V V V V V V V V V V V V V V V V V V V" co V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V ,✓ �✓ w VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV w w w V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V- V V V V V V V 4 4 4 V V V V V V V V""" V V V 4"" w w VVVVVV i "VVVVVVVV V V VVVVVVVVVVV V V V V V� n � w w w w w VVVVVVVVVV NOTE: FOR LANDSCAPING SEE SHEETS 295 - 313 V V V V V V V V V V V V V V V V V V V VVVVV V VVVV V V V V V // ' 0 /' ' /' ' VVVVVVVVVVVVVVV """V V"V V V V V V V V V V V V - FOR IRRIGATION SEE SHEETS 318-332 w w VVVVVVVVVVVVVVVVVV //,' w w VVVVVVVVVVVVVVVVVV" VVVVVVVVVVVVVVV / / / / / // / / / / /� SEED MIXTURE 25-131 SEED MIXTURE 25-151 "VVVVVVVVVVVVVVVVVVV VVVVVVVVVVVVV FERTILIZER TYPE 1(20-10-20) FERTILIZER TYPE 1(20-10-20) V V V V V V V V V w VVVVVVVVVVVVVVVVVVVVVVV "VVVVVV V V V � ,�p5 i , ,//,////� DISK ANCHORING DISK ANCHORING wV V V V V V V V V V V V V V VVVVVV VVV V V V V " V V V V V V V V // // // / SEED MIXTURE 25-131 SEED MIXTUREE 1 "V (2 w w VVVVVVVVVVVVVVVVVVVVVVVVVV VVVVVVVV- / / / / / / / / / / / / V V V V V VVVVVVVVVVVVVVVVVVV " " " V " " V " " " V / / / / i / / / /' ' / / FERTILIZER TYPE 1 (20-10-20) FERTILIZER TYPE 1 (20-10-20) w w w w w V V V V V V V V V V V V " V V V V V V V V V VVVVVVVVVVV " V V,�\�\\\ HYDRAULIC MULCH MATRIX EC BLANKET CAT 3N w w w V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V o VVVVVVVVVVVV " V "VVV " " "VVV " " "VVVV "VVVVV " "VVVV " "VVVVVV V """VVVVVVVV VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVa� V V V V V V V V V V V V VVVVVV VVVVVV V V V V V V V V V V V V V V 7 " V V V V V V \ """VVVVVVVV VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV VVVVVVVVVVVV " V "VVV " " "VVV " " "VVVV "VVVVV " " V V AT, """VVVVVVVV VVVVVVVVVVVVVVVVVVVVVVVVVVVV� � VVVVVVVVVVVV " V "VVV " " "VVV " " "VVVV "VVVV VVVVVVVVVVVV " V "VVV " " "VVV " " " V V A A A V V V V V V V V V V V V V V V V V V V V VVVVVVVVVVVVVVVVVV NO DATE I A°PR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 294 DESIGNED JED Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP POND/BOWLAREA ericy Meet zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS �h@fe pride and �,��� St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 SEED MIXTURE 25-141 FERTILIZER TYPE 120-10-20 EC BLANKET CAT ) SEED MIXTURE 25-141 FERTILIZER TYPE 1 (20-10-20) DISK ANCHORING w w SEED MIXTURE 33-261 FERTILIZER TYPE 1 (20-10-20) EC BLANKET CAT 3N SEED MIXTURE 34-261 FERTILIZER TYPE 1 (20-10-20) EC BLANKET CAT 3N // / SEED MIXTURE 25-151 FERTILIZER TYPE 1 (20-10-20) V VVVV SEED MIXTURE 35-621 FERTILIZER TYPE 1 (20-10-20) HYDRAULIC MULCH MATRIX DISK ANCHORING NO DATE I A°PR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 294 DESIGNED JED Grove TURF ESTABLISHMENT PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP POND/BOWLAREA ericy Meet zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS �h@fe pride and �,��� St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 a a 0 0 i li III II I I lu III III I I III III III I I I� III III I I III III III I I III III III I I III I I In of III lu n III I I u III III nl u l l III qll I �----- III III NI BEGIN SAP 180-123-001 ` 65TH - EB STA. 100+68.07 99 100 N a O Z 0 25' 50' _ SEE SHEET: 193 FOR MONUMENT GRADING AND LOCATION DETAILS 309 FOR MONUMENT PLANTING DETAILS I 278 FOR MONUMENT DETAILS I I I INP. R/W ---------------------------------------------------------------------------------- — 5o' TYP --H 104 106 65TH - EB I TYP Al s O O 5 INP. R/W 5 / STREET TREE PLANT LIST (THIS SHEET) QTY SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE COMMENTS Ln 00 lfl O Lf) O i Q II v.p a II o � II 0 25' 50' I I� NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN a"ra DRAWN SMV/MAF Cottage Stantee 295 — DESIGNED 'DP Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP 65TH STREET er)ty neer zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS here pride andpro,P St. Paul, MN 55113 PROF. NO. 1803878—tant—c— SAP 180-110-013, SAP 180-020-013 547 PROP. R/W BB— — — 50' sc s z TYP rT HB 6 3 320 21 65TH - WB �_ 319 Lf) Lf) O 318 + + 315 316 317 ,i +-1 115 116 117 118 119 121 65TH - EB N (k 0 25' 50' 30' I ER TYP 3 3 STREET TREE PLANT LIST (THIS SHEET) INP. RM QTY SYMBOL FBOTANICAL NAME COMMON NAME QTY SIZE COMMENTS CERCISCANADENSIS EASTERN REDBUD 3 1.5"CAL SINGLE, STRAIGHT LEADER O4 I IW OSTRYAVIRGINIANA IRONWOOD 4 1.5"CAL . SI NGL E, STRAIGHT LEADER ® li JT SYRINGARETICULATA JAPANESE TREE LILAC 1 3 1 1.5"CAL . SINGLE, STRAI GHT LEADER ---------- cn---------------PROP. RM -------------' �----------------' L----------------- 40' Kr RB 3 3 C M 50' N Typ 322 65TH - WB 323 324 325 326 327 0 — 328 N 'q m 127 128 00 �i 122 e 123 _ _ —moi 65TH - EB J N c — M � - O N � N O � 3C sc � III III 30' I INP. R/W III a III N TYP sM III > III I III III s III Z III — III o IIL-- III III o III I III z III III III III III 0 25 50' III III___ —SII NO DATE DATL APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF Cottage Stantee 296 Grove Desl�"eD '°` � LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDE edty Meet Stas HIghway36w 65TH STREET SAP 180-121-001, SAP 180-123-001 OF APPROVED URshere pride and ptOsP St. Paul, MN 55113 PROF. NO. 1803878 11s1aa1ac.a— SAP 180-110-013, SAP 180-020-013 547 o .a Q3Q 000 aL� II � I I �I S 50 I SO' T1P II — II BEGIN SAP 180-121-001 RAVINE - EB STA. 170+32.69 I �I RAVINE - WB II II 70 I I , 71 II 71 II + II n it 70 V +_I I I �I I II C II o 0 II a I II a I II a N I� RQ RAVINE - EB �I 5 PROP. R/W II I �I 0 25' 50' I II STREET TREE PLANT LIST (THIS SHEET) _ QTY SYMBOL BOTANICAL NAME COMMON NAME QTS' SIZE COMMENTS PROP. R/W 20 DECIDUOUS OVERSTORV TREES RAVINE - WB BL TILIA AMERICANA'BOULEVARD' BOULEVARD LINDEN 32.5"CAL. SINGLE, STRAIGHT LEADER 50� HB SC ULMUS AMERICANA'ST CROIR ST CROIX ELM 2 2.5"CAL . SI NGL E, STRAIGHT LEADER 5 SWO QUERCUS BICOLOR SWAMP WHITE OAK 5 2.5" CAL. SINGLE, STRAIGHT LEADER CA CATALPA SPECIOSA NOTHERN CATALPA 5 2.5" CAL. SINGLE, STRAIGHT LEADER HE CELTIS OCCIDENTALIS HACKBERRV 5 2.5" CAL. SINGLE, STRAIGHT LEADER 3 DECIDUOUS UNDERSTORV TREES IW OSTRVA VIRGINIANA IRONWOOD 3 1.5" CAL. SINGLE, STRAIGHT LEADER 375 U-) BL A- B 2C A � V1 � 175 ,y RAVINE EB PROP. R/W CA s 0 25' 50' NO DATE APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE MN 3HE� DRAWN SMU/MAF Cottage Stantee 297 — DESIGNED '°` � Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS cnecKe° J°P RAVINE PARKWAY edty Meet 2335 Hlgnway33w SAP 180-121-001, SAP 180-123-001 OF APPROVED °Rs here pride andprosP St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 a 'a= waw o 2� 0 25' 50' 0 25' 50' ,.... i......�__i �_.. .... _. ._... ...._ __......_.. ... ...._ SIZE COMMENTS 36 DECIDUOUS OVER TORY TREES SC ULMUS AMERICANA'ST CROIX' ST CROIX ELM 4 2.5"CAL . SINGLE, STRAIGHT LEADER MO QUERCUS ELLIPSOIDALIS'BAILSKIES' MAJESTIC SKIES NORTHERN OAK 3 2.5" CAL. SINGLE, STRAIGHT LEADER CA CATALPA SPECIOSA NOTHERN CATALPA 5 2.5" CAL. SINGLE, STRAIGHT LEADER SL TILIA AMERICANA 'AMERICAN SENTRY SENTRY LINDEN 5 2.5"CAL . SINGLE, STRAIGHT LEADER BL TILIA AMERICANA'BOULEVARD' BOULEVARD LINDEN 6 2.5"CAL . SINGLE, STRAIGHT LEADER BE ACER NEGUNDO'SENSATION BOX ELDER 6 2.5" CAL. SINGLE, STRAIGHT LEADER CK CLADRASTIS KENTUKEA YELLOWWOOD 3 2.5"CAL . SINGLE, STRAIGHT LEADER NH ULMUS'NEW HORIZON' NEW HORIZON ELM 4 2.5" CAL. SINGLE, STRAIGHT LEADER NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 298 DESIGNED '°` � Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride a,,,,,,,p St. Paul, MN 55113 PROF. NO. 1803878 stoat° . 0m SAP 180-110-013, SAP 180-020-013 547 JL BE 5 � RAVINE - EB INP. R/W sL IIIA III 1 01� III �w STREET TREE PLANT LIST (THIS SHEET) QTY I SYMBOL BOTANICAL NAME COMMON NAME QTS" SIZE COMMENTS NA GLEDITSIA TO ACANTHOS TRIACANTHOS 'HARVE NORTHERN ACCLAIM HONEYLOCUST 1 2.5"CAL . SINGLE, STRAIGHT LEADER SWO QUERCUS BICOLOR SWAMP WHITE OAK 5 2.5" CAL. SINGLE, STRAIGHT LEADER BL TILIA AMERICANA 'BOULEVARD' BOULEVARD LINDEN 7 2.5"CAL . SINGLE, STRAIGHT LEADER SL TILIA AMERICANA'AMERICAN SENTRY SENTRY LINDEN 1 2.5"CAL . SINGLE, STRAIGHT LEADER RB BETULA NIGRA RIVER BIRCH CLUMP 1 2.5"CAL . SINGLE, STRAIGHT LEADER NH ULMUS'NEW HORIZON NEW HORIZON ELM 6 2.5" CAL. SINGLE, STRAIGHT LEADER RO QUERCUS RUBRA RED OAK 4 2.5" CAL. SINGLE, STRAIGHT LEADER BE ACER NEGUNDO'SENSATION' BOX ELDER 5 2.5" CAL. SINGLE, STRAIGHT LEADER NH ULMUS'NEW HORIZON' NEW HORIZON ELM 1 2.5" CAL. SINGLE, STRAIGHT LEADER NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF Cottage Stantec 299 DESIGNED 'DP � Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED LDP RAVINE PARKWAY erity neer 2335 Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS ""i pride and Q,OSP St. Paul, MN 55113 PROF. 18038,8 1lstantec.COm SAP 180-110-013, SAP 180-020-013 547 a'a waw 0 0 I\ KLAN I LIS I ( I HIS SHEE 1 ) ANICAL NAME COMMON NAME QTS" SIZE COMMENTS CUS MACROCARPA BUR OAK 6 2.5" CAL. SINGLE, STRAIGHT LEADER CUS BICOLOR SWAMP WHITE OAK 3 2.5" CAL. SINGLE, STRAIGHT LEADER ZASTIS KENTUKEA YELLOWWOOD 2 2.5"CAL . SINGLE, STRAIGHT LEADER TSIATRIACANTHOSTRIACANTHOS 'HARVE NORTHERN ACCLAIM HONEYLOCUST 6 2.5"CAL . SINGLE, STRAIGHT LEADER �MERICANA'ST CROIX' ST CROIX ELM 3 2.5" CAL. SINGLE, STRAIGHT LEADER 3 OCCIDENTALIS HACKBERRY 2 2.5" CAL. SINGLE, STRAIGHT LEADER A NIGRA RIVER BIRCH CLUMP 2 2.5"CAL. SINGLE, STRAIGHT LEADER NEGUNDO'SENSATION' BOX ELDER 1 2.5" CAL. SINGLE, STRAIGHT LEADER OCLADUS DIOICUS'ESPRESSO' KENTUCKY COFFEE TREE 5 2.5"CAL. SINGLE, STRAIGHT LEADER kMERICANA'AMERICAN SENTRY SENTRY LINDEN 4 2.5"CAL. SINGLE, STRAIGHT LEADER NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMV/MAF Cottage Stantee 300 DESIGNED '°` � Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride andQ1,,p St. Paul, MN 55113 PROF. NO. 18038,8 stoat° . 0m SAP 180-110-013, SAP 180-020-013 547 m55 o=F.a hQ�Q a oO�zi \' 8) 0 25' 'V (k 0 25' 50' STREET TREE PLANT LIST (THIS SHEET) QTY I SYMBOL BOTANICAL NAME COMMON NAME QTS" SIZE COMMENTS 29 DECIDUOUS OVERSTORY TREES PSO QUERCUS X BIMUNDORUM'MIDWEST PRAIRIE STATURE OAK 5 1 2.5" CAL. SINGLE, STRAIGHT LEADER PE ULMUSAMERICANA'LEWIS&CLARK PRAIRIE EXPEDITION ELM 3 2.5"CAL. SINGLE, STRAIGHT LEADER SC ULMUS AMERICANA'ST CROW ST CROIX ELM 2 2.5" CAL. SINGLE, STRAIGHT LEADER BL TILIA AMERICANA'BOULEVARD' BOULEVARD LINDEN 2 2.5 "CAL. SINGLE, STRAIGHT LEADER BE ACER NEGUNDO'SENSATION' BOX ELDER 3 2.5 "CAL. SI NGLE, STRAIGHT LEADER CK CLADRASTIS KENTUKEA YELLOWWOOD 2 2.5" CAL. SINGLE, STRAIGHT LEADER NA GLEDITSIATRIACANTHOSTRIACANTHOS 'HARVE NORTHERNACCLAIM HONEYLOCUST 5 2.5" CAL. SINGLE, STRAIGHT LEADER NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMV/MAF Cottage Stantee 301 DESIGNED '°` � Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED LDP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 staat°c.3om SAP 180-110-013, SAP 180-020-013 547 Ln N + Ln ,--i N N 0 25' 50' I I I I I I I _ I _ I I I 4 RAVINE - WB PROP. R/W 50' TYP BL TILIA AMERICANA'BOULEVARD' BOULEVARD LINDEN 7 2.5"CAL . SINGLE, STRAIGHT LEADER MO QUERCUS ELLIPSOIDAUS'BAILSKIES' MAJESTIC SKIES NORTHERN OAK — 1 20 SINGLE, STRAIGHT LEADER RO o RED OAK 5 2.5" CAL. N NH ULMUS'NEW HORIZON' NEW HORIZON ELM 5 2.5" CAL. N SC ULMUS AMERICANA'ST CROIX' ST CROIX ELM 8 2.5" CAL. N KT GYMNOCLADUS DIOICUS'ESPRESSO' KENTUCKY COFFEE TREE 5 2.5"CAL . + CK CLADRASTIS KENTUKEA YELLOWWOOD 3 2.5"CAL . SINGLE, STRAIGHT LEADER BE ACER NEGUNDO'SENSATION 220 5 2.5" CAL. Ln PE N OJ - w Q CK KT SINGLE, STRAIGHT LEADER RAVINE - EB o s i STREET TREE PLANT LIST (THIS SHEET) Y SYMBOLOTANE COMMON NAME 07 QTY SIZE COMMENTS DECIDUOUSo TREES BL TILIA AMERICANA'BOULEVARD' BOULEVARD LINDEN 7 2.5"CAL . SINGLE, STRAIGHT LEADER MO QUERCUS ELLIPSOIDAUS'BAILSKIES' MAJESTIC SKIES NORTHERN OAK 3 2.5" CAL. SINGLE, STRAIGHT LEADER RO QUERCUS RUBRA RED OAK 5 2.5" CAL. SINGLE, STRAIGHT LEADER NH ULMUS'NEW HORIZON' NEW HORIZON ELM 5 2.5" CAL. SINGLE, STRAIGHT LEADER SC ULMUS AMERICANA'ST CROIX' ST CROIX ELM 8 2.5" CAL. SINGLE, STRAIGHT LEADER KT GYMNOCLADUS DIOICUS'ESPRESSO' KENTUCKY COFFEE TREE 5 2.5"CAL . SINGLE, STRAIGHT LEADER CK CLADRASTIS KENTUKEA YELLOWWOOD 3 2.5"CAL . SINGLE, STRAIGHT LEADER BE ACER NEGUNDO'SENSATION BOX ELDER 5 2.5" CAL. SINGLE, STRAIGHT LEADER PE ULMUS AMERICANA'LEWIS&CLARK PRAIRIE EXPEDITION ELM 6 2.5"CAL . SINGLE, STRAIGHT LEADER PROP. R/W NH .�U EE5 TYP LL IV o C V I 425 V Lr) Ln 1714 NV N 225 29 BL 6 LL V —c rEND —---------�-- - — ----- -- — ----- — -- — — — LL V CD 180-121-001 EB RAVINE EB 4T 515 I STA. 228+45.76 N x LL x LL I I 0 25' 50' NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN a"ra DRAWN SMU/MAF Cottage Stantec 302 DESIGNED hO Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED DP RAVINE PARKWAY erLty neer zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here pride an,QrosP St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 o=bi STREET TREE PLANT LIST (SHEETS 286-287) QTY I SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE COMMENTS 83 DECIDUOUS OVERSTORY TREES SWO QUERCUS BICOLOR SWAMP WHITE OAK 4 2.5" CAL. SINGLE, STRAIGHT LEADER RO QUERCUS RUBRA RED OAK 6 2.5" CAL. SINGLE, STRAIGHT LEADER MO QUERCUS ELLIPSOIDAUS'BAILSKIES' MAJESTIC SKIES NORTHERN OAK 6 2.5" CAL. SINGLE, STRAIGHT LEADER NH ULMUS'NEW HORIZON NEW HORIZON ELM 4 2.5" CAL. SINGLE, STRAIGHT LEADER PE ULMUS AMERICANA'LEWIS&CLARK' PRAIRIE EXPEDITION ELM 5 2.5"CAL . SINGLE, STRAIGHT LEADER SC ULMUS AMERICANA'ST CROIX' ST CROIX ELM 3 2.5" CAL. SINGLE, STRAIGHT LEADER BL TILIA AMERICANA'BOULEVARD' BOULEVARD LINDEN 7 2.5" CAL. SINGLE, STRAIGHT LEADER NA GLEDITSIA TO IACANTH OS TO ACANTHOS 'HARVE NORTHERN ACCLAIM HONEYLOCUST 8 2.5"CAL . SINGLE, STRAIGHT LEADER KT GYMNOCLADUS DIOICUS'ESPRESSO' KENTUCKY COFFEE TREE 8 2.5"CAL . SINGLE, STRAIGHT LEADER HE CELTIS OCCIDENTALIS HACKBERRY 3 2.5" CAL. SINGLE, STRAIGHT LEADER RB BETULA NIGRA RIVER BIRCH 12 2.5- CAL. SINGLE, STRAIGHT LEADER CA CATALPA SPECIOSA NOTHERN CATALPA 4 2.5" CAL. SINGLE, STRAIGHT LEADER CK CLADRASTIS KENTUKEA YELLOWWOOD 5 2.5"CAL. SINGLE, STRAIGHT LEADER SL TILIA AMERICANA'AMERICAN SENTRY SENTRY LINDEN 7 2.5"CAL. SINGLE, STRAIGHT LEADER 15 CONIFEROUS TREES SP PINUS SYLVESTRIS SCOTCH PINE 2 8' HT., BE AP PINUS NIGRA AUSTRIAN PINE 3 8' HT., BE BHS I PICEA GLAUCA'DENSATA' BLACK HILLS SPRUCE 10 8' HT., BE NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMV/MAF Cottage Stantee 287 DESIGNED '°` � Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride andQ1,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 510 O Q .O At - 52t oOzo S� 0300 o=F.< Q3Q Q o o�� 'A' waw o 0 0 25' 50' 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i — — — — — — — — — — — — — — — — — — — — — — — — — i a— �— — — — — O O 25' 50' a toto / QA CUL — :) n N LU Z J Q NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 305 DESIGNED JED Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS �h@re pride an6""" St. Paul, MN 55113 PROF. NO. 193803878 SAP SAP 180-110-013, SAP 180-020-013 547 m55 o,.a Q3Q a UO�zi a oz� A Ao= o U N W Z J U STREET TREE PLANT LIST (SHEETS 276-277) QTY I SYMBOL BOTANICAL NAME COMMON NAME QTS" SIZE COMMENTS 45 DECIDUOUS OVERSTORY TREES RO QUERCUS RUBRA RED OAK 10 2.5" CAL. SINGLE, STRAIGHT LEADER BO QUERCUS MACROCARPA BUR OAK 5 2.5 CAL. SINGLE, STRAIGHT LEADER SWO QUERCUS BICOLOR SWAMP WHITE OAK 1 2.5" CAL. SINGLE, STRAIGHT LEADER PSO QUERCUS X BIMUNDORUM'MIDWEST PRAIRIE STATURE OAK10 2.5" CAL. SINGLE, STRAIGHT LEADER MO QUERCUS ELLIPSOIDALIS'BAILSKIES' MAJESTIC SKIES NORTHERN OAK 6 2.5" CAL. SINGLE, STRAIGHT LEADER 0 25' 50' • NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 306 DESIGNED JED Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS �h@re pride an6""" St. Paul, MN 55113 PROF. NO. 18038,8 iistante .gym SAP 180-110-013, SAP 180-020-013 547 aAa= waw _opo 0 oo 0TP (D N I 0 2s' so' —7_�VA�__ • • 400 • �// _777 777 1 BO _ZE (3) LIMESTONE (1) TYPE AOPPINGS HB \ / 3 I \ \ \ \ \ (1) TYPE 13- ������� (1) TYPE 'C' I� ���� Illlllll I Illl�ll IIIA �\��������� � \� I� BO (3) LIMESTONE OUTCROPPINGS I III (1) TYPE I I I'I I (7) LIMESTONE OUTCROPPINGS �\ \\��\\\� \\\ swo \\ \ \\ (1) TYPE'B' \\ ` 3 (1) TYPE 'A `\\\(1) TYPE 'C' 2 TYPE B' (4) TYPE -C- 3 LIMESTONE OUTCROPPINGS\ (1) A' TYPE'�`�\\\`�=� (1) TYPE 13-C. 1) TYPE LIMESTONE OUTCROPPINGS — 7 (3) LIMESTONE (2) TYPE 'A OUTCROPPINGS i (1) TYPE' (3) TYPE'B' A' (3) LIMESTONE • \ \ HB \\ `� 1 — OUTCROPPINGS (4) TYPE 'C' () TYPE'B' —J / (1) TYPE 'C' (1) TYPE'A— (1) TYPE 'B' O \\\ \ J (1) TYPE-C"� BO \—���= — ---- 20----_—� \ • _ 200 • • NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN 11 EEF DRAWN SMU/MAF Cottage Stantee 307 DESIGNED hO Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDE PON edty Meet Stas Paul, SAN 511 W SAP 180-121-001, SAP 180-123-001 OF AEERoveD DRshere pride andptosP St. Paul, MN ss 13 PROF. NO. 193803878—.sra't—c— SAP 180-110-013, SAP 180-020-013 547 02 d E> oo EPP JJ, 1B �/30 // zx I ` 1 Y��� (3) LIMESTONE' OUTCROPPINGS` / (S) LIMESTONE (1) TYPE -AX�///// • // // / / /// / / // �// OUTCROPPINGS \\\\\ (1) TYPE 'B' \�� / (1) TYPE' • • / // / %///��//�///_/////i// / (1) TYPE B - B' \\II\\I1\\Ill\I (3) LIMESTONE OUTCROPPINGS (1) TYPE'A (1) TYPE'B' TYPE'C' 30 B / (3) LIMESTONE / / / / �/ / //// / / / • 0 OUTCROPPINGS / (1) TYPE (1) TYPE'B' so / / (5) LIMESTONE (1) TYPE 'C' OUTCROPPINGS (1) TYPE 'A (2) TYPE-B- (2) YPE'B' / Jr / rs (7) LIMESTONE / 3 1 OUTCROPPINGS j/ — RO (1) TYPE'A' // 2 (2) TYPE 'B' (4) TYPE -C-// 530 (S) LIMESTONE 0 OUTCROPPINGS / / /ice /// /� (1) TYPE'A (3) TYPE 'C' lB / n N I 0 2s' 50' STREET TREE PLANT LIST (SHEETS 278-279) QTY SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE COMMENTS NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN 11 EEF DRAWN SMU/MAF Cottage Stantee 308 DESIGNED hO Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED POND/BOWL edty Meet Stas Paul, SAN 511 W SAP 180-121-001, SAP 180-123-001 OF AEERoveo oRshere pride andptosP St. Paul, MN ss 13 PROF. NO. 193803878—.sra't—c— SAP 180-110-013, SAP 180-020-013 547 °A waw _opo 04 E PLANT LIST (REST AREAS) SYMBOL BOTANICAL NAME COMMON NAME QTS" SIZE COMMENTS PERENNIALS PID SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 50 #2 30110.c. BD HEMEROCALLIS X'BAJA' BAJA DAYLILY 26 #1 24" O.C. AJS SEDUM X'AUTUMN JOY AUTUMN JOY SEDUM 8 #1 24" O.C. ZT ZAGREB TICKSEED COREOPSIS VERTICILLATA-ZAGREB' 12 #1 181, O.C. PA ASTER'WOODS PURPLE' WOODS PURPLE ASTER 46 #1 15.. O.C. BF GAILLARDIA GRANDIFLORA'ARIZONA SUN' ARIZONA SUN BLANKET FLOWER 47 #1 12" O.C. EBF FESTUCA OVINA'ELIJAH BLUE" ELIJAH BLUE FESCUE 156 #1 12" O.C. MONUMENT SIGN PLANT LIST SEE SHEET 295 -------------- — N ------- ------------------------- --- ---- 0 10' 20' NORTH REST AREA 0 LWJ 10' SOUTH REST AREA 0 s' 10' NO DATE I APPR REVISION SURVEY AWN `eW }}ShO CITY OF COTTAGE GROVE MN °�W" SMU�JED Collage ® Stantee ' 309 DESIGNED '°` � Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDE MONUMENT & TRAIL ENLARGMENT edty Meet Stas Paul, SAN 5113 SAP 180-121-001, SAP 180-123-001 OF nEERoveD DRshere pride andptosP St. Paul, MN ss 13 PROF. NO. ,8038,8 slant�.�m SAP 180-110-013, SAP 180-020-013 547 N (J� 65TH - EB 0 5. 10, "° I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantec LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 310 DESIGNED JDP CHECKED JJEDED G,.,e MEDIAN ENLARGMENT edty Meet 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS �h@fe pride and ����� St. Paul, MN 55113 PROF. 18038,8 wwwstantec.�m SAP 180-110-013, SAP 180-020-013 547 0 N (1) 10' IVItU1HIV YLHIV I LIJ I k0rlr-t 1 J ZO I -ZOO) SYMBOL BOTANICAL NAME COMMON NAME QTS" SIZE COMMENTS DECIDUOUS UNDERSTORY TREES IW I OSTRYA VIRGINIANA IRONWOOD 9 1.5" CAL. SINGLE, STRAIGHT LEADER PERENNIALS CG CALAMAGROSTIS ACUTIDLORA'KARL DOPESTER KARL FOERSTER'S FEATHER GRASS 86 #2 EBF FESTUCA OVINA'ELIGAH BLUE' ELIJAH BLUE FESCUE 47 #1 CM NEPETA MUSSINII'WALKER'S LOW WALKER'S LOW CATMINT 126 #1 AJS SEDUM X'AUTUMN JOY AUTUMN JOY SEDUM 101 #1 ORO I FMEROCALLIS X'STELL DE ORO' STELLA DE ORO DAYLILY 108 #1 = RH I RHUS AROMATICA 'GRO LOW' I GRO-LOW FRAGRANT SUMAC 1 42 1 #5 1 - NO I DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMU/MAF CITY OF COTTAGE GROVE MN Cottage Stantec LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 311 DESIGNED JDP CHECKED JDP Grove MEDIAN ENLARGMENT ericy neer 2335 Highway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride andQ1,,p St. Paul, MN 55113 PROF. NO. 18038,8 1lstantec.COm SAP 180-110-013, SAP 180-020-013 547 a a 0 0 DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINA- LEADERS AND BROKEN OR DEAD BRANCH SOME INTERIOR TWIGS AND LATERAL BRANCF MAY BE PRUNED, HOWEVER DO NOT REMOVET TERMINAL BUDS OF BRANCHESTHAT EXTEND THE EDGE OF THE CROFu DURING THE SPRING PLANTING SEASON, A EVERGREEN PLANT DELIVERED WITH NI GROWTH IN ADVANCE STAGE OF CANDLING C WILL BE REJECTED. EVERGREEN TREES N FULLY BRANCHED FROM BOTTOM TO TOP WILL REJECTED AND THOSE WITH TERMINAL LEADE EXCEEDING 300 MM (12") IN LENGTH WILL ALSO REJECT STAKE TREES ONLY AS SPECIFIED AT T DIRECTION OF LANDSCAPE ARCHITE WRAP TREE TRUNKS ONLY AS SPECIFI AT THE DIRECTION OF LANDSCAPEARCHITE MARK THE NORTH SIDE OF THE TREE IN T NURSERY, AND ROTI TREE TO FACE NORTH IN THE FIE SET TREE PLUMB AND MAINTAIN THROUGHOUT WARRANTY PERIOD EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE ROOT FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. ROOT BALLS DELIVERED WITH THE ROOT FLARE MORETHAN 4" BELOWTHE TOP OF THE BALL WILL BE REJECTED. SEETHE ROOT FLARE DIAGRAM MULCH AS SPECIFIED, DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK, MAINTAIN THE MULCH WEED -FREE FOR A MINIMUM OF THREE YEARS AFTER PLANTING. PLACE MULCH WITHIN 48 HOURS OF SECOND WATERING. DIG HOLE 2x ROOT BALL DIA. SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE TREE IN THE PLANTING HOLE. BACKFILL WTH MODIFIED PLANTING SOIL AS SPECIFIED AND CONSTRUCT 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. WATER THOROUGHLY WTHIN 2 HOURS. REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL. REMOVE ALL PLASTIC WRAP OR ROPE FROM ENTIRE BALL. IF PLANT IS SHIPPED WTH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN INTO PLANTING HOLE. �IG[N� ZiZ�lr:7fl��i]R�1�1�(NG\9G\���Z�li/G1w•II�q�LY�II� TREES PLANTED SO THAT THE ROOT FLARE IS BELOW THE SOIL LINE OR NOT VISIBLE MAY BE REJECTED. THICKENED STEM GRAFT TOP OF ROOT FLARE ROOT FLARE MUST BE CLEARLY VISIBLE WITH MULCH PULLED AWAY FROM THE TRUNK. TREE CANNOT BE SITTING IN A DEPRESSION IN ORDER TO EXPOSE ROOT FLARE. SET TOP OF ROOT BALL FLUSH TO GRADE OR —III- - TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO IN. HIGHER IN SLOWLY DRAINING SOILS. III III - THAT ROOT BALL DOES NOT SHIFT. THE SOIL LINE AT GRADE SHALL NOT BE ABOVETHE ROOT FLARE. SCRAPE AWAY EXCESS SOIL FROM THE TOP OFTHE ROOTBALL IF MYCORRHIZAL TRANSPLANT INOCULANT TO BE III = PROVIDE GRAVEL FILLED DRY WELL FOR POORLY DRAINED SOILS AS NECESSARY TO EXPOSE ROOT FLARE. ROOTBALLS DELIVERED WITH ADDED AT PLANTING TIME PER MANUFACTURER'S =IIIIII\\ \\ - DIRECTED BY THE LANDSCAPE ARCHITECT.T �pp THE FOOT FLARE MORE THAN 2" BELOW THE TOP OFTHE BALL WILL BE DIRECTIONS. l ROO I FLARE DIAGRAM REJECTED. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS AND BROKEN OR DEAD BRANCHES, SOME INTERIORTWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OFTHE CROWN. DURING THE SPRING PLANTING SEASON, ANY EVERGREEN PLANT DELIVERED WITH NEW GROWTH IN ADVANCE STAGE OF CANDLING OUT WILL BE REJECTED. EVERGREEN TREES NOT FULLY BRANCHED FROM BOTTOM TO TOP WILL BE REJECTED AND THOSE WITH TERMINAL LEADERS EXCEEDING 300 MM (12") IN LENGTH WILL ALSO BE REJECTED. STAKE TREES ONLY AS SPECI FI ED AT THE DIRECTION OF LANDSCAPE ARCHITECT WRAP TREE TRUNKS AS SPECIFIED. MARK THE NORTH SIDE OFTHE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH IN THE FIELD. SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 IN. HIGHER IN SLOWLY DRAINING SOI L.S. CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIORTO PLANTING. NOTIFY LANDSCAPE ARCHITECT OF ANY POTENTIAL DRAINAGE ISSUES PRIOR TO FINAL PLANTING. INSTALL APPROVED DRAINAGE MATERIALS AS DIRECTED. ADD MYCORRIZAL TRANSPLANT INOCULANT AT PLANTING TIME PER MANUFACTURER'S DIRECTIONS. IF PLANT IS SHIPPED WITH A CONTAINER AROUND THE ROOTBALL, SLICE SIDES OF CONTAINER AND REMOVE COMPLETELY. USE FINGERS OR SMALL HAND TOOLS TO PULL ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL, THEN CUT OR PULL APART ANY CIRCLING ROOTS. TO IMPROVE TRANSPLANTING SUCCESS THE FOLLOWING VARIETIES SHOULD BE SPRING PLANTED ONLY: BIRCH, BLUE BEECH, ELM, GINKGO, IRONWOOD, OAK, PAGODA DOGWOOD, POPLAR, PRUNUS SP., RED MAPLE, AND WILLOW. PRUNE BRANCHES TO A MINIMUM OF 8' TO ALLOW FORA CLEAR SIGHT DISTANCE. X = MINIMUM WIDTH OF PREPARED SOIL FOR SOIL CONDITIONS .............................. WEED BARRIER AS SPECIFIED. SET TREE PLUMB AND MAINTAIN THROUGHOUT WARRANTY PERIOD. REMOVE ALL FLAGGING AND LABELS. EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE ATTHETOP OFTHE ROOT BALL. TREES WHERE THE ROOT FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVERTHE TOP OF THE ROOT BALL WITH SOIL. ROOT BALLS DELIVERED WITH THE ROOT FLARE MORE THAN 4" BELOW THE TOP OF THE BALL WILL BE REJECTED. MULCH AS SPECIFIED, DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK, MAINTAIN THE MULCH WEED -FREE FOR THE DURATION OF THE WARRANTY PERIOD. PLACE MULCH WITHIN 48 HOURS OF SECOND WATERING. MULCH SHALL BE INCIDENTALTO PROJECT. DIG HOLE 3x ROOT BALL DIA. OR AS SPECIFIED FOR SOIL CONDITION ENCOUNTERED WITH TAPERED SIDES. SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE TREE IN THE PLANTING HOLE. BACKFILL 2/3 WITH MODIFIED PLANTING SOILAS SPECIFIED FORTHE SPECIFIC SOIL CONDITION ENCOUNTERED AND WATER THOROUGHLY WITHIN 2 HOURS. BACKFILL REMAINING 1/3 WITHIN 48 HOURS AND CONSTRUCT 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL AND WATER THOROUGHLY. REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP 1/3 OF ROOT BALL ORTO 2ND RING OF WIRE BASKET, WHICHEVER IS GREATER. REMOVE ALL PLASTIC WRAP OR ROPE FROM ENTIRE BALL. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUTTHE WIRE BASKET IN FOUR PLACES AND FOLD DOWN INTO PLANTING HOLE. PLACE ROOT BALL ON FIRM UNEXCAVATED ORTAMPED SOIL TAMP SOIL AROUND BASE OF ROOT BALL FIRMLY WITH FOOT PRESSURE SOTHAT ROOT BALL DOES NOT SHIFT. SPACE TREES ACCORDING TO PLANS 0_1`1....................... .................... .................... ............. .... '_'1'1"1'_'1'1'1'1'_'1' '1'1'_'1'1'1'1'_'1'1' 44' TO 6'' DEEPER THAiV.R00TBAL ti'�Y................ 1... IIIIIIII WEED BARRIER AS SPECIFIED. PLANTING AS SHOWN ON PLANS EXTRUDED CONCRETE EDGE RESTRAINT. SET LOWER EDGE 1" ABOVE ADJACENT TURF GRADE. SEE SPECIFICATIONS TURF UNDISTURBED SUBSOIL NO DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 312 DESIGNED 'DP � Grove LANDSCAPING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED DETAILS erity neer zags Highway W SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS �h@re pride an6""" St. Paul, =55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 mFE5 o,.< h=Q= IF PLANT IS SHIPPED WITH A CONTAINER AROUND THE ROOTBALL, SLICE SIDES OF CONTAINER AND REMOVE COMPLETELY. USE FINGERS OR SMALL HAND TOOLS TO PULL ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL, THEN CUT OR PULL APART ANY CIRCLING ROOTS. REMOVE ALL ROPE, TWINE AND BURLAP FROM TOP HALF OF ROOT BALL FROM B&B SHRUBS. DO NOT HEAVILY PRUNE AT PLANTING. PRUNE ONLY BROKEN OR DEAD BRANCHES, RETAINING NATURAL FORM. DURING THE SPRING PLANTING SEASON, ANY EVERGREEN SHRUB DELIVERED WITH NEWGROWTH IN ADVANCE STAGE OF CANDLING OUT WILL BE REJECTED. SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS. ADD MYCORRHIZAL TRANSPLANT INOCULANT AT PLANTING TIME PER MANUFACTURER'S DIRECTIONS. ® ® ® PLANT SPACING (ON CENTER) P= PLANT SPACING, R= ROW SPACING EQ. Q. P (FF.) R (FT.) 50 .43 67 .58 .83 .72 1.00 .87 1.25 1.08 1.50 1.30 P 2.00 1.73 2.50 2.17 3.00 2.60 ® 4.00 3.46 5.00 4.33 6.00 5.20 MULCH AS SPECIFIED. DO NOT PLACE MULCH IN CONTACT WITH THE PLANT. MAINTAIN THE MULCH WEED -FREE FOR THE DURATION OF THE WARRANTY PERIOD. PLACE MULCH WITHIN 48 HOURS OF SECOND WATERING. DIG HOLE 3x ROOT BALL DIA. SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE SHRUB IN THE PLANTING HOLE. BACKFILL WITH MODIFIED PLANTING SOIL AND ADD ANY SOIL AMENDMENTS OR FERTILIZERS AS SPECIFIED AND CONSTRUCT 3" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. WATER THOROUGHLY WITHIN 2 HOURS. MULCH AS SPECIFIED. DO NOT PLACE MULCH IN CONTACT WITH THE PLANT MAINTAIN THE MULCH WEED -FREE FOR THE DURATION OF THE WARRENTY PERIOD. PLACE MULCH WITHIN 48 HOURS OF SECOND WATERING. DIG HOLE 2x ROOT BALL DIA. SCARIFY THE SIDES AND BOTTOM OF THE HOLE BEFORE PLACING THE PLANT IN THE PLANTING HOLE. BACKFILL WITH MODIFIED PLANTING SOIL AS SPECIFIED. WATER THOROUGHLY WITHIN 2 HOURS. IF PLANT IS SHIPPED WITH A CONTAINER AROUND THE ROOTBALL, SLICE SIDES OF CONTAINER AND REMOVE COMPLETELY. USE FINGERS OR SMALL HAND TOOLS TO PULL ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL, THEN CUT OR PULL APART ANY CIRCLING ROOTS. SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS. ADD MYCORRHIZAL TRANSPLANT INOCULANT AT PLANTING TIME PER MANUFACTURER'S DIRECTIONS. SPACE PLANTS ACCORDING TO PLAN. NO I DATE I APER REVISION SURVEY PBW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 313 DESIGNED '°` � Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP DETAILS erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRs here pride an6""" St. Paul, MN 55113 PROF. NO 18038,8 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 aAa w aw o a u 3 0 z 2'-10" SQ. CAP u 3" /-o 3/8" THICK, 8x8" WEATHERED STEEL ANGLE K N EDGE OF FOOTING Cl o Q r N 0 18'-6" x 20" - 3/8" THICK WEATHERING STEEL PANEL. \ TPRECAST WALL BELOW CAP, (5) EQ. UNITS 12" HT. STAINLESS STEEL LETTERS 20'-3-1/2 A MONUMENT SIGN PLAN 0 1' 2' 4' CENTER TEXT ON PRECAST CONCRETE CAP (ANCHOR TO CONC. WITH CORTEN STEEL PLATE 1/2" SS DOWELS AND EPDXY ADHESIVE) PROVIDE JOINTING PLAN PRIORTO FABRICATION 1' HT. STAINLESS STEEL LETTERS WITH 1" RETURN. STUD MOUNTED STEEL PLATE. LETTERINGTO BE BACKLIT WITH LED STRIP LIGHTING. PROVIDE FULL SIZE LETTER TEMPLATE MOCKUP TO VERIFY LETTERING SPACING ON STEEL PLATE. ' o, \ A. o, BASE OF PIER 5 BASE OF SPREAD FOOTING NOTES: 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR MONUMENT SIGN, FOOTING, CAP, LETTERING, AND ALL ATTACHMENTS. 2. SIGN FONT TO BE VELJOVIC LT BOOK OR APPROVED EQUAL. 3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND OVERALL LENGTH OF MONUMENT SIGN. OWNER'S REPRESENTATIVE TO APPROVE SIGN LOCATION. 4. WEATHERING ACCELERATORTO BE APPLIED STEEL (CORTEN) PRIOR TO INSTALLATION 0,71) ENLARGED MONUMENT SIGN DETAIL NTS S" DEEP, $" THICK ALUMINUM PAN TO CONCEAL PROVIDE ANCHOR AND CONNECTION THAT LETTERING WIRING AND ATTACHMENTS(PAINTE TO MATCH WEATHERED STEEL) STUD & NUT-ZERT 7-05. REFER TO SPECI FICATIONS FOR 3/8" THICK WEATHERING STEEL PLATE 2'-6" 12" HT. STAINLESS STEEL LETTER PRECAST CONCRETE CAP. SLOPE 1/4"/FT. 3/8" THICK, 8x8" CORTEN ANGLE 1 CONTINUOUSLY WELDED TO WEATHERED STEEL PLATE 9 1/2" SLOPE -1/11 - -- ->-:_-:-. --- 1/2" THICK MOTOR LETTERS WITH 1" -_ SS HILTI EXP. ANCHOR 1/2" x 7' (4) BOLTS PER PLATE M OU NTED TO DRIP EDGE MP) 2" STONE VENEER 0 LLo 1" MORTAR Q 6x8x8 CMU Q 5 . 0,71) ENLARGED MONUMENT SIGN DETAIL NTS D MONUMENT SIGN SECTION 0 1' 2' 4' NO DATE I APPR REVISION SURVEY NEW SHEET DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 314 DESIGNED '°` � Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP DETAILS erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride a,',,,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 PROVIDE ANCHOR AND CONNECTION THAT SATISFY WIND LOAD REQUIREMENTS OF ASCE 7-05. REFER TO SPECI FICATIONS FOR 2'-6" SUBMITTAL REQUIREMENTS. 2 _p PRECAST CONCRETE CAP. SLOPE 1/4"/FT. TOWARDS BACK OF SIGN. FLASHING UNDER PRECAST CAP AS SPECIFIED. PROVIDE DRIP EDGE STAINLESS STEEL IN UNDERSIDE OF CAP. LETTERS WITH 1" RETURN. STUD M OU NTED TO STEEL BACKDROP. 0 FINISH GRADE STONE VENEER AS SPECIFIED, 5 . STAINLESS STEEL STONE 's ANCHORS AS SPECIFIED P # 5 @12" E.W. E.F. 6" i #5@12" 6" CLASS 5 CRUSHED AGGREGATE COMPACTED TO 100% MAXIMUM DENSITY COMPACTED SUBGRADE 2'-8" AND BACKFILL D MONUMENT SIGN SECTION 0 1' 2' 4' NO DATE I APPR REVISION SURVEY NEW SHEET DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 314 DESIGNED '°` � Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP DETAILS erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride a,',,,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 L61 STREET TREE BEYOND, SEE PLAN FOR LOCATION SEE PLANTING PLAN FOR SPECIES & LOCATION 4" THICK CONC. 6" CLASS 5 BASE a a a� a WIDTH VARIES REFER TO PLANS al LU z J LU H NEW CURB & ROADWAY,) z SEE CIVIL SHEETS LU U A TYPICAL MEDIAN SECTION AT PLANT BED NTS NEW CURB & ROADWAY, SEE CIVIL SHEETS CONCRETE PAVER, AS SPECIFIED 4" THICK STAMPED AND COLORED CONC. 6" CLASS 5 BASE AS SPECIFIED / 4" CLASS 5 BASE J UNDISTURBED OR COMPACTED SUBGRADE C TYPICAL MEDIAN SECTION AT LIMESTONE BOLLARD NTS 2' STAMPED & COLORED CONC. BAND (TYP) WIDTH VARIES REFER TO PLANS CONCRETE PAVER, AS SPECIFIED 4" THICK STAMPED AND COLORED CONC. 6" CLASS 5 BASE a 1" MAX. MASON SAND OVER GEOTEXTILE, AS SPECIFIED NEW CURB & ROADWAY, 4" CLASS 5 BASE SEE CIVIL SHEETS UNDISTURBED OR COMPACTED SUBGRADE B TYPICAL MEDIAN SECTION AT CONCRETE PAVERS NTS SEALANT APPLIED TO STONE ABOVE GRADE, TYP. USE TK PRODUCTTK-290. ROCHESTER READY MIX SUPPLIER CONTACT, JASON BLUHM 507-272-4239. 18" SQUARE LIMESTONE BOLLARD, SPLITFACE FRONT AND BACK, SAWN AT SIDES ANDTOP �- WATERPROOFING APPLIEDTO STONE BELOW GRADE, TYP. USETK PRODUCTTK-2001. ROCHESTER READY MIX SUPPLIER CONTACT, JASON BLUHM 507-272-4239. COMPACTED CLASS 5 BASE UNDISTURBED/ COMPACTED SUBGRADE WIDTH VARIES REFER TO PLANS NOTE: STAMPED CONCRETE TO FOLLOW THE DIRECTION OF CURB. STAMPED CONCRETE BANDS TO BE PERPENDICULAR TO CURB. 2' WIDE STAMPED& COLORED CONC. BAND (TYP) NO DATE I APPR REVISION SURVEY NEW SHEET DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 315 DESIGNED '°` � Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP DETAILS erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride a,',Qr�SP St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 aAa? waw o NATIVE GRASS SEED MIX n A REST AREA SECTION 1/2"=1'-0" —REFER TO PLANTING PLANS CUT LIMESTONE SLAB CONC. PAVERS, AS SPECIFIED LIMESTONE SLAB, CUT TOP, RECTANGULAR, -4' LENGTH, W/ EASED EDGE. BOULDERS TO BE FIELD 22' SELECTED BY LANDSCAPE ARCHITECT PRIOR TO TW. SITE DELIVERY 4" MINUS CRUSHED GRANITE CONC. RIBBON CURB CONC. PAVERS, AS SPECIFIED - h=ill=iii=1II _ = = = 6" DEPTH COMPACTED AGGREGATE BASE COMPACTED OR UNDISTURBED SUBGRADE B LIMESTONE SLAB 1/2"=1'-0" REFER TO SEEDING PLAN LIMESTONE OUTCROPPING �TYPE'C' LIMESTONE OUTCROPPING TYPE'B' LIMESTONE OUTCROPPING dMTYPE 'A' D . HIGH WATER (902) E TYPICAL LIMESTONE OUTCROPPING SECTION 1/4"=1'-0" WABASH VALLEY BENCH, AS SPECIFIED PLANTING AREA, REFER TO PLANTING PLANS WABASH VALLEY BENCH, AS SPECIFIED. SEE CITY PLATE NO. SPECAIAL-2. CONC. TRAIL, 8' WIDE, SEE SHEET 317 c CONCRETE PAVER SECTION 1-1/2"=1'-0" REFER TO SEEDING PLAN BOTTOM OF POND BBON CURB E FILLED WITH CLEAN AS SPECIFIED MASON SAND SETTING BED. TH COMPACTED AGGREGATE BASE CTED OR UNDISTURBED ADE SEE PLANTING PLANS NATIVE GRASS SEED MIX NOTE: CONTRACTOR TO PROVIDE SAMPLES OF STEEL EDGING AND COLOR OPTIONS FOR APPROVAL. SEE PLANS FOR LOCATION OF STEEL EDGING. D STEEL EDGING 3/4"=1'-0" REFER TO PLANTING PLANS STEEL EDGING: 3/16" (7 GAUGE), 5" DEPTH, TOP OF EDGING FLUSH WITH GRADE, COLOR AS SPECIFIED STEEL ANCHORING STAKES: 10 GAUGE, 12" LENGTH, 4 STAKES PER EACH 10', INSTALL ON BED SIDE OF EDGER. COLOR AS SPECIFIED UNDISTURBED SUBSOIL NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 316 DESIGNED '°` � Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP DETAILS erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 a a= waw o A CONCRETE SIDEWALK NTS DEPTH CONC., MEDIUM BROOM NISH W/ 3" STEEL TOWELED )GES & JOINTS DEPTH COMPACTED 3GREGATE BASE )IMPACTED SUBGRADE 14" DEEP TOOLED CONTRACTION JOINT WITH A" RADIUS SEE PLAN FOR PATTERN 3" STEEL TROWELLED FINISH AT ALL EDGES &JOINTS 4" DEPTH CONC., MEDIUM BROOM FINISH 6" DEPTH COMPACTED AGGREGATE BASE COMPACTED OR UNDISTURBED SUBGRADE ALL OUTSIDE EDGES AND JOINTS SHALL BE TOOLED WITH A RADIUS TOOL. BROOM FINISH AFTER INSTALLING CONTROLJOINTSTO REMOVE TROWEL LINES OF JOINT TOOL. FOLLOW WITH 3" TOWELED EDGES &JOINTS B SIDEWALK CONTROL JOINT (TYP.) NTS d SIDEWALK EXPANSION JOINT (TYP.) NTS 1/2" EXP. JT. W/ PRE -MOLDED COMPRESSIBLE FILLER RECESS 1/2" FROM FINISH GRADE, COVER TOP. SEAL JOINT W/ SEALANT SPECIFIED. PLACE JOINTS AT MAX. SPACING OF 350.C. 3" STEEL TROWELLED FINISH AT ALL EDGES &JOINTS 3/4"x12" SPEED DOWELS, 18" O.0 UTILIZE SPEED DOWELS AS PROVIDED BY BROCK WHITE CO. 6" DEPTH COMPACTED AGGREGATE BASE COMPACTED OR UNDISTURBED SUBGRADE NOTES: PROVIDE!." EXPANSION JOINT BETWEEN SEPARATE CONCRETE POURS, FIXED STRUCTURES, WALLS AND ALL OTHER OBSTRUCTIONS. PROTECT EXPANSION JOINT WITH SNAP CAP PRIORTO CAULKING. SEE PLAN FOR SCORE PATTERN. 3" TROWELLED PICTURE FRAME APPLIES TO REST AREAS ONLY. MEDIUM BROOM FINISH 3" STEEL TROWELLED JOINTS, SEE DETAIL B NOTES: PROVIDE EXPANSION JOINT BETWEEN SEPARATE CONCRETE POURS, STRUCTURES, WALLS, CURBS AND ALL OTHER OBSTRUCTIONS. SEE PLAN FOR SCORE PATTERN D CONCRETE PLAN ENLARGEMENT (TYP.) NTS NO DATE I APPR REVISION SURVEY NEW SHEET DRAWN SMV/MAF CITY OF COTTAGE GROVE MN (**0174111 Cottage Stantec 317 DESIGNED '°` � Grove LANDSCAPE PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP DETAILS erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,,,,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 wwWstantec.�m SAP 180-110-013, SAP 180-020-013 547 oa RFE h=< a�a= S! -y OHU OHU n OHU OHU OHU OHU r OHU 6flU OHU OFlC1— 'OH?— OHU 0HU OHU 'BPIIJ� OFiCK� OHU OHU �B11U OHU OHU OHU OH OHU U OHU �' o III II O INP. R/Vv a 7 21# III 50' �I I I 1 I INP. R/W � PROP. RNV .L -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I — I I I I I I I 1. + I131213 314 + o II ' I 107 108 109 110 111 112 III 13 114 65TH - EB =====================-====================—====—========—====—==-- ---- -----------------------------= III I HU 0HU 0HU 0HU 0HU 0HU 0HU 0HU 0HU '1 0HU 0HU 0HU OH 0HU 0HU U 0HU U H OH OHU 0 U 0HU 0HU 0 � o 1 N — — — — — — — — INP. R/W � — — — — — — — III \\O — — — I a III – a III o INSTALL ISOLATION VALVE(k AS NORMALLY CLOSED 0 25' 50' NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF Cottage Stantee 318 DESIGNED °` Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP65TH STREET erlty neer zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS ""ft. pride and ����� St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 \ IU UI II III SIGN AREA IRRIGATION NOTE: III I I lu III n/ COORDINATE IRRIGATION CONNECTION TO bl I I III III lu I I I I EXISTING HOA IRRIGATION SYSTEM I I \ I I III III ul IU III I I I I 17.7 I I �„ II I I I \ II UI nl II a II I I I I I I \ n III 0 1 I z I I I III qj I I I III INP. R/W = Iu• — / — — III ql V\� in — — — — -- --------------------- ---------------- III III V I _ — -- --- -------------------------------------------- --------------------------------------------------------------------------- ------ Illnl �h \ v00Ln 0—- . O O _--- O O O – – p BEGIN SAP 180-123-001 – _ _ =– -- 65TH -EB —� Ss� –Y–_ _– STA. 100+68.07 � n 65TH - EB n n n 99 A Ni 100 A n 104 106 n n I n A // S! -y OHU OHU n OHU OHU OHU OHU r OHU 6flU OHU OFlC1— 'OH?— OHU 0HU OHU 'BPIIJ� OFiCK� OHU OHU �B11U OHU OHU OHU OH OHU U OHU �' o III II O INP. R/Vv a 7 21# III 50' �I I I 1 I INP. R/W � PROP. RNV .L -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I — I I I I I I I 1. + I131213 314 + o II ' I 107 108 109 110 111 112 III 13 114 65TH - EB =====================-====================—====—========—====—==-- ---- -----------------------------= III I HU 0HU 0HU 0HU 0HU 0HU 0HU 0HU 0HU '1 0HU 0HU 0HU OH 0HU 0HU U 0HU U H OH OHU 0 U 0HU 0HU 0 � o 1 N — — — — — — — — INP. R/W � — — — — — — — III \\O — — — I a III – a III o INSTALL ISOLATION VALVE(k AS NORMALLY CLOSED 0 25' 50' NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF Cottage Stantee 318 DESIGNED °` Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP65TH STREET erlty neer zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS ""ft. pride and ����� St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 a 3Fa waw o Lf) O ri ri 0 25' 50' -, mummm N 122 ri OI ru III \ ------- I I 65TH - WB N 323 123 - I I --------------- - -- I I I L- ------ PROP. R/W � I `-------------- (j�- I I ��---- J I 1 — I I V I M I V I F _ �� - _ -- m- -_- - -� _ W 1l j!z? ' j:� '' z �. � ,� A.�. �.. 7 A6 018.9 1y2" 1y2" 'h■v 40.,6T m .INP RJW r 25 50' DRAWN SMV/MAF Cottage Stantee DESIGNED JDP Grove CHECKED FDP k, ,,,pelity Meet 2335 Highway36 w APPROVED DRS "ere pride dOd� St. Paul, MN 55113 PROF. NO. 193803878 WNM/.Starltp, c- 326 327 328 I I� 127 128 CU CUL .0 101-1I OH OHI OHU OHU OHU OHU OHU 'moo BF --- – jIII INSTALL IRRIGATION SLEEVE A8 2.76 III a I II TO ACCOMMODATE 2" MAINLINE III w I II FUTURE EXPANSION POC #1 /A7\16.7 WM JBIF I MV FS —111 z III III ? III CONTROLLERA —SII IIr--I Ln 00 N ri CITY OF COTTAGE GROVE, MN F"EEF IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 319 65TH STREET SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 OHU - OHU - OHU - OHU - OHU Ir - 0 0 of D SAP 180-123-001 FH - EB 4. 130+50.03 131_ 132_ 133 134 135 -------------------------------------------------------------------------- --------------------------------- -X-XX- 0 0 N (t 0 25' 50' NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 320 DESIGNED '°` � Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP 65TH STREET er)ty neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 iistante .gym SAP 180-110-013, SAP 180-020-013 547 329 Lf) � 3 129 0 N ri OHU - OHU - OHU - OHU - OHU Ir - 0 0 of D SAP 180-123-001 FH - EB 4. 130+50.03 131_ 132_ 133 134 135 -------------------------------------------------------------------------- --------------------------------- -X-XX- 0 0 N (t 0 25' 50' NO I DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 320 DESIGNED '°` � Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP 65TH STREET er)ty neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 iistante .gym SAP 180-110-013, SAP 180-020-013 547 F) =. < -QA QOQ� N (1) 0 25' 50' � II �I �I I v �I v II I �I I �I I �I v �I >>—>> I I v I� BEGIN SAP 180-121-001 RAVINE - EB II I � STA. 170+32.69 2 ZONES TO BE TURNED OVER TO DEVELOPER 44.6 AFTER INSTALLATION. PROP. R/W 1Y' COORDINATE VALVE 45.1 44.6 LOCATION W/ DEVELOPER 0 25' 50' � IV, PRIOR TOINSTALLATION. NO DATE APPR REVISION SURVEY PEW SHED DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 321 °°�°"°° '°° � Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP RAVINE PARKWAY erity neer zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS �h@re Pride an6""" St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 • B65 43.2 9.4 B3 49.6 ® ® PROP . V. RAVINE WB _— Ell 1110111011 -- 2 ZONES TO BE TURNED OVER TO DEVELOPER 44.6 AFTER INSTALLATION. PROP. R/W 1Y' COORDINATE VALVE 45.1 44.6 LOCATION W/ DEVELOPER 0 25' 50' � IV, PRIOR TOINSTALLATION. NO DATE APPR REVISION SURVEY PEW SHED DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 321 °°�°"°° '°° � Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP RAVINE PARKWAY erity neer zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS �h@re Pride an6""" St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 o�.< he< a 3Fa 0 0 0 25' 50' REVISION /--- SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 Cottage ® Stantec Grove �""eflty Meet 2335Highway36 W " hese Pfide •ndP St. Paul, MN 55113 W W W Stant—c— CITY OF COTTAGE GROVE, MN 11EEF IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 322 RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 39.5 4 B4 41.7 B66 B67 42.9 49.5/B68\ B69 47.2 B5 11.6 1 PROP. R/W IV 1%. iy„ 1.. •• '� • � — — — — 114' • 1.2 11 I I 114" ' 1 1 1 1 1• 1" 1- �. 114" 1' 11t" 1K"114" 1W' I 134" 1" RAVINE WB I 3' 380 6N 7A 174" • • • i. O . 3 O — 180� RAVINE - EB 1" 1W 134" 1. 1" 1" 1' 1w, • 134' • 1M" 1, 1! 114" 114' 114" 1" • 46.2 ZONES TO BE TURNED 2 1„ OVER TO DEVELOPER INSTA PROP. R/W CO COORDINATE VALVE 44.6 41.9LOCATION W/ DEVELOPER IV 1Y2" PRIOR TO INSTALLATION. 0 25' 50' 0 25' 50' REVISION /--- SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 Cottage ® Stantec Grove �""eflty Meet 2335Highway36 W " hese Pfide •ndP St. Paul, MN 55113 W W W Stant—c— CITY OF COTTAGE GROVE, MN 11EEF IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 322 RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 O Q .O haw At swo oozo x� 0300 -m= o= a o Qo p _ �a \V 0 11101 rim --ILI t� - -- --- - -- - ------------------ - _ _ 413. - ---------------- __----- = - ��+► 'r - i --------- -- - 71-1x„ 26.5 B6 1 4 ZONES TO BE TURNED 7.52 B7 1y2" OVER TO DEVELOPER 1., AFTER INSTALLATION. I 43.4 COORDINATE VALVE 1yZ. LOCATION W/ DEVELOPER PRIOR TO I INSTALLATION. 1 ���'����'7��1►� l`I■ ._,�. -_�. ---� -� ilk" 9701-.0 KW 1— a INP. R/W J/ I I 42'3 \ ZONES TO BE I I 1y2 \ TURNED OVER TO DEVELOPER - III LL III I I \ AFTER INSTALLATION. 20.2 01 w I I 39.6 \ COORDINATE VALVE 1y2" j III 11.6 B8 42.9 I I 1yZ. \ LOCATION W/ DEVELOPER jl I I V I 1y2 \` PRIOR TOINSTALLATION. NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN u"Ea DRAWN SMV/MAF Cottage Stantee 323 °°�°"°° '°° � Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride an6""" St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 O 0 At set ao=', it o=F.< h ¢�o a aoo� N 0 25 50' � i 1 6 ■ T / i Zx X. / N • • I + �� I k RAVINE EB \� \\ 3• � 1 / tx" • t 200 11h• 2• tt4• 114• 134.1 2.. ��3x \ \ O _ t• t" iw t. tx• � PROVIDE 2 z" CAPPED 3x 2• 1 2" MAINLINE STUB B43 45.3 I 1y„ • B41 42.9 B42 41.3 37.6 B44 A) I U- 0 c 25' 50' i I `� RAVINE - WB 0 ' Ic X X 0 c `\ c v s 0 .> • + o � o I los 2W o 1 ' ` 210 2 iw� tx• t• tx• �• t" RAVINE - EB t• t 2. 2.. tom" t1Q1• t" 1.4 B47 S'v 1" o 2" v ���_ tui• r r _�-- —•— — �`�------- 49.5 B48 0 49.5 B50 � v c B49 49.5 PROP. R/W • I I I 13/2" v 0 NO DATE A°PR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF Cottage Stantee 324 DESIGNED °° Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED J°P RAVINE PARKWAY erity neer 2335 NFPhway33w SAP 180-121-001, SAP 180-123-001 °` APPROVED DES "here Pride an6""" St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 O Q .O At oo�o o=F.< Q�a= aAa _O 0 / t• 'tu t• 25' 50' 410 1• • RAVINE - WB B51 47.9 1x^ �T RAVINE - EB V h PROP. R/W 49.5 B52 \ t MAINLINE ROUTING WITHIN EXCEL EASEMENT IS SHOWN FOR DIAGRAMMATIC CLARITY ONLY. ALL IRRIGATION EQUIPMENT MUST TRANSITION PRIOR TO EASEMENT BOUNDARY AND BE LOCATED WITHIN BOULEVARD FOR THE REMAINDER OF EXCEL ENERGY THE EASEMENT LIMITS. EASEMENT I /B20\43.0 B22 49.5 B23 40.9 1J$.- t B2444.5 B21 14.9 1" PROP. R/W — All - - - - - - - - - - - - - - - - - - - - -� J -•� j �� - ing 2" 1• I 2' I t• 1• tx' r t• I I t• ISIIII III 415TI III IIII1= —1I =I III IIIIIIIII 420111 0 iLr) RAVINE - WB N N I tx" • T' • 1 N +Lri • N N _ 220 • RAVINE - EB II tx^ t• tx^ t• tiz 1 1W _ 1 t r x - t• II • I zte- x• t• pl� fir _ MAINLINE ROUTING WITHIN EXCEL 654 49.7 EASEMENT IS SHOWN FOR N DIAGRAMMATIC CLARITY ONLY. ALL 1}r�" IRRIGATION EQUIPMENT MUST II r TRANSITIONO EASEMENT u o B53 49.5 BOUNDARY ANDDBE BE LOCATED WITHIN 1 BOULEVARD FOR THE REMAINDER OF THE EASEMENT LIMITS. SEE ABOVE. 0 25' 50' NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN a"ra DRAWN SMV/MAF r Cottage Stantee 325 — DESIGNED 'DD � Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED ADD RAVINE PARKWAY erity neer zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS here Pride an6""" St. Paul, MN 55113 PROF. NO. 1803878—t—t—c— SAP 180-110-013, SAP 180-020-013 547 o=bi F) =. < h Q�Q a�a? aAa= waw o B 74 28.4 /' ��\ _ m00% • • O %I\ �0 /� I\ • • — — — // \I/ _ /B76\49.5" B77 49.5 /B78\49.5 • 1Yz" 1Yz B75 34.7 —/%�\\ — — — — � � —'— INP.R/W �> 2. • • • • O ' --0----0--> O O O • • • • 1" 11"I I 2" 1x" 1x" t• 1• tx' V. p 1• 1• 1x" 114' 1w 1" 1^ 114• Yl - c) ' Ln N M N 1• T 1W' 3�5 11i" 1Ye"14. 2^ 134" III 114' 1• ON arn 2)t RAVINE WB 0 • / 7 l ■� �• • B9 48.9 N z• t1�„ 0 2s• so• N '\, % ` 47.9 B13 46.2 B14 49.8 B15 0 25' 50' '\ 612 48.8 1Y2" 1Y2" 1Yz• 1}¢ INP. R/W IYI��\ 114• _ ' 1Y. 1 I q� oyG 3 �'— 1^ I 2 2. �• Opp �• ;' p• !d • • o 7• • 1 114' 17C' m \P� III 114• + 3" 405 0 9G . •14. 1 7m. 1„ x, o • \ RAVINE WB IIa A `7. NO DATE A°PR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 327 DESIGNED JED Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDE RAVINE PARKWAY edty Meet Stas Paul, SAN 5113 SAP 180-121-001, SAP 180-123-001 OF AEERoveD DRshere pride andptosP St. Paul, MN ss 13 PROF. NO. 193803878 —tali—c— SAP 180-110-013, SAP 180-020-013 547 aAa? waw o NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 328 DESIGNED '°` � Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride a,',,,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 O Q .O At - 52t 'azo S� 0300 >Q�t o=F.< Q3Q Q oO�zi Qn¢� a Aa? Q 0 0 25' 50' • 4 NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 329 DESIGNED JED Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here pride and ����� St. Paul, MN 55113 PROF. NO. 193803878 SAP SAP 180-110-013, SAP 180-020-013 547 i IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI SYMBOL MANUFACTURER/MODEL/DESCRIPTION CRITICAL ANALYSIS IRRIGATION DESIGN NOTES: 1. IRRIGATION SYSTEM DEMAND AT POINT OF CONNECTION: 70 GPM MAX. AT 65 PSI IN ® ® IN ® E TORO 570ZH6P-PR-COM 8 SERIES 30 50 TORO P220-27-9 GLOBE Generated: 2018-04-05 23:34 MIN. CONFIRM STATIC PRESSURE PRIOR TO START OF WORK. NOTIFY LANDSCAPE 0 r H TT TO F TURF SPRAY, 6" POP-UP, WITH BUILT IN -RISER PRESSURE ELECTRIC, 1", 1-1/2", 2" AND 3" PLASTIC IN-LINE REMOTE ARCHITECT IF STATIC PRESSURE IS LOWERTHAN STATED DEMAND. REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. CONTROL VALVE. EQUIPPED TO WITHSTAND PRESSURE UP TO P.O.C. NUMBER: 01 1/2" FEMALE -THREADED INLET. WITH CHECK VALVE. 220 PSI. FILTER SCREEN ON 2" AND 3" MODELS. DC LATCHING Water Source Infomution: DUCTILE IRON STUB 2. MAKE IRRIGATION POINT OF CONNECTION AS INDICATED ON PLAN AND RIF 17 n ®0 0 TORO 570ZH6P-PR-COM 10 SERIES 30 SOLENOID. GLOBE BODY STYLE. WITH EZ REG PRESSURE REGULATOR. FLOW AVAILABLE COORDINATE WITH OTHER WORK AS REQUIRED. EXACT LOCATION OF BACKFLOW O T H TT TO F TURF SPRAY, 6" POP-UP, WITH BUILT IN -RISER PRESSURE Water Meter Size: 2" PREVENTER TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. 0 TORO 100-2SLVC Flow Available: 120.00 gpm PRIOR TO ORDERING IRRIGATION CABINET, CONTRACIFORTO CONFIRM THAT IT IS 1/2" FEMALE -THREADED INLET. WITH CHECK VALVE. TWO-PIECE, 1" SINGLE LUG QUICK COUPLER VALVE WITH SIZED APPROPRIATELY TO ACCOMMODATE ALL EQUIPMENT, SUPPORTS, AND 130 E3 0 13 13 TORO 570ZH6P-PR-COM 12 SERIES 30 VINYL COVER. PRESSURE AVAILABLE Static Pressure at POC: 65.00 psi ALLOWS SUFFICIENT ROOM FOR MAINTENANCE ACCESS. O TO F TURF SPRAY, 6" POP-UP, WITH BUILT IN -RISER PRESSURE NIBCO T -113-K Elevation Change: 8.00 ft REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS Service Line Size: 3" 3. THE IRRIGATION PLAN IS DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE 1/2" FEMALE -THREADED INLET. WITH CHECK VALVE. HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETERAT VALVE Length of Service Line: 50.00 k COMPLETED. IRRIGATION EQUIPMENT AND PIPING MAY BE SHOWN IN PAVED AREAS LOCATION. SIZE RANGE - 1/4" - 3" Booster Pump pressure provided: 30.00 psi FOR GRAPHIC CLARITY. INSTALL ALL PIPING AND EQUIPMENT ON OWNER'S ❑ ❑ In e IF ■ O T H TT TO F TORO 570ZH6P-PR-COM 15 SERIES 30 V Pressure Available: 91.00 psi PROPERTY, WITHIN CONSTRUCTION LIMITS, AND WITHIN PLANTING AREAS UNLESS TURF SPRAY, 6" POP-UP, WITH BUILT IN -RISER PRESSURE REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. v TORO 220-26-9 2' BRASS 1", 1-1/4", 1-1/2", 2", 2-1/2", AND 3" MASTER VALVE. DESIGN ANALYSIS OTHERWISE NOTED ON PLANS. TO THE EXTENT POSSIBLE, LOCATE ELECTRIC 1/2" FEMALE -THREADED INLET. WITH CHECK VALVE. WITH DC LATCHING SOLENOID. 1"-2" HAVE IN-LINE GLOBE Maximum Multi -valve How: 47.00 gpm REMOTE CONTROL VALVE BOXES OUT OF DIRECT VIEW, YET ACCESSIBLE. BODY STYLE, AND 2-1/2" - 3" ARE ANGLE VALVE BODY STYLES. Flow Available at POC: 120.00 gpm LANDSCAPE ARCHITECT TO ACCEPT ALL SPRINKLER, VALVE, AND CONTROLLER ® 13 ❑ ❑' 8 10 12 is TORO 570ZH6P-PR-COM AD] 30 Residual Flow Available: 73.00 gpm LOCATIONS PRIOR TO INSTALLATION. TURF SPRAY, 6" POP-UP, WITH BUILT IN -RISER PRESSURE BF ZURN 975XL 1-1/2" REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. REDUCED PRESSURE BACKFLOW DEVICE Critical Station: A9 1/2" FEMALE -THREADED INLET. WITH CHECK VALVE. Design Pressure: 35.00 psi 4. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL IRRIGATION EQUIPMENT AND BF ZURN 975XL2" Friction Loss: 6.22 psi APPURTENANCES, INCLUDING ITEMS NOT SHOWN, BUT NECESSARY TOACHIEVE A @ TO ® D D TORO 570ZH6P-PR-COM 5 SERIES 30 REDUCED PRESSURE BACKFLOW DEVICE Fittings Loss: 0.62 psi COMPLETE AND OPERABLE IRRIGATION SYSTEM. T H T H TT r0 TURF SPRAY, 6" POP-UP, WITH BUILT IN -RISER PRESSURE Elevation Loss: 0.00 psi REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. ❑A TORO CDEC-SA-050 Loss through Valve: 3.15 psi S. ALL PRODUCT APPLICATIONS AND INSTALLATIONS MUST MEET MANUFACTURER'S 1/2" FEMALE -THREADED INLET. WITH CHECK VALVE. 50 -STATION 2 -WIRE DECODER CONTROLLER, WITH REMOTE CONNECTION. WALL MOUNT METAL CABINET. Pressure Req. at Critical Station: Loss for Fittings: 44.99 psi 1.95 psi REQUIREMENTS. TORO 570Z -12P -PR -COM 5 SERIES 30 Loss for Main Line: 19.49 psi O r H TT TO F SHRUB SPRAY, 12" POP-UP, WITH BUILT IN -RISER PRESSURE © TORO CDEC-SA-100 Loss for POC m Valve Elevation: 0.87 psi 6. FLOW RATES THROUGH PVC PIPING NOT TO EXCEED MANUFACTURER'S REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. 100 -STATION 2 -WIRE DECODER CONTROLLER, WITH REMOTE Loss for Backflow: 13.54 psi RECOMMENDATIONS. 1/2" FEMALE -THREADED INLET. WITH CHECK VALVE. CONNECTION. WALL MOUNT METAL CABINET. Loss for Master Valve: 2.00 psi 000000 TORO 570Z -12P -PR -COM 8 SERIES 30 ® CREATIVE SENSOR TECHNOLOGY FSI -S30-001 Loss for Water Meter: Critical Station Pressure at POC: 1.72 psi 84.56 psi 7. FULL (HEAD-TO-HEAD) COVERAGE IS REQUIRED WITHIN THE AREAS DELINEATED SHRUB SPRAY, 12" POP-UP, WITH BUILT IN -RISER PRESSURE 2", 3" WC SADDLE TYPE FLOW SENSOR, CUSTOM MOUNTING Pressure Available: 91.00 psi TO RECEIVE IRRIGATION. REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. SADDLE AND ULTRA -LIGHTWEIGHT IMPELLER ENHANCES LOW Residual Pressure Available: 6.44 psi 1/2" FEMALE -THREADED INLET. WITH CHECK VALVE. FLOW MEASUREMENT. TWO WIRE DIGITAL OUTPUT 8. IRRIGATION PLANS TAKE PRECEDENCE OVER IRRIGATION SPECIFICATIONS. ANY O O O e • COMPATIBLE WITH ALL IRRIGATION CONTROLLERS. FLOW DISCREPANCIES BETWEEN THESE TWO DOCUMENTS MUST BE BROUGHT TO THE 0 r H TT TO F TORO 570Z -12P -PR -COM 10 SERIES SHRUB SPRAY, 12" POP-UP, WITH BUILT IN -RISER PRESSURE 30 RANGE: 6-300 GPM. ATTENTION OF THE LANDSCAPE ARCHITECT PRIORTO BID OPENING. REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. ® RAIN BIRD CLP07VEASEI CRITICAL ANALYSIS 1/2" FEMALE -THREADED INLET. WITH CHECK VALVE. 7.5 HP SUCTION BOOST MODEL. UP TO 63 PSI AND 160 GPM. 9. DESIGN INTENT IS TO PROVIDE AN IRRIGATION SYSTEM THAT PROVIDES O TT TOO ® Generated: 2018-04-05 23:24 SUFFICIENT WATER TO ALL PLANTING AREAS AND LIMITS WATER FROM 0 H TT TO F TORO 570Z -12P -PR -COM 12 SERIES 30 RAIN BIRD P.O.C. NUMBER: 02 NON -IRRIGATED AREAS. KEEP IRRIGATION WATER OFF OF ALL BUILDINGS, SHRUB SPRAY, 12" POP-UP, WITH BUILT IN -RISER PRESSURE PRAY,12"POP-UP, REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. TIONCLP0BOOST 7.5 HP SUCTION BOOST MODEL. UP TO 63 PSI AND 160 GPM.. Water Source Infomution: DUCTILE IRON STUB SIDEWALKS, ROADWAYS, AND OTHER PAVED SURFACES. IT IS THE RESPONSIBILITY 1/2" FEMALE -THREADED INLET. WITH CHECK VALVE. IRRIGATION LATERAL LINE: PJC CLASS 200 SDR 21 OF THE IRRIGATION CONTRACTOR TO FIELD ADJUST AND / OR RECTIFY THESE FLOW AVAILABLE CONDITIONS AS NECESSARY TO ENSURE THAT OVERSPRAY AND RUNOFF DO NOT O O C e r♦ TORO 570Z -12P -PR -COM 15 SERIES 30 - - IRRIGATION MAINLINE: PVC CLASS 315 SDR 13.5 Water Meter Size: 2" OCCUR. 0 T H TT TO F SHRUB SPRAY, 12" POP-UP, WITH BUILT IN -RISER PRESSURE Flow Available: 120.00 gpm REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. PIPE SLEEVE: DUCTILE IRON PIPE 1/2" FEMALE -THREADED INLET. WITH CHECK VALVE. TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE UNDER PRESSURE AVAILABLE 10. IRRIGATION SUPPLY SYSTEM IS DESIGNED TO ACCOMMODATE POSSIBLE FUTURE VEHICULAR PAVEMENT. ALL OTHER SLEEVING SHALL BE PVC Static Pressure at POC: 65.00 psi EXPANSION. 00000 TORO 570Z -12P -PR -COM ADJ 30 CLASS 200. SIZE SHALL BE MIN. 2X THE DIA. OF PIPE BEING Elevation Change: 6.00 k B 1D is is n SHRUB SPRAY, 12" POP-UP, WITH BUILT IN -RISER PRESSURE SLEEVED. WIRING SHALL BE SLEEVED SEPARATELY WITHIN A Service Line Size: 3" 11. TURF AREAS MUST BE WATERED AND MAINTAINED UNTIL ESTABLISHED AND REGULATOR. ALSO INCLUDES THE ZERO FLUSH WIPER SEAL. 2" MIN. CONDUIT. EXTEND SLEEVES 12" BEYOND EDGES OF Length of Service Line: 218.00 k 1/2" FEMALE -THREADED INLET. WITH CHECK VALVE. PAVING AND CURBS. Booster Pump pressure provided: 55.00 psi APPROVED PER SPECIFICATIONS. Pressure Available: 115.00 psi ® ®9 19 m TORO570Zfi-COM-SB-PC 30 Valve Callout 12. WATER METERTO BE PROVIDED BY OTHERS. CONTRACIFORTOINS-FALLPER CITY 8D a -i 8D eD 18D 36D PRESSURE COMPENSATING SHRUB STREAM SPRAY BUBBLER ON Valve Number DESIGN ANALYSIS STANDARD. 6.0" POP-UP. WITH CHECK-O-MATIC CHECK VALVE. # # Valve Row Maximum Multi -valve Row: 100.00 gpm #" Valve Size Flow Available at POC: Residual Flow Available: 120.00 gpm 20.00 gpm 13. IRRIGATION SYSTEM TO INCLUDE BACKFLOW PREVENTER, WATER METER, RAIN SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI GPM RADIUS SENSOR, CONTROLLER, CABINETS, PIPING, VALVES, EMITTERS AND ALL OTHER Critical Station:B31 COMPONENTS NECESSARY TO INSTALL A COMPLETE SYSTEM AS REQUIRED IN THE 1.C> TORO T5 -P -CK -LA 35 0.94 25' Design Pressure: 30.00 psi PLANS AND SPECIFICATIONS. IRRIGATION BID TO INCLUDE CONTRACTOR TURF ROTOR, 5" POP-UP, LOW ANGLE NOZZLES, PLASTIC Friction Loss: 1.38 psi PROVIDED SUBMITTALS FOR REVIEW. SEE SPECIFICATIONS. RISER. ADJUSTABLE ARC PATTERNS 40-360, 25'-50' RADIUS Fittings Loss: 0.14 psi (7,6M TO 15,211). WITH CHECK VALVE. Elevation Loss: 0.00 psi Loss through Valve: 3.83 psi 14. SLEEVING LOCATIONS ARE APPROXIMATE AND INTENDED TO SHOW INTENT ONLY. 1 ®' TORO T5 -P -CK -LA 35 1.35 27' Pressure Req. at Critical Station: 35.33 psi FIELD ADJUST SLEEVE LOCATIONS AS NECESSARY. TURF ROTOR, 5" POP-UP, LOW ANGLE NOZZLES, PLASTIC Loss for Fittings: 3.97 psi RISER. ADJUSTABLE ARC PATTERNS 40-360, 25'-50' RADIUS Loss for Main Line: 39.69 psi 15. CAP THE ENDS OF ALL SLEEVES NOT CURRENTLY IN USE. (7,6M TO 15,211). WITH CHECK VALVE. Loss for POC to Valve Elevation: 6.50 psi �" may" TORO T5 -P -CK -LA 35 2.60 29' Loss for Backflow: Loss for Master Valve: 13.60 psi 6.00 psi IRRIGATION CONTROLLER NOTES: TURF ROTOR, 5" POP-UP, LOW ANGLE NOZZLES, PLASTIC Loss for Water Meter: 7.80 psi 1. IRRIGATION CONTROLLER LOCATIONS ARE DIAGRAMMATIC, FIELD LOCATE WITH RISER. ADJUSTABLE ARC PATTERNS 40-360, 25'-50' RADIUS Critical Station Pressure at POC: 112.89 psi LANDSCAPE ARCHITECT AND GENERAL CONTRACTOR. ELECTRICAL CONTRACIFORTO (7,6M TO 15,211). WITH CHECK VALVE. Pressure Available: 115.00 psi PROVIDE 120 V.A.C. TO DETERMINED LOCATION. Residual Pressure Available: 2.11 psi 2. IRRIGATION CONTROLLER AND EQUIPMENTTO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ELECTRICAL NOTES: 1. ALL 120 V.A.C. PRIMARY, AND 24 V.A.C. SECONDARY POWERTO BE INSTALLED AS PER STATE AND LOCAL CODES, WITH GROUND WIRE; MEETING N.E.C. AND M.A.C. REQUIREMENTS. 2. ALL WIRE TO BE UL APPROVED FOR (CONDUIT 2"), SIZE PER MANUFACTURER'S RECOMMENDATION. 3. ALL POWER WIRE TAPS AND CONNECTIONS TO CONFORM TO LOCAL AND STATE CODES AND TO BE PERFORMED BY A LICENSED ELECTRICIAN. 4. INSTALL VALVE WIRES IN ONE CONTINUOUS PULL FROM VALVESTO CONTROLLER, WITHOUT SPLICES. IF NECESSARY, ALL 24 V.A.C. FIELD SPLICESTO BE NOTED ON "AS -BUILT" DRAWINGS AND LOCATED IN ECONO VALVE BOXES AND MARKED. NO DATE APPR REVISION SURVEY SEW Cottage Stantee � Grove erity neer zags Highway ""i pride and Q,OSP St. Paul, MN 55113 -to-h-com IRRIGATION PLAN LEGEND & NOTES CITY OF COTTAGE GROVE, MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHEET DRAWN SMU/MAF 330 DESIGNED '°` CHECKED JDP °F APPROVED DRS 547 PROF. NO. 18038,8 a a? 0 a i PUBLIC IMPROVEMENT PRIVATE IMPROVEMENT INDIVIDUAL JOB SPECIFICATIONS. REQUIRED FOR WORK BY PRIVATE CONTRACTORS. FULL FLOW BALL VALVE (PREFERRED) 2. ANNUAL TESTING OF RPZ REQUIRED FOR APPROVAL AND PROPOSE SIZE PRIOR TO GV ACCEPTABLE) ORDERING. CABINET SHALL ENCLOSE 4. 2" DIAMETER SIZE IS STANDARD. OTHER SIZES ALLOWED ONLY BY APPROVAL OF CITY. REDUCING VALVE REQ'D m STANDARD DETAILS SSURE EXCEEDS 80 PSI Cottage w CED PRESSURE ZONE Grove PROPERTY LINEFLOW PREVENTER(RPZ) NOTE: FRONT OF BOX ALSO AVAILABLE WITH PRIVATE CONTRACTOR . FULL FLOW BALL VALVE VAR. - SEE PLAN -SEL �M ETER�VARIABLE I PLATE No. SER -13 PLAW 2"X2"X8' WIRING WOOD POST% PAVEMENT SHALL BE SCH 40 PVC I. P.T.DCONCRETE" DIAM. PIPECURB & GUTTERASS PREFERRED) MINIMUM CITYUIREMENTS4" DIAMETER DIP ROVIDE SLEEVES IF WATER SERVIC PIPES PASS THROUGH CONCRETE SLAB w O 1"-1.5" DIAM. TYPE K COPPER WATER SERVICE c}ii 4" DIP PLUGTAPPE z W/ 1" - 1.5" PLACE 1"-2" CURB a WATER CORPORATION STOP STOP AND BOX ID Y PLACE FULL SIZE 4" TEE CONCRETE BLOCK of CONNECT TO 2" NOTES: CORPORATION STOP 1. CITY WATER SERVICE & PLUMBING PERMITS INDIVIDUAL JOB SPECIFICATIONS. REQUIRED FOR WORK BY PRIVATE CONTRACTORS. CONTRACTOR TO SUBMIT SHOP DRAWING 2. ANNUAL TESTING OF RPZ REQUIRED FOR APPROVAL AND PROPOSE SIZE PRIOR TO 3. REQUIRED EQUIPMENT MUST BE ENCLOSED AND SUPPORTED. ORDERING. CABINET SHALL ENCLOSE 4. 2" DIAMETER SIZE IS STANDARD. OTHER SIZES ALLOWED ONLY BY APPROVAL OF CITY. 5. SLEEVES FOR PIPES IN CONCRETE SLABS SHALL BE 4" DIAMETER PVC OR SIMILAR. m STANDARD DETAILS LAT REV SIM: Cottage w FEBRUARY Grove IRRIGATION SERVICE BY zo16 NOTE: FRONT OF BOX ALSO AVAILABLE WITH PRIVATE CONTRACTOR VENTED PANELS Meq 10 Pride end COTTAGE COTTAGE GROVE, MINNESOTA PLATE No. SER -13 46SER13.DWG I RRIGAI (SIZED AS F 2" SCH 40 PVC BELL END (WIRE SLEEVE) SLEEVE MARKER (SCRAP PVC PAINTED BLUE) PAST CURBLINE 12"y NOTE: ENCLOSURES ARE MANUFACTURED TO H =IIIIII H H �' INDIVIDUAL JOB SPECIFICATIONS. FRONT VIEW CONTRACTOR TO SUBMIT SHOP DRAWING VENT/DRY-OUT ADJUSTMENT FOR APPROVAL AND PROPOSE SIZE PRIOR TO CAP NOTE: ENDS ORDERING. CABINET SHALL ENCLOSE 1=31 BACKFLOW PREVENTION DEVICE, METER AND m IRRIGATION CONTROLLER. O VIEW w PEAKED ROO END HASP & STAPLE DIP PIPE SLEEVE I_ A I NOTE: FRONT OF BOX ALSO AVAILABLE WITH FULL FACE. VENTED PANELS REAR VIEW EACH END T HASP & NOTE: GAS SHOCKS TO SUPPORT LID. NOTES: 1. BOLT TOGETHER BOX CONSTRUCTION. 2. APPROVED MANUFACTURER POVOLNY SPECIALTIES OR APPROVED EQUAL. BUILT TO SPECIFICATIONS Cottage STANDARD DETAILS ATREv1s1oN: Grove IRRIGATION CABINET JAN zo14 ® Stantec PLA ENO. COTTAGE GROVE, MINNESOTA SER -16 49SER16.1)WG 1. NON -PRESSURIZED IRRIGATION LATERAL 2. DIRECT BURIAL LOW VOLTAGE CONTROL WIRES: TAPE AND BUNDLE WIRING AT 10'-0" INTERVALS. COMMON TRENCHING OF IRRIGATION PIPE AND REMOTE CONTROL VALVE WIRING TO BE DONE WHERE EVER POSSIBLE. 3. PRESSURIZED MAIN LINE: ALL MAIN LINE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MAINTAIN MIN. 4" SPACE BETWEEN PARALLEL PIPE LINES AND 6" VERTICAL SPACE BETWEEN MAIN LINE AND LATERAL LINES. WIRING AND MAIN LINE TO BE AT SAME MIN. DEPTH. 4. ALL PVC PIPE TO BE SNAKED IN TRENCHED AS SHOWN 5. BACKFILL PER SPECIFICATIONS 6. ALL PIPING UNDER PAVING SHALL BE SLEEVED ° I SAX BACKFLOW PREVENTER W/ ISOLATION VALVES ISOLATION VALVE-\ PAINTED STEEL ENCLOSURE. VERIFY COLOR - WITH OWNER'S REPRESENTATIVE. ENCLOSURE SHALL COMPLY WITH THE MINIMUM DIMENSIONS SHOWN ON COMMERCIAL METER BYPASS DETAIL SHEET C9.05. QUICK COUPLER BLOW OUT POINT 90' I.P.T. BEND 12" MIN. AIR GENERAL NOTES: 1. MOUNT CONTROLLER TO INSIDE OF CABINET. PROVIDE METAL ANGLE BRACKETS FOR MOUNTING CONTROLLER FOR EASE OF PROGRAMMING & ADJUSTMENTS. PROVIDE PVC CONTROL WIRE CONDUITAT CONCRETE PAD. 2. CONTRACTOR TO FIELD VERIFY EXACT LOCATION AND SLAB ELEVATION OF CONNECTION POINT WITH OWNER'S REPRESENTATIVE. 3. ALL WATER LINES THAT WILL REMAIN PERMANENTLY CHARGED WITH WATER (NOT WINTERIZED) SHALL BE 8' MINIMUM DEPTH BELOW GRADE. 1 POINT OF CONNECTION DETAIL SCALE: N.T.S. MASTER CONTROL VALVE AS SPECIFII WATERPROOF WIF CONNECTORS, ON 30" LOOPED WIRE' SCH 80 NIPPLES, - VALVE INLET SIZE. METER LANGE FITTINGS (TYP) QUID FILLED PRESSURE GAUGE (TYP) " X 1" TEE ;OLATION VALVE ONCRETE PAD 6" MINIMUM THICKNESS -ATO WATER MAIN THRUST BLOCKS (TYP) 10X15 RECTANGULAR BOXES WITH 6' EXTENSIONS AS INDICATED D H =IIIIII H H �' z z \� VENT/DRY-OUT ADJUSTMENT TRENCH (BACKFILLEDAND CAP NOTE: ENDS z > ¢a 5. a COMPACTED) 1. MARK ALL SLEEVES AT BOTH ENDS WITH g w MAIN SUPPLY, MAIN SUPPLY PVC LATERAL DIP PIPE SLEEVE VERTICAL SCRAP PVC PAINTED BLUE z o LATERAL AND AND WIRING (SIZE PER PLAN) 2. SLEEVES UNDER NON -VEHICULAR WIRING PAVEMENT SHALL BE SCH 40 PVC SECTION BACKFLOW PREVENTER W/ ISOLATION VALVES ISOLATION VALVE-\ PAINTED STEEL ENCLOSURE. VERIFY COLOR - WITH OWNER'S REPRESENTATIVE. ENCLOSURE SHALL COMPLY WITH THE MINIMUM DIMENSIONS SHOWN ON COMMERCIAL METER BYPASS DETAIL SHEET C9.05. QUICK COUPLER BLOW OUT POINT 90' I.P.T. BEND 12" MIN. AIR GENERAL NOTES: 1. MOUNT CONTROLLER TO INSIDE OF CABINET. PROVIDE METAL ANGLE BRACKETS FOR MOUNTING CONTROLLER FOR EASE OF PROGRAMMING & ADJUSTMENTS. PROVIDE PVC CONTROL WIRE CONDUITAT CONCRETE PAD. 2. CONTRACTOR TO FIELD VERIFY EXACT LOCATION AND SLAB ELEVATION OF CONNECTION POINT WITH OWNER'S REPRESENTATIVE. 3. ALL WATER LINES THAT WILL REMAIN PERMANENTLY CHARGED WITH WATER (NOT WINTERIZED) SHALL BE 8' MINIMUM DEPTH BELOW GRADE. 1 POINT OF CONNECTION DETAIL SCALE: N.T.S. MASTER CONTROL VALVE AS SPECIFII WATERPROOF WIF CONNECTORS, ON 30" LOOPED WIRE' SCH 80 NIPPLES, - VALVE INLET SIZE. METER LANGE FITTINGS (TYP) QUID FILLED PRESSURE GAUGE (TYP) " X 1" TEE ;OLATION VALVE ONCRETE PAD 6" MINIMUM THICKNESS -ATO WATER MAIN THRUST BLOCKS (TYP) 10X15 RECTANGULAR BOXES WITH 6' EXTENSIONS AS INDICATED D RAIN SENSOR, REFER TO PLAN FOR 1 111 111 111 I 1 777 SCH 2. VENT/DRY-OUT ADJUSTMENT 3. FINISHED GRADE DOLE 80 NIPPLES, VALVE INLETSIZE. FLOW SENSOR AS SPECIFIED. - WATERPROOF WIRE CONNECTORS ON 18" LOOPED WIRES. - CABLE TO CONTROLLER SENSOR TERMINAL BOARD, AS MFG. RECOMMEND REDUCER AS REQUIRE . PVC MAIN LINE TO BACKFLOW DEVICE. AT BOTTOM OF EACH BOX: 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP FIVE PIPE TEN PIPE DIAMETERS SIDES, OVER 6X2X16 CONC. BLOCK DIAMETERS CAPS, ONE EACH SIDE (TWO PER BOX). NO VALVES, REDUCERS, ELBOWS IN THIS AREA.. 2 MASTER VALVE/ FLOW SENSOR ASSEMBLY SCALE: N.T.S. NOTES: 1. SEE IRRIGATION LEGEND FOR PIPE SIZES AND TYPE 2. DIRECT BURIAL CONTROL WIRE SHALL BE INSTALLED IN SHC. 40 PVC ELECTRICAL CONDUIT IF REQUIRED 3. DETECTABLE LOCATOR TAPE SHALL BE LOCATED SIX INCHES (6") ABOVETHE ENTIRE MAINLINE RUN 4. MAINLINE SHALL BE 24" MIN. FROM WALKS, WALLS, PAVING, ETC. PLAN a 0 C] C1 C2 R =L V _G N Cl CONDUIT C2 CONDUIT G GROUND WIRE (SEE ELECTRICAL) L POWER SUPPLY WIRES (SEE ELECTRICAL N COMMON NEUTRAL WIRE R RAIN SENSORWIRES V 2 -WI RE JACKETED CONTROL WIRES: SPARE JACKETED WIRE TO MAIN LINE STUBS 1. CONTROLLER, SEE IRRIGATION LEGEND. NOTES: 1. INSTALL CONTROLLER PEDESTAL PER MANUFACTURER'S RECOMMENDATIONS. 2. COORDINATE W/ ELECTRICAL CONTRACTOR FOR POWER HOOK UP. 3. INSTALLATION SHALL MEET ALL LOCAL CODES. 4. INCLUDE BATTERY AND LOCK. 5. SEE SPECIFICATIONS FOR MORE INFORMATION. 3 SLEEVING - VEHICULAR PAVEMENT 4 TRENCHING 5 EXTERIOR CONTROLLER 6 RAIN SENSOR SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1. RAIN SENSOR, REFER TO PLAN FOR SENSOR LOCATION 2. VENT/DRY-OUT ADJUSTMENT 3. RAINFALL ADJUSTMENT 4. CONDUIT ADAPTER 5. 1/2" PVC WIRE CONDUIT; SEE NOTE 3 JTES: ALL ELECTRICAL WORK MUST CONFORM TO LOCAL CODES. REFER TO PRODUCT LITERATURE FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. MOUNT RAIN SENSOR TO LIGHT POLE, COORDINATE INSTALLATION WITH ELECTRICAL. 3. FOR CONDUIT AND WIRING, SEE ELECTRICAL. NO DATE I APPR REVISION SURVEY AWN NEW CITY OF COTTAGE GROVE MN �"L� DRAWN SMU/MAF / Cottage Stantec 331 DESIGNED '°` � Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED LDP DETAILS ericy Meet zags Highway SAP 180-121-001, SAP 180-123-001 o` APPROVED Des ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 198038,8 stanza .� m SAP 180-110-013, SAP 180-020-013 547 1 ISOLATION VALVE SCALE: N.T.S. 1. 10" ROUND PLASTIC VALVE BOX AND LOCKING COVER W/ BOX EXTENSIONS AS REQUIRED. REFERTO SPECS. HEAT BRAND'GV ON LID 2. ISOLATION VALVE, SEE IRRIGATION LEGEND FOR MANUFACTURER AND MODEL 3. FINISH GRADE BEFORE PLANTING 4. COMMON BRICK SUPPORTS (4) S. 10" PVC SLEEVE 6. SCH. 80 PVC FLANGES, TYP. 2 PLACES 7. KEEP FINISH GRADE BELOW VALVE BOX LID: 1/2" SEED 1Y," SOD 2" IN PLANTER BED NOTES: 1. INSTALL GATE VALVES A MIN. OF 24" FROM STRUCTURES OR HARDSCAPING 2. INSTALL GATE VALVES IN PLANTING BEDS WHEREVER POSSIBLE 3. INSTALL VALVE BOX SO THAT TOP OF VALVE BOX IS FLUSH W/ ADJACENT HARDSCAPING 4. REFER TO SPECS. AND PLAN SHEETS FOR MORE INFORMATION 9 PLAN Io DSCALE: ISOLATION VALVE N.T.S. 1. 10" DIAMETER CIRCULARVALVE BOX 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. STEP 1 3. 12" x 18" RECTANGULAR VALVE BOX 4 4. 20" x 30" RECTANGULAR VALVE BOX EQ. EQ. NOTES: N 1. CENTER VALVE BOX OVER VALVE TO STEP 2 FACILITATE SERVICING VALVEOF 3 2. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN MULCH COVER OR GROUNDCOVER/SHRUB AREAS SET 1 1/2" ABOVE FINISH GRADE IN STEP 3 TURF f3 SET 1/2" ABOVE FINISH GRADE IN SEEDED LOCKING SEEDED AREAS EAS FINGERS 3. SET VALVE BOX AND VALVE ASSEMBLY N INGROUNDCOVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN TURF ONLY IF STEP 4 3 3 THERE IS NO ADJACENT GROUNDCOVER 4. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULARTO TUBE COVER N EDGE LMEW S. AVOID HEAVY COMPACTION EVENTAROUND VALVE BOXES TO PREVENTTHEIR DEFORMATION/COLLAPSE STEPPL2 S VALVE BOX LAYOUT 6 WIRE CONNECTOR SCALE: N.T.S. SCALE: N.T.S. 1. 10" ROUND PLASTIC VALVE BOX W/ LOCK BOLT & Q.C. HEAT BRANDED ON COVER. REFER TO SPECS. 2. FINISH GRADE BELOW VALVE BOX LID: 1/2" SEED 1'/z" SOD 2" IN PLANTER BED 3. QUICK COUPLING VALVE AS SPECIFIED 4. PEA GRAVEL: 6" DEEP BELOW QUICK COUPLING VALVE S. COMMON BRICK SUPPORTS (2) 6. 3/4" SCH. 80 PVC NIPPLE. 7. 3/4" SCH. 80 PVC 6" LONG NIPPLE 8. PVC MAIN LINE 9. 3/4" X 3" SCH. 80 NIPPLE 10. 3/4" SCH. 80 PVC 90° ELL 11. 2"X2"Xl/40" ANGLE IRON (36" LONG) W/ STAINLESS STEEL SCREW CLAMPS MIN. (3) PLACES NOTE: 1. USE TEFLON TAPE ON ALL THREADED CONNECTIONS STRIP BOTH WIRES. TWIST STRAND AROUND RIGID STRAND OVER HALF THE LENGTH OF STRIPPED WIRES. FOLD THE OTHER HALF OFTHE RIGID STRAND OVERTWISTED STRAND AS SHOWN. INSERT THE TWISTED SPLICE INTO THE "Y" ELECTRICAL SPRING CONNECTION AND TWIST OVER WIRE STRANDS IN ACLOCKWISE DIRECTION. INSERT THE CONNECTOR INTO THE GEL -FILLED DIRECT BURY SPLICE KIT. PUSH PAST THE LOCKING FINGERSTO SECURE CONNECTOR INSIDE TUBE. POSITION ALL THE WIRES THROUGH THE DEDICATED INSULATOR CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. 3 REMOTE CONTOL VALVE SCALE: N.T.S. 1. PLASTIC VALVE BOX W/ LOCK BOLT & VALVE NUMBER HEAT BRANDED ON COVER 2. FINISH GRADE BELOW VALVE BOX LID: 1/2" SEED 1Y," SOD 2" IN PLANTER BED 3. UL LISTED WATERPROOF CONNECTORS 4. COILS: LEAVE EXCESS 2'-0" COILS IN EACH VALVE BOX. WRAP WIRE AROUND 1/2" PIPE 15 TIMES TO CREATE COI LS S. 3" LAYER OF PEA GRAVEL 6. CONTROL WIRE FROM CONTROLLER 7. COMMON WIRES 8. SCHEDULE 80 PVC 9. PVC MAIN LINE W/ PVCTEE 10. PVC UNION 11. PVC LATERAL TO SPRINKLER HEADS 12. COMMON BRICK SUPPORTS (4) NOTE: 1. ALL WIRE TO BE INSTALLED AS PER LOCAL CODE BEARING NOTES: SURFACE 1-1/2" 1. THRUST BLOCK SIZE SHALL 0.34 FEET " 2" 0.69 FEET " BE SPECIFIED AS SHOW IN 0.53 FEET " 2-1/2" 1.00 FEET " TABLE BELOW 0.77 FEET " 3" 2. CONTROL WIRES SHALL NOT 1.14 FEET ' 4" 2.43 FEET ' BE ENCASED IN CONCRETE 1.87 FEET ' V 3. ALL FITTINGS SHALL BE �TTF�ii TTF� 8" WRAPPED WITH 12.83 FEET ' 6.96 FEET " 10" POLYETHYLENE TO PREVENT 21.07 FEET '11.44 FEET " CONCRETE FROM ADHERING _ = TO PIPE FITTINGSORBOLTS 4. JOINTS AND BOLTS SHALL L BE ACCESSIBLE FOR REPAIRS S. THRUST BLOCKS SHALL BEA MINIMUM OF 6" THICK 6. ONE 80 LBS. SACK OF CONCRETE SHALL COVER .6 Ff3 BEARING SURFACE EXISTING OR MODIFIED SOIL. SEE SPECIFICATIONS MINIMUM BEARING SURFACE AREA FOR MODIFIED SOIL. 7 SCALE: N.T.S. PIPE SIZE TEE AND PLUG 90' BEND THRUST BLOCK s 2" 5 5 s s SECTION s 04 POP-UP SPRAY SCALE: N.T.S. 1. FINISH GRADE 2. NOZZLE 3. CURB, WALK, HEADER OR WALL 4. POP-UP SPRAY BODY PER IRRIGATION PLAN. SET HEAD FLUSH WITH FINISH GRADE S. PVC LATERAL LINE 6. LATERAL TEE OR ELL 7. PREFABRICATED SWING JOINT NOTES: 1. LOCATE HEAD 2" FROM WALKS, CURBS, PAVING, MOWS-FRIPS OR HEADER 2. USE TEFLON TAPE ON ALL MALE THREADS (EXCEPT MARLEX FITTINGS) NO I DATE I APPR REVISION SURVEY PEN/ CITY OF COTTAGE GROVE MN a"�a DRAWN SMU/MAF Cottage Stantec 332 DESIGNED '°° Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP DETAILS ericy Neel ags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRs here pride andptosP St. Paul, MN 55113 PROF. NO 19'38038]8 �staatNc.°om SAP 180-110-013, SAP 180-020-013 547 45' BEND 1-1/2" 0.45 FEET " 0.63 FEET " 0.34 FEET " 2" 0.69 FEET " 0.97 FEET " 0.53 FEET " 2-1/2" 1.00 FEET " 1.41 FEET ' 0.77 FEET " 3" 1.48 FEET " 2.10 FEET " 1.14 FEET ' 4" 2.43 FEET ' 3.45 FEET " 1.87 FEET ' V 5.25 FEET 2 7.41 FEET " 4.02 FEET " 8" 9.08 FEET " 12.83 FEET ' 6.96 FEET " 10" 14.93 FEET ' 21.07 FEET '11.44 FEET " 7 SCALE: N.T.S. PIPE SIZE TEE AND PLUG 90' BEND THRUST BLOCK s 2" 5 5 s s SECTION s 04 POP-UP SPRAY SCALE: N.T.S. 1. FINISH GRADE 2. NOZZLE 3. CURB, WALK, HEADER OR WALL 4. POP-UP SPRAY BODY PER IRRIGATION PLAN. SET HEAD FLUSH WITH FINISH GRADE S. PVC LATERAL LINE 6. LATERAL TEE OR ELL 7. PREFABRICATED SWING JOINT NOTES: 1. LOCATE HEAD 2" FROM WALKS, CURBS, PAVING, MOWS-FRIPS OR HEADER 2. USE TEFLON TAPE ON ALL MALE THREADS (EXCEPT MARLEX FITTINGS) NO I DATE I APPR REVISION SURVEY PEN/ CITY OF COTTAGE GROVE MN a"�a DRAWN SMU/MAF Cottage Stantec 332 DESIGNED '°° Grove IRRIGATION PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP DETAILS ericy Neel ags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRs here pride andptosP St. Paul, MN 55113 PROF. NO 19'38038]8 �staatNc.°om SAP 180-110-013, SAP 180-020-013 547 oQ RFE oo0a a�= aAa= < 0 III � I II III I I I I SIGN LIGHT. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE I \ lu jjj I I j TO SIGN AND PROVIDE FINAL CONNECTIONS. n ul I I I III III I � I III IN II III OHH nl ul — Ill —INP. W _ _ — — — — W— — — — /Do — — — — — — �. gl---------------L---------------------------------------- — — ------------------------------------------------------------------------ III ql VVI I 1 Illgl��I —— — —— ——---i----------------------------------------------------------------------------------------------------------------------- �— 1 III III N 1 1 J-Oj 7-Oj 7-Oj V D- 7-Oj _ 7-Oj 7-Oj D-Oj 7-Oj J-Oj J-Oj J-Oj J-Oj 7-Oj D -cd D -10A 3-0j 3-0j 3 -cm D-Oj 7-0j 3-0j 3-0j 0-0j 0-0j 0-W a.Oj 3-N ?Oj — IJ: -n l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -"�- BEGIN SAP 180-123-001 - - - - - __ _ _ _ _ _ _ _ _ _ _ _ _ - _- - P18 65TH -EB i "��'s STA. 100+68.07 O A n n 65TH ST A O 99 100lyz104 106 i 65TH - EB ^ I n A I---- --�. A '" J# ^ c Pi AW I_ P2 P3 0HU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU — OHU OHU OHU OHU OHU OHU OHU ^ — INP. R/W — l� Na II / �0 o U I z III I LEGEND NOTES: = II I I I pl 14 FT LIGHT POLE 1. SEE SHEET 327 AND 328 FOR LIGHTING «tea I WITH 2 LED FIXTURES UNIT DETAILS. 0 25' 50' I I 2. FINAL HANDHOLE AND LIGHTING UNIT SERVICE CABINET PLACEMENT SHALL BE DETERMINED IN THE • UTILITY TRANSFORMER FIELD. D HH HANDHOLE 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER 1.5" CONDUIT WITH 3 #6 ONE CALL EXCAVATION NOTICE SYSTEM _ X ----- WIRE AND 1 #6 GROUND FOR ALL UTILITY LOCATION. NOTETHAT / UNLESS OTHERWISE NOTED NOT ALL PUBLIC AND PRIVATE UTILITIES - - c — 1.5" EMPTY CAP CONDUIT ARE SHOWN ON THE LIGHTING PLANS. 1 1 $ I I\ O I a 4" NON-METALLIC CONDUIT � CITY DETAIL STR-34 �— I L- — — — — — — INP. R/W — — I i o PROP. R/W — ----------------------------- --- I I I I Fo- I I — 1 O Q DEW P17 P16 A �� m J-Oj 0-Oj _=0C FO{ FAS — Q- OL FQS \ ����� o C—GCS i Lf) 00 + 12 313 1 314 + O h ,moi 107 108 109 110 111 65TH ST 112 113 1 114 i A 65TH - EB 1 l 1 -----�q,i„s-----------tea =_-�-----------��----- c, O ��--«tea- ��------------------------------- '� P6 r- ` - - - - - - - - - - - - - P4 i E -C � - � �y. HU � OHU HU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU JU OHU OHU OHU PS.0 OHU--.-Fp L1k1L1-- EE D 0HU — OHU OFITI y 0 9 Hu ----__ 1 Z -- o — — — — — — — — — INP. � — — — — — — — — — — — — — — o — E IE] — — — FY I IRRIGATION N w I� 4" NON-METALLIC CONDUIT I a I o BOOSTER PUMP CONTROLLER CITY DETAIL STR-34 I h II IRRIGATION 12 II I ISI I BOOSTER PUMP 0 25' 50' NO DATE I A°PR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN H3 Cottage ® Stantee ' 333 °°�°"°° MTF � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED S/TF 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED MTF ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 193803878 SAP SAP 180-110-013, SAP 180-020-013 547 0 Lf1C — FO -C FPC FPC FPC — FPC FPC FPC FPC FPC — FPC — FO -C — 315 65TH - WB 316 3 .,�OHU OHU — OHU — — — _ _ PROP. R/W — FPC FPC — FPC — ECK — FPC FPC 9 65TH - EB 65TH ST OHU — OHU OHU OHU OHU OHU c 0% FO -C FO -C FO -C FO -C — FO -C — OHU — "HU — -- \ P8 dip — — — — — ——INP.R/W— — — — 0/& — — N (k 25' 50' 11 i i III 4" NON-METALLIC CONDUIT i °\ CITY DETAIL STR-34 — i v _____— - ___ ----------------------- ---------------- L________ -------- J L ------------------- — — — — PROP. R/W — — — — �— — — — _ 1 P11 P12— — — — — — — — — — — — — — — — — — — — — — — — _ N 1 1 65TH - W131 1 1 1 323 — ► 1 324 325 , 1 i—ice 1�0-c -C EO -C �0-C 1 1 1 1 1 1 1 123 1 I 1 � 1 65TH - EB 65TH ST 1 1 TEIE 1 I l 1jj OHP P I P9 , _ _ _ _ _ OHU OHU OFA ,______—___—� ` 1, 1 -----------------1-1----- 326 N Ll T SERVICE CABINET J UTILITY POWER POLE WITH TRANSFORMER 0 25' 50' •_ �= HH — — — — III _ v > III r 4' NON-METALLIC CONDUIT III I Z III I CITY DETAILS -FR -34 III � o III III III — INP. R/W — — — — LEGEND NOTES: �iG1iL Pi 14 FT LIGHT POLE 1. SEE SHEET 327 AND 328 FOR LIGHTING 7�C7� WITH 2 LED FIXTURES UNIT DETAILS. 1 2. FINAL HANDHOLE AND LIGHTING UNIT SERVICE CABINET PLACEMENT SHALL BE DETERMINED IN THE • UTILITY TRANSFORMER FIELD. 0 HHHANDHOLE 1 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER 1.5" CONDUIT WITH 3 #6 ONE CALL EXCAVATION NOTICE SYSTEM ----- WIRE AND 1 #6 GROUND FOR ALL UTILITY LOCATION. NOTETHAT UNLESS OTHERWISE NOTED NOT ALL PUBLIC AND PRIVATE UTILITIES —c— 1.5" EMPTY CAP CONDUIT ARE SHOWN ON THE LIGHTING PLANS. 326 N Ll T SERVICE CABINET J UTILITY POWER POLE WITH TRANSFORMER 0 25' 50' •_ �= HH — — — — III _ v > III r 4' NON-METALLIC CONDUIT III I Z III I CITY DETAILS -FR -34 III � o III III III — INP. R/W — — — — — 1 1 1 1 127 1 1 10 OHU OHU OHU— OHU OHU 1 o ---- 4' 4' NON-METALLIC CONDUIT CITY DETAIL S -FR -34 Ln 00 N rH NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� °�W" H3 � Cottage ® Stantee ' 334 DESIGNED MTF � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED S/TF 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED MTF ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 1 1 1 1 1 1 1 1 327 1 — 1 1 1 1 127 1 1 10 OHU OHU OHU— OHU OHU 1 o ---- 4' 4' NON-METALLIC CONDUIT CITY DETAIL S -FR -34 Ln 00 N rH NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� °�W" H3 � Cottage ® Stantee ' 334 DESIGNED MTF � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED S/TF 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED MTF ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 0 0 0 25' 50' 50' BEGIN SAP 180-121-001 RAVINE - EB STA. 170+32.69 4' NON-METALLIC CONDUIT CITY DETAIL STR-34 > P61 1 >H�> 1 1 RAVINE - WB 1 XEE 71 V' 1 RAVINE - EB RAVINE PKWY '~ 1 PROP. R/W PROP. R/W _ > > > RAVINE - WB -�75 RAVINE PKWY RAVINE - EB 1" — PROP. R/W — NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN "�� °�W" H3 Cottage ® Stantee ' 335 DESIGNED MTF � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED S/TF RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED MTF ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 staatl.�m SAP 180-110-013, SAP 180-020-013 547 LEGEND NOTES: P1 14 FT LIGHT POLE 1. SEE SHEET 327 AND 328 FOR LIGHTING WITH 2 LED FIXTURES UNIT DETAILS. 2. FINAL HANDHOLE AND LIGHTING UNIT SERVICE CABINET PLACEMENT SHALL BE DETERMINED IN THE • UTILITY TRANSFORMER FIELD. D HH HANDHOLE 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER 1.5" CONDUIT WITH 3 #6 ONE CALL EXCAVATION NOTICE SYSTEM ----- WIRE AND 1 #6 GROUND FOR ALL UTILITY LOCATION. NOTETHAT UNLESS OTHERWISE NOTED NOT ALL PUBLIC AND PRIVATE UTILITIES — c — 1.5" EMPTY CAP CONDUIT ARE SHOWN ON THE LIGHTING PLANS. NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN "�� °�W" H3 Cottage ® Stantee ' 335 DESIGNED MTF � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED S/TF RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED MTF ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 staatl.�m SAP 180-110-013, SAP 180-020-013 547 aAa= waw o PROP. R/W — — - P58 RAVINE - WB eon �� J N ON + O � RAVINE PKWY RAVINE EB 180 — *727' P23 PROP. R/W 2� LEGEND NOTES: �iL1iL Pi 14 FT LIGHT POLE 1. SEE SHEET 327 AND 328 FOR LIGHTING 7�CJ� WITH 2 LED FIXTURES UNIT DETAILS. 0 25' S0' 2. FINAL HANDHOLE AND LIGHTING UNIT SERVICE CABINET PLACEMENT SHALL BE DETERMINED IN THE • UTILITY TRANSFORMER FIELD. 0 HHHANDHOLE 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER 1.5" CONDUIT WITH 3 #6 ONE CALL EXCAVATION NOTICE SYSTEM – – – – WIRE AND 1 #6 GROUND FOR ALL UTILITY LOCATION. NOTE THAT UNLESS OTHERWISE NOTED NOT ALL PUBLIC AND PRIVATE UTILITIES —c— 1.5" EMPTY CAP CONDUIT ARE SHOWN ON THE LIGHTING PLANS. PROP. R/W \ — _ �\ P5), 1 _>_>—>—P56 �� ------- ----- 1 3S5 1 1 RAVINE - WB — 1 1 1 Ar � 1 1 RAVINE - EB •\\� 1 RAVINE PKWY ---------------------- 1 0 1 ti — —PROP. R/W Y � 4" NON-METALLIC CONDUIT CITY DETAI L 5TR-34 0 25' 50' NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� °�W" H3 Cottage ® Stantee ' 336 DESIGNED MTF � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED S/TF RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED MTF ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 O 0 haw oop s2t oozo a� 0300 m55 o=F.a hQ�Q a a Aao waw o 0 N (k 25' 0 25' 50' JtKVll.t l.HC11Vtl • UTILITY TRANSFORMER D HH 3 HANDHOLE 1.5" CONDUIT WITH 3 #6 WIRE AND 1 #6 GROUND UNLESS OTHERWISE NOTED - c — 1.5" EMPTY CAP CONDUIT PLACEMENT SHALL BE DETERMINED IN THE FIELD. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER ONE CALL EXCAVATION NOTICE SYSTEM FOR ALL UTILITY LOCATION. NOTETHAT NOT ALL PUBLIC AND PRIVATE UTILITIES ARE SHOWN ON THE LIGHTING PLANS. RAVINE - EB 19b RAVINE PKWY ------------------------------------------------------- ai(iiE_________________ P28 ' Pz9 ♦ IRRIGATION BOOSTER PUMP IRRIGATION BOOSTER PUMP CONTROLLER INP. R/W I� NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN "�� °�W" H3 Cottage ® Stantee ' 337 DESIGNED MTF � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED S/TF RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED MTF ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 O 0 At set ao=', a2 m55 o=F.a hQ�Q a aAa= waw o N (k 0 25 50' LEGEND NOTES: P1 14 FT LIGHT POLE 1. SEE SHEET 327 AND 328 FOR LIGHTING WITH 2 LED FIXTURES UNIT DETAILS. SERVICE CABINET 2. FINAL HANDHOLE AND LIGHTING UNIT PLACEMENT SHALL BE DETERMINED IN THE • UTILITY TRANSFORMER FIELD. D HH HANDHOLE 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER \v 1.5" CONDUIT WITH 3 #6 ONE CALL EXCAVATION NOTICE SYSTEM WIRE AND 1 #6 GROUND FOR ALL UTILITY LOCATION. NOTE THAT �♦ UNLESS OTHERWISE NOTED NOT ALL PUBLIC AND PRIVATE UTILITIES R9Vj ��♦ — c— 1.5" EMPTY CAP CONDUIT ARE SHOWN ON THE LIGHTING PLANS. v I0 25' 50' U I I c U I� V I I o S U C � V I I U V O C 7< I + V U Z�5 210 ry c U RAVINE PKWY RAVINE - EB P33 I v � v P32 I I c v I � PROP. R/W I — o — c c v IU I v o NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN a"ra °�W" H3 cottage ® Stantee ' 338 DESIGNED MTF � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED S/TF RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED MTF ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 —taut—c— SAP 180-110-013, SAP 180-020-013 547 �O N Q all k 10, p31 i RAVINE - EB RAVINE PKWY _ P30 4" NON-METALLIC CONDUIT CITY DETAIL STR-34 LEGEND NOTES: P1 14 FT LIGHT POLE 1. SEE SHEET 327 AND 328 FOR LIGHTING WITH 2 LED FIXTURES UNIT DETAILS. SERVICE CABINET 2. FINAL HANDHOLE AND LIGHTING UNIT PLACEMENT SHALL BE DETERMINED IN THE • UTILITY TRANSFORMER FIELD. D HH HANDHOLE 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER \v 1.5" CONDUIT WITH 3 #6 ONE CALL EXCAVATION NOTICE SYSTEM WIRE AND 1 #6 GROUND FOR ALL UTILITY LOCATION. NOTE THAT �♦ UNLESS OTHERWISE NOTED NOT ALL PUBLIC AND PRIVATE UTILITIES R9Vj ��♦ — c— 1.5" EMPTY CAP CONDUIT ARE SHOWN ON THE LIGHTING PLANS. v I0 25' 50' U I I c U I� V I I o S U C � V I I U V O C 7< I + V U Z�5 210 ry c U RAVINE PKWY RAVINE - EB P33 I v � v P32 I I c v I � PROP. R/W I — o — c c v IU I v o NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN a"ra °�W" H3 cottage ® Stantee ' 338 DESIGNED MTF � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED S/TF RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED MTF ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 —taut—c— SAP 180-110-013, SAP 180-020-013 547 m55 o=F.a hQ�Q a a Aa? waw _opo Y (k P47 0 25 50'410 P46 ► ► ♦ ► \ "Rop R ► ♦ ♦ \ RAVINE - WB ♦♦♦♦♦_ � N RAVINE - EB RAVINE PKWY --–---------- P•------------------- --- � PROP. R/W _ ♦ i TRANSMISSION I EASEMENT I I a — I PROP. R/W I I I o I o I P45 RAVINE PKWY --------��---fi---------------7---------------------------- I-------------------- --- to 0 N 6� _� a 0 o 0 25' 50' RAVINE - WB RAVINE - EB 4" NON-METALLIC CONDUIT CITY DETAIL STR-34 / TRANSMISSION / EASEMENT 0 � a O I LEGEND NOTES: P1 I 415 1. SEE SHEET 327 AND 328 FOR LIGHTING WITH 2 LED FIXTURES UNIT DETAILS. I I I Ln ry • 0 FIELD. D HHHANDHOLE L 3. IT SHALL BE THE CONTRACTORS I 1.5" CONDUIT WITH 3 #6 ONE CALL EXCAVATION NOTICE SYSTEM – – – – WIRE AND 1 #6 GROUND FOR ALL UTILITY LOCATION. NOTE THAT UNLESS OTHERWISE NOTED ry —c— 1.5" EMPTY CAP CONDUIT I o a I o I RAVINE PKWY --------��---fi---------------7---------------------------- I-------------------- --- to 0 N 6� _� a 0 o 0 25' 50' RAVINE - WB RAVINE - EB 4" NON-METALLIC CONDUIT CITY DETAIL STR-34 / TRANSMISSION / EASEMENT I — M 0 I I 220 420 --------------------------------------------- – – – – – – – – – – – – – – – – – – – – – – – – – ---------- - ---- -- -------------------- N W a 4" NON-METALLIC CONDUIT o CITY DETAIL STR-34 TRANSMISSION EASEMENT NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� °�W" H3 Cottage ® Stantee ' 339 DESIGNED MTF � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED S/TF RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED MTF ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 LEGEND NOTES: P1 14 FT LIGHT POLE 1. SEE SHEET 327 AND 328 FOR LIGHTING WITH 2 LED FIXTURES UNIT DETAILS. 2. FINAL HANDHOLE AND LIGHTING UNIT SERVICE CABINET PLACEMENT SHALL BE DETERMINED IN THE • UTILITY TRANSFORMER FIELD. D HHHANDHOLE 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER 1.5" CONDUIT WITH 3 #6 ONE CALL EXCAVATION NOTICE SYSTEM – – – – WIRE AND 1 #6 GROUND FOR ALL UTILITY LOCATION. NOTE THAT UNLESS OTHERWISE NOTED NOT ALL PUBLIC AND PRIVATE UTILITIES —c— 1.5" EMPTY CAP CONDUIT ARE SHOWN ON THE LIGHTING PLANS. I — M 0 I I 220 420 --------------------------------------------- – – – – – – – – – – – – – – – – – – – – – – – – – ---------- - ---- -- -------------------- N W a 4" NON-METALLIC CONDUIT o CITY DETAIL STR-34 TRANSMISSION EASEMENT NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� °�W" H3 Cottage ® Stantee ' 339 DESIGNED MTF � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED S/TF RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED MTF ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 odM< h=�o 000� aAoo 0 a '\ 1 I � O I V I LL I I IV n� — a — — PROP. R 4" NON-METALLIC CONDUIT I � � u CITY DETAIL STR-34 LL w U I Y r IV I II izoij END SAP 180-121-001 0 RAVINE - EB STA. 228+45.76 P42 I c I _ P41 0 c io iV RAVINE - WB 425 j a 27 I L I u V N 0 Lf) I o c� N �V RAVINE - EB 225 I u I 29 I I � 6 Q RAVINE PKWY I b Y V ______________ _____________ o LL V o P38 – ---------------------------------------------------------------------------- --------- --------------77-77 P39V -- TRANSMISSION I EASEMENT oN V I 4) LL O 0 25' 50' LEGEND NOTES: P1 14 FT LIGHT POLE 1. SEE SHEET 327 AND 328 FOR LIGHTING WITH 2 LED FIXTURES UNIT DETAILS. SERVICE CABINET 2. FINAL HANDHOLE AND LIGHTING UNIT PLACEMENT SHALL BE DETERMINED IN THE UTILITY TRANSFORMER FIELD. 0 HHHANDHOLE 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER 1.5" CONDUIT WITH 3 #6 ONE CALL EXCAVATION NOTICE SYSTEM -- WIRE AND 1 #6 GROUND FOR ALL UTILITY LOCATION. NOTETHAT UNLESS OTHERWISE NOTED NOT ALL PUBLIC AND PRIVATE UTILITIES — c — 1.5" EMPTY CAP CONDUIT ARE SHOWN ON THE LIGHTING PLANS. NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN 3HE� °�W" H3 cottage ® Stantee ' 340 DESIGNED MTF � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED S/TE RAVINE PARKWAY ericy Meet zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED MTF "h@fe pride and �,,,pSt. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 aAa= waw o _ INP. R/W P53 > > P52 P51 395 RAVINE PKWY RAVINE - WB NOTES: 1. SEE SHEET 327 AND 328 FOR LIGHTING UNIT DETAILS. 2. FINAL HANDHOLE AND LIGHTING UNIT PLACEMENT SHALL BE DETERMINED IN THE FIELD. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER noir — i P-11---1 kin— cvc M 0 Lf) M ON ON M N (k 25' 50' NO I DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 341 DESIGNED 'DP � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED RAVINE PARKWAY er)ty neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staatl.�m SAP 180-110-013, SAP 180-020-013 547 LEGEND �iL1iL Pi 14 FT LIGHT POLE 7�CJ� WITH 2 LED FIXTURES SERVICE CABINET • UTILITY TRANSFORMER D HH HANDHOLE NOTES: 1. SEE SHEET 327 AND 328 FOR LIGHTING UNIT DETAILS. 2. FINAL HANDHOLE AND LIGHTING UNIT PLACEMENT SHALL BE DETERMINED IN THE FIELD. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER noir — i P-11---1 kin— cvc M 0 Lf) M ON ON M N (k 25' 50' NO I DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV/MAF CITY OF COTTAGE GROVE MN Cottage Stantec 341 DESIGNED 'DP � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED RAVINE PARKWAY er)ty neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staatl.�m SAP 180-110-013, SAP 180-020-013 547 a3Fa= waw o LEGEND NOTES: P1 14 FT LIGHT POLE 1. SEE SHEET 327 AND 328 FOR LIGHTING WITH 2 LED FIXTURES UNIT DETAILS. 2. FINAL HANDHOLE AND LIGHTING UNIT SERVICE CABINET PLACEMENT SHALL BE DETERMINED IN THE UTILITY TRANSFORMER FIELD. 0 HHHANDHOLE 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER 1.5' CONDUIT WITH 3 #6 ONE CALL EXCAVATION NOTICE SYSTEM ----- WIRE AND 1 #6 GROUND FOR ALL UTILITY LOCATION. NOTETHAT UNLESS OTHERWISE NOTED NOT ALL PUBLIC AND PRIVATE UTILITIES —c— 1.5" EMPTY CAP CONDUIT ARE SHOWN ON THE LIGHTING PLANS. NO DATE APPR REVISION SURVEY PEW cottage � Grove here Pride and prose erity neer ® Stantee zags Highway St. Paul, MN 55113 —tantec.�m LIGHTING PLAN RAVINE PARKWAY CITY OF COTTAGE GROVE MN ' RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001r SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 a"ra °�W" H3 342 DESIGNED MTF CHECKED MTF °` APPROVED MTF 547 PROF. NO. ,8038,8 O Q .O At - 52t o Ozo S� 0300 o=F.< Q3Q ooQ� a- aAa= waw o 0 0 I 25' 50' OHU OHU OHU OHU OHU OHU OHU 01-1 1) OHU — -- – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – - - – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – — MILITARY RD 25' a toto -------------------------------------------- 41 -----------------------41 �- 0HU 0HU 0HU LEGEND NOTES: P1 14 FT LIGHT POLE 1. SEE SHEET 327 AND 328 FOR LIGHTING WITH 2 LED FIXTURES UNIT DETAILS. W 2. FINAL HANDHOLE AND LIGHTING UNIT SERVICE CABINET PLACEMENT SHALL BE DETERMINED IN THE • UTILITY TRANSFORMER FIELD. 0 HHHANDHOLE 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER _ 1.5' CONDUIT WITH 3 #6 ONE CALL EXCAVATION NOTICE SYSTEM ----- WIRE AND 1 #6 GROUND FOR ALL UTILITY LOCATION. NOTE THAT UNLESS OTHERWISE NOTED NOT ALL PUBLIC AND PRIVATE UTILITIES —c— 1.5' EMPTY CAP CONDUIT ARE SHOWN ON THE LIGHTING PLANS. 0HU 0HU 0HU ZZ N W Z J Q NO DATE I APPR REVISION SURVEY AWN NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 343 DESIGNED '°` � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""ere pride and �,,,p St. Paul, MN 55113 PROF. NO. 198038,8 .Manta ." m SAP 180-110-013, SAP 180-020-013 547 W Z T USE _ Q ZZ N W Z J Q NO DATE I APPR REVISION SURVEY AWN NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 343 DESIGNED '°` � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY TRAIL erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""ere pride and �,,,p St. Paul, MN 55113 PROF. NO. 198038,8 .Manta ." m SAP 180-110-013, SAP 180-020-013 547 FF =. < he< aLa� 0 0= 0 a i STANDARD FINIAL 2-HOLOPHANE GRANVILLE PRISMATIC GLASS 4 - #4 HORIZONTAL LUMINAIRES 111 1�Y�� REFLECTOR/REFRACTOR GROUND WIRE TO REINFORCING BARS UTILITY STYLE CASTING = LUMINAIRE CABL LUMIN RE BALLAST SPACED 18' APART NEW LED FIXTURE HANDLE GVD-80-4K-AS-M-Z-3-R-S-Z m 120 VOLTS CKT 1 CONNECTION LUG 4 - #6 IN-LINE REINFORCING BARS T 120 VOLTS FROM PANELBOARD FUSING (5A) BASE COVER FULL DEPTH LEVELING NUTS Cl TOP OF BASE @ READY MIXED MIN. 2 -CINCINNATI CROSS ARMS STREET LIGHTING ENTRAINED CONCRETE 120 VOLTS CKT 3 3" ABOVE GRADE 3000 PSI AIR MODEL: CS -C30 -DB 1 GROUND LEVEL PHOTOCELL BOLT DIAMETER& Cl A A PROJECTION TO BE AS STREET LIGHTING z RECOMMENDED BY H O4 A MANUFACTURER I� 120 VOLTS CKT 5 HOLOPHANE WADSWORTH STREET N CONDUIT ALUMINUM SITELINK POLE --1-- C1 LIGHTING C1 STREET LIGHTING ° WDA-15-L53-17-P07-ABG-BZ� 1 R1 .o o 120 VOLTS CKT 7 n ae 0 a ti Cl ' STREET LIGHTING ANCHOR . 'p .'q3'' a ° 120 VOLTS CKT 2 BOLTS n . ° STREET LIGHTING 5/8" X 15-0" GROUND ROD! 0 1 SECTION 120 VOLTS CKT4 NO SCALE GENERAL NOTES: C1 1. ALL LIGHTING ASSEMBLIES SHALL STREET LIGHTING 36" MIN. CONTAIN ALL MODIFICATIONS NECESSARY TO COMPLY WITH XCEL 120 VOLTS CKT 6 REQUIREMENTS. 3"ABOVE ¢ FINISHED GRADE C1 2. EXACT LOCATIONS OF ALL +:;Y4, STREET LIGHTING ASSEMBLIES SHALL BE VERIFIED BY _ 120 VOLTS CKT 8 THE ENGINEER. TYPE A-1 CONCRETE BASE ��•?.::)� SEE DETAIL PLATE LGT-25 Cl 3. WIRING AND CONDUIT PER STATE STREET LIGHTING ELECTRICAL CODE ' °•�� 120 VOLTS CKT 10 Cottage STANDARD DETAILS LAST REVLSIGH Cottage STANDARD DETAILS LASTREVLSI Grove CONCRETE BASE FORTYPEA-1 JAN 2014 Grove LIGHTING DETAIL RAVINE PARKWAY D. 2017 IRRIGATION CABINET ma. anaw�rnv n.v LIGHTING STANDARDS +rna..*a°1O'9�kr NEW LED FIXTURE [Ell P1;No240 VOLTS CKT 9 11 Stantec COTTAGE GROVE, MINNESOTA (3 Stan COTTAGE GROVE, MINNESOTA LGT-12 IRRIGATION BOOSTER PUMP 48_LGT10 DWG r— ---- -----� I I I I r— --I I I I I I HAND I I I HOLE I I I I I I N I L ----J I I I NEENAH R -6685-D FRA 28-1/2" WEIGHT 280 LBS GRADE _ CONCRETE ° CABLE HOOKS BELL NON -M ETALIC CONDUIT TRENCH DRAIN SFS--�I NO SCALE Cottage STANDARD DETAILS aev Grove STREET LIGHTING HANDHOLE JAN 2014 "Nnid..navrv'MQY n.a PL— NO ® Stantec COTTAGE GROVE, MINNESOTA LGT-26 i — -------------- ,, aEo"aEo b I{ Ea �o� owEvsEc.i 11- -_ __ ETLue oaNCEwi uisoaa " Ig Cottage STANDARD DETAILS LASTREVLSIaV. Grove SERVICE CABINET TYPE LS FEB 2018 PLATE NO ® Stantec COTTAGE GROVE, MINNESOTA LGT-27 LIGHTING CONTROL SCHEMATIC NOTES: 1. SERVICE CABINET SHALL BE PAID FORAS SERVICE CABINETTYPE -1 (2545.541) AND MEASURED BY THE EACH. 2. SERVICE CABINET EQUIPMENT PAD SHALL BE PAID FORAS EQUIPMENT PAD B (2545.545) AND MEASURED BY THE EACH. 3. HANDHOLES FOR LIGHTING SYSTEM SHALL BE PAID FORAS HANDHOLE (2545.553) AND MEASURED BY THE EACH. 48_HOT27 DWG NO °AIL APPR REVISION AWN PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 344 DESIGNED '°` � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 7DP DETAILS edty Meet 2335 Hlghway36 W SAP 180-121-001, SAP 180-123-001 °` APPROVED Des ""I Pride and ����� St. Paul, MN 55113 PROF. NO. 19803878 —tanta .a m SAP 180-110-013, SAP 180-020-013 547 i UTILITY POWER POLE UTILITY TRANSFORMER SIGN LIGHTING CONTRACTOR SHALL PROVIDE CONDUIT UP POLE TO WEATHER -HEAD. ELECTRICAL UTILITY WILL PROVIDE FINAL TERMINATIONS. COORDINATE ELECTRICAL SERVICE WITH UTILITIES. 0 0 SERVICE LATERAL ALL CONDUIT AND WIRE SHALL BE Tf 1.5"C -3#6,1#6G ELECTRICAL ONE -LINE DIAGRAM - FIELD WIRING NOT TO SCALE. GROUND WIRE NOT SHOWN J SERVICE CABINET 120/240V SINGLE PHASE I IILINI I��� LNL LNL LNLLNL INNLL L IRRIGATION BOOSTER PUMP IRRIGATION CONTROLLER CAP WIRE FOR FUTURE.TYPICAL F I r POLE MOUNTED r UTILITY TRANSFORMER L 120/240V SECONDARY, 1PH, 3W _ 2"C-3#1 M UTILITY METER L SERVICE CABINET 100A, 120/240V 1 PH, 3W, NEMA 311 100/2 22 KAIC, 20/2 20/21 —T 2012 20/2 N MAIN BONDING JUMPER #6 Ol G 5/8" X 10' GROUND ROD ELECTRICAL ONE -LINE DIAGRAM - SERVICE CABINET NOT TO SCALE KEY NOTE /7\ A MAIN BONDING JUMPER SHALL BE ED TO CON NECTTHE EQUIPMENT ',OUNDING CONDUCTOR(S) AND iE SERVICE DISCONNECT CLOSURE TO THE NEUTRAL PER 11 NEC ART. 250. NO DATE I APPR REVISION SURVEY PEN CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 345 DESIGNED '°` � Grove LIGHTING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP WIRING DIAGRAM erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 0 0= waw o SIGNING & PAVEMENT MARKING PLAN NOTES & GUIDELINES GENERAL INFORMATION: MULTI-COMPONENT LIQUID: PREFORMED MARKINGS: THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND INSPECTION. THE CONTRACTOR WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO MANUFACTURER CERTIFICATIONS ARE REQUIRED FOR INSTALLERS, POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS APPLICATION. PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM AND WRITTEN CERTIFICATION SHALL BE PRESENTED AT ANYTIME HORIZONTAL CONTROL WHEN SO DIRECTED. (NON-METALLIC) OR AS RECOMMENDED BY THE MATERIAL MANUFACTURERANDACCEPTABLETOTHE UPON REQUEST OF ENGINEER OR OTHER STATE PERSONAL. ENGINEER. NEW PORTLAND CEMENT CONCRETE SURFACES SHALL BE SANDBLAST CLEANEDTO EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY AN AGENCY PLACED YIELD SIGN,STOP SIGN ORTRAFFIC REMOVE ANY SURFACE TREATMENTS AND/OR LAITANCE. DO NOT USE LINE MATERIAL TO PIECETOGETHER INDIVIDUAL SIGNAL. THE BREAK POINT IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS. LETTERS, SYMBOLS, OR CROSSWALKS UTILIZE PRECUT KITS PROVIDED THE MULTI-COMPONENT LIQUID MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT BY THE MANUFACTURER. TWO STRIPS OF 18" LINE MATERIAL MAY BE A TOLERANCE OF 1/4 INCH UNDER OR 1/4 INCH OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. CLEANING. GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OFTHE EPDXY RESIN USED TO FORM CROSSWALK BLOCKS OF 36" WIDTH. BROKEN LINE SEGMENTS MAY VARY UP TO 3 INCHES FROM THE SPECIFIED LENGTHS PROVIDED THE OVER AND UNDER VARIATIONS ARE REASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL LINE. GUIDE SHALL NOT EXCEED 1 INCH. MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OFTHEIR RESPONSIBILITY DO NOT USE NARROWER LINE MATERIAL TO PIECE TOGETHER WIDER TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED DIMENSIONS. APPLY MULTI-COMPONENT LIQUID MARKINGS WITH A MINIMUM THICKNESS OF 20 MILS, GLASS BEADS LINES. SHALL BE APPLIED AT A RATE OF AT LEAST 25 LB/GAL. THE "NO -TRACKING" CONDITION SHALL BE JUST PRIOR TO THE PLACEMENT OF PAVEMENT MARKINGS THE ROAD SURFACE SHALL BE CLEANED AND FREE OF CONTAMINATION AS RECOMMENDED BYTHE MATERIAL MANUFACTURERAND ACCEPTABLETOTHE DETERMINED ON AN APPLICATION OF SPECIFIED THICKNESS TO THE PAVEMENTAND COVERED WITH IF THERE IS A CRACK OR JOINT IN ROAD SURFACE. ( FORTAPE LAY ENGINEER. PORTLAND CEMENT CONCRETE SURFACES SHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE TREATMENTS AND/OR LAITANCE. GLASS BEADS AT THE RATE OF AT LEAST 25 LB/GAL. OVER CRACK OR JOINT THEN CUT TAPE 1" ON EACH SIDE OF CRACK OR JOINT). (FOR THERMO MAKE A DEEP SCORE IN THE MATERIAL ONCE IT APPLY ALL PAVEMENT MARKINGS AS RECOMMENDED BY THE MATERIAL MANUFACTURER. PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS. PAVEMENT MARKINGS SHALL ONLY BE APPLIED IN SEASONABLE WEATHER WHEN AIR AND PAVEMENT HAS SET UP BUT NOT ENTIRELY COOLED DOWN). SURFACE TEMPERATURES ARE 40°F OR HIGHER AND SHALL NOT BE APPLIED WHEN THE WIND OR THE FILLING OF TANKS, POURING OF MATERIALS OR CLEANING OF EQUIPMENT SHALL NOT BE PERFORMED ON UNPROTECTED PAVEMENT SURFACES UNLESS ADEQUATE PROVISIONS ARE MADETO PREVENT SPILLAGE OTHER CONDITIONS CAUSE A FILM OF DUST TO BE DEPOSITED ON THE PAVEMENT SURFACE AFTER OF MATERIAL. CLEANING AND BEFORE THE MARKING MATERIAL CAN BE APPLIED. REFER TO SPECIAL PROVISIONS OR SPEC BOOK FOR GROUND IN/RECESSED PAVEMENT MARKING APPLICATION REQUIREMENTS. PAVEMENT MARKINGS & MESSAGES S PAVEMENT 24" SOLID LINE PAVEMENT MESSAGE MARKING 4" SOLID LINE MULTI-COMPONENT 12" SOLID LINE 24" SOLID LINE 4" DOUBLE SOLID LINE 6" SOLID LINE MULTI-COMPONENT PREFORM REMOVAL MULTI-COMPONENT MULTI-COMPONENT MULTI-COMPONENT MULTI-COMPONENT GROUND IN GROUND IN THERMOPLASTIC STATION TO STATION ALIGN GROUND IN SYMBOLS & MATERIALS LEGEND LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT SQ FT LIN FT WHITE YELLOW WHITE YELLOW WHITE YELLOW YELLOW WHITE YELLOW WHITE WHITE BROKEN LINES - 50' CYCLE (10' LINE, 40' GAP) SAP 180-123-001 65TH ST 100+68 (HINTON) - 113+00 (IDEAL) 65TH - EB 3048 98 1980 220 43 90 112+76 - 113+26 65TH - EB 140PAVEMENT Is MESSAGE LEFT ARROW (15 SQ. FT.) - PVMT MSSG PREFTHERMO GR IN 113+00 (IDEAL) - 123+14 (IDSEN) 65TH - EB 2185 312 248 1385 60 122+92 - 123+45 65TH - EB 131 123+14 (IDSEN) - 126+59 (INNSDALE) 65TH - EB 850 504 45 PAVEMENT MESSAGE RIGHT ARROW (15 SQ. FT.) - PVMT MSSG PREFTHERMO GR IN 126+35 - 126+79 65TH - EB 74 126+59 (INNSDALE) - 130+50 65TH - EB 691 310 675 SUBTOTAL 6774 816 656 4040 565 43 195 SAP 180-123-001 SUBTOTAL 7590 656 4040 565 43 195 SAP180-110-013 JAMAICAAVE 600+88 - 611+99 JAMAICA - NB 935 478 60 STRIPING KEY SUBTOTAL 935 478 60 SAP 180-110-013 SUBTOTAL 1413 60 OCIRCLE-EPDXY SQUARE-PREFTAPE SAP 180-121-001 RAVINE PKWY 170+33 (JAMAICA) - 182+85 (MCHATTIE) RAVINE - EB 2570 2333 148 182+67 - 182+97 RAVINE - EB 225 38 45 A TRIANGLE -PAINT O OCTAGON-PREFTHERMO 182+85 (MCHATTIE) - 188+33 (JEFFERY) RAVINE - EB 1042 871 30 188+20 - 188+45 RAVINE - EB 281 188+33 (JEFFERY) - 219+88 (JOLIET) RAVINE- EB 6166 5919 68 30 1ST DIGIT 2ND DIGIT 3RD DIGIT WIDTH PATTERN COLOR 219+74 - 219+99 RAVINE - EB 274 4", 8", ETC. S - SOLID W - WHITE SUBTOTAL 9778 9123 996 38 105 B -BROKEN Y -YELLOW SAP 180-121-001 SUBTOTAL 18901 996 38 105 T - DOTTED B - BLACK D - DOUBLE NON -PARTICIPATING COTTAGE GROVE K - DOUBLE BROKEN - H DOUBLE DOTTED MILITARY MILITARY 4202 634 4202 57 IDEAL IDEAL 181 SUBTOTAL 4202 634 4383 57 NON -PARTICIPATING COTTAGE GROVE SUBTOTAL 4202 634 4383 57 TOTAL 4202 31486 656 205 10903 1561 138 420 SAP 180-121-001 RAVINE PKWY ALT. 1 219+88 (JOLIET) - 228+43 (KEATS) RAVINE -EB 1941 1552 29 90 — SUBTOTAL ALT. 1 1941 1552 29 90 SAP 180-121-001 SU BTOTAL ALT. 1 3493 29 90 G=GROUND IN W=WET REFLECTIVE SAP 180-020-013 KEATS AVEALT.1 C=CONTRAST E=ENHANCED SKID RESISTANCE 501+50 - 508+78 (RAVINE) KEATS 1530 28 30 508+78 (RAVINE) - 516+18 KEATS 1418 177 2480 30 EXAMPLE: 4SW _ 4" SOLID LINE WHITE PREFTHERMO O GROUND IN, CONTRAST, WET REFLECTIVE SUBTOTAL ALT. 1 2948 205 2480 60 GCW SAP 180-020-013 SUBTOTAL ALT. 1 2948 205 2480 60 NO DATE APPR REVISION SURVEY NEW Cottage Stantee � Grove edtY Meet Stas Highway pride andptosP St. Paul, MN 55113 —safe ." m SIGNING &PAVEMENT MARKING PLAN CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 DRAWN SMV/MAF 346 DESIGNED '°` CHECKED JDE °` APPROVED DRshere 547 PROF. NO. ,98038,8 aAa waw _opo REMOVE SIGN TYPE D T QUANTITY POSTS PANEL PANEL SIGN (EACH) PANEL LEGEND NOTE NO. KNEE SIZE SAP 180-020-013 NO. & BRACES (IN) KNEE LENGTH HT. KEATS AVE ALT. 1 TYPE NOTE (2) SAP 180-123-001 KNEE LENGTH ( (IN) TO PANEL LEGEND NOTE SAP 180-123-001 SAP 180-110-013 NON -PARTICIPATING BRACES 2� () 1j D-101 1 2-U 2 1 x 78 JAMAICA AVE COTTAGE GROVE TYPE 21 x 9 65TH STREETS S-201 Military Rd C-201 1 14 2-U 1 15 4> 54 x 30 LT ONLY, THRU ONLY, RT ONLY C-202 1 20 D-102 1 2-U 2 84 x 66 Military Rd x 24 WASHINGTON COUNTY 13 S-202 1 1 -ST 14 7 C-203 21 x 9 ISDEN AVES 1 2-U 20 7 D-103 1 2-U 2 84 x 66 Military Rd 2-U 15 7 30 x 30 CURVE RIGHT C-205 TOTAL ALT. 1 3 1 2-U 1 SPECIFIC NOTES: (1) MOUNTING HEIGHT IS MINIMUM (WITH A+6INCHTOLERANCE) SEE SHEET 356 FORTYPICAL MOUNTING. (2) SIZES ARE APPROXIMATE. (3) SEE SHEET 358 FOR MOUNTING DETAILS. GENERAL NOTES: 1. POST LENGTHS ARE APPROXIMATE AND INCLUDE EMBEDMENT, BUT DO NOT INCLUDE ADDITIONAL LENGTH REQUIRED FOR SPLICE. 2. SEE SHEET 353 FOR SIGN PLACEMENT DETAILS. 3. SEE SHEETS 355 TO 356 FOR STRUCTURAL DETAILS. 4. SEE MNDOT STANDARD SIGNS AND MARKINGS MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGS OF TYPE C SIGN PANELS. SALVAGE AND INSTALL SIGN TYPE SPECIAL V QUANTITY SALVAGE AND INSTALL SIGN TYPE C U PANEL QUANTITY NO. POSTS MTG SIGN PANEL SIGN (EACH) N0. KNEE LENGTH HT. SIZE PANEL LEGEND NOTE NO. SAP 180-123-001 KNEE LENGTH ( (IN) SIZE PANEL LEGEND NOTE SAP 180-123-001 SAP 180-110-013 NON -PARTICIPATING BRACES (FT) () 1j (IN) 65TH ST JAMAICA AVE COTTAGE GROVE TYPE 21 x 9 65TH STREETS S-201 1 C-201 1 14 2-U 1 15 7 54 x 30 LT ONLY, THRU ONLY, RT ONLY C-202 1 2-U 16 7 21 x 15 JCT (BLUE) 24 x 24 WASHINGTON COUNTY 13 S-202 1 1 -ST 14 7 C-203 21 x 9 ISDEN AVES 1 2-U 15 7 24 x 30 SPEED LIMIT 30 C-204 1 2-U 15 7 30 x 30 CURVE RIGHT C-205 1 -ST 1 2-U 1 16 7 1 60 x 42 WELCOME TO COTTAGE GROVE SUBTOTAL 2 1 2 TOTAL 3 TOTAL 1 5 SALVAGE AND INSTALL SIGN TYPE SPECIAL V QUANTITY POSTS MTG PANEL NO. SIGN (EACH) NON KNEE LENGTH (FT) SIZE PANEL LEGEND NOTE SAP 180-123-001 BRACES (FT) (1) (IN) 65TH ST TYPE 21 x 9 65TH STREETS S-201 1 1 -ST 14 7 (3) 21 x 9 IDEAL AVES 21 x 9 65TH STREETS S-202 1 1 -ST 14 7 (3) 21 x 9 ISDEN AVES 21 x 9 65TH STREETS S-203 1 1 -ST 14 7 (3) 21 x 9 INNSDALEAVE S TOTAL 3 NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 347 DESIGNED '°` � Grove SIGNING &PAVEMENT RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MARKING PLAN erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 SIGN PANELS TYPE C W QUANTITY POSTS MTG SIGN (EACH)NO HT NO. SAP 180-123-001 SAP 180-110-013 SAP 180-121-001 NON- SAP 180-121-001 SAP 180-020-013 & KNEE LENGTH (FT) 65TH ST JAMAICA AVE RAVINE PKWY PARTICIPATING RAVINE PKWY ALT. 1 KEATS AVE ALT. 1 TYPE BRACES (FT) (1) PANEL TOTALAREA (SQ FT) CODE PANEL LEGEND NOTE SIZE (IN) AREA SAP 180-123-001 (SQ FT) 65TH ST SAP 180-110-013 JAMAICA AVE SAP 180-121-001 RAVINE PKWY NON- SAP 180-121-001 PARTICIPATING RAVINE PKWY ALT. 1 SAP 180-020-013 NO. KEATS AVE ALT. 1 C-1 2 1 1 2-U 15 7 24 x 30 5.0 10.0 5.0 5.0 R2-1 SPEED LIMIT 40 C-2 14 36 4 7 24 x 24 4.0 56.0 144.0 16.0 R8-3 NO PARKING (4) C-3 1 2-U 16 7 30 x 30 7.9 7.9 W3-1 W16 -8P STOP AHEAD 30 x 8 HINTON AVE C-4 2 2-U 1 15 7 54 x 30 11.3 22.6 R3-8ACA LT ONLY, THRU ONLY, RT ONLY C-5 2 1 2-U 15 7 30 x 30 6.3 12.6 6.3 R1-1 STOP C-6 4 6 1 -ST 15 7 24 x 30 5.0 20.0 30.0 R4-7 KEEP RIGHT (3) C-7 3 1 4 1 1 2-U 15 7 30 x 30 6.3 18.9 6.3 25.2 6.3 6.3 R3 -7R RIGHT LANE MUST TURN RIGHT C-8 2 5 1 1 -ST 15 7 30 x 30 6.3 12.6 31.5 6.3 R3-71- LEFT LANE MUST TURN LEFT (3) C-9 3 7 1 1 -ST 15 7 30 x 30 6.3 18.9 44.1 6.3 R5-1 DO NOT ENTER (3) C-10 2 3 2-U 1 11 7 30 x 30 12.3 24.6 36.9 R1-1 R6 -1R R6-11- STOP 36 x 12 ONE WAY RIGHT (2) 36 x 12 ONE WAY LEFT C-11 1 1 2-U 14 7 36 x 12 3.0 3.0 3.0 R6-11- ONE WAY LEFT C-12 1 2-U 1 16 7 36 x 12 9.3 9.3 R6 -1R R1-1 ONE WAY RIGHT 30 x 30 STOP C-13 1 2-U 1 16 7 36 x 36 9.0 9.0 W6-2 DIVIDED HIGHWAY ENDS C-14 1 2-U 15 7 24 x 24 4.0 4.0 R8-3 NO PARKING C-15 1 2-U 1 16 7 36 x 36 9.0 9.0 W6-3 TWO WAY TRAFFIC C-16 1 2-U 1 16 7 36 x 36 9.0 9.0 W6-1 DIVIDED HIGHWAY BEGIN C-17 2 2-U 15 7 30 x 30 6.3 12.6 R5-1 DO NOT ENTER C-18 2 2-U 15 7 24 x 30 5.0 10.0 R4-7 KEEP RIGHT C-19 1 2-U 15 7 30 x 30 6.3 6.3 R3-71- LEFT LANE MUST TURN LEFT C-20 1 1 -ST 11 7 36 x 12 14.3 14.3 R6 -1R R1-1 R4-7 ONE WAY RIGHT 30 x 30 STOP (2)(3) 24 x 30 KEEP RIGHT C-21 4 1-U 12 5 18 x 18 2.3 9.2 R1-1 STOP C-22 1 2-U 16 7 30 x 30 7.9 7.9 W3-1 W16 -8P STOP AHEAD 30 x 8 JAMAICA AVE C-23 5 7 18 x 24 22.3 111.5 CUSTOM FUTURE ROAD EXTENSION (5) C-24 2 2-U 1 16 7 30 x 30 8.3 16.6 W11-15 W16 -9P COMBINED BICYCLE/PEDESTRIAN CROSSING 24 x 12 AHEAD C-25 1 2-U 16 7 30 x 30 7.9 7.9 W3-1 W16 -8P STOP AHEAD 30 x 8 KEATS AVE C-26 1 1 -ST 12 7 30 x 30 11.3 11.3 R1-1 R4-7 STOP 24 x 30 (2)(3) KEEP RIGHT C-27 1 2-U 1 15 7 48 x 24 8.0 8.0 W1-7 DOUBLE ARROW C-28 2 2-U 15 7 24 x 30 5.0 10.0 R2-1 SPEED LIMIT 55 C-29 1 2-U 1 15 7 36 x 30 22.3 22.3 R3-8ACA LANE DESIGNATION C-30 1 2-U 14 7 24 x 12 6.0 6.0 M3 -3A M1-6 SOUTH (BLUE) 24 x 24 (2) WASHINGTON COUNTY 19 C-31 1 2-U 14 7 24 x 12 6.0 6.0 M3 -1A M1-6 NORTH (BLUE) (2) 24 x 24 WASHINGTON COUNTY 19 C-32 2 2-U 1 16 7 36 x 36 9.0 18.0 W23-2 NEW TRAFFIC PATTERN AHEAD (6) C-33 2 2-U 1 16 7 36 x 36 9.0 18.0 W20-3 ROAD CLOSED AHEAD (6) C-34 1 2-U 15 7 30 x 30 6.3 6.3 W14-1 DEAD END (6) C-35 1 2-U 1 18 7 36 x 36 14.0 14.0 W11-15 W20 -100P ROAD CLOSED AHEAD 30 x 24 (6) 1000 FEET PLAQUE C-36 2 2-U 1 16 7 30 x 30 8.3 16.6 W11-15 W16 -7P COMBINED BICYCLE/PEDESTRIAN CROSSING 24 x 12 DOWN ARROW PLAQUE RIGHT C-37 2 2-U 1 16 7 36 x 36 9.8 19.6 R1-1 R1 -3P STOP 18 x 6 (6) ALL WAY PLAQUE C-38 2 18 x 6 0.8 1.6 R1 -3P ALL WAY PLAQUE (6)(7) C-39 2 2-U 15 7 30 x 30 6.3 12.6 W3-1 STOP AHEAD (6) C-40 1 2-U 1 15 7 24 x 30 5.0 5.0 CUSTOM LEFT LANEU-TURN(8) C-41 4 1-U 1 14 7 18 x 18 2.3 9.2 W3-1 STOP AHEAD SUBTOTAL 247.4 35.2 494.5 113.5 65.5 50.6 TOTAL 890.6 TOTAL ALT. 1 116.1 SPECIFIC NOTES: (1) MOUNTING HEIGHT IS MINIMUM (WITH A +6 INCHTOLERANCE) SEESHEET 356 FORTYPICAL MOUNTING. (2) MOUNT BACKTO BACK. (3) MOUNT IN CONCRETE, SEE SHEET 359. (4) SEE SHEET 358 FOR MOUNTING DETAILS. (S) SEE COTTAGE GROVE STANDARD PLATE STR-31 ON PAGE 56 FOR SIGN DETAILS. (6) FURNISH AND INSTALL 2 ORANGE FLAGS ABOVE SIGN ORIENTED 45 DEGREESTO VERTICAL. (7) MOUNT BELOW EXISTING STOP SIGN. (8) SEE SHEET 359 FOR SIGN DETAIL. GENERAL NOTES: 1. POST LENGTHS ARE APPROXIMATE AND INCLUDE EMBEDMENT, BUT DO NOT INCLUDE ADDITIONAL LENGTH REQUIRED FOR SPLICE. 2. SEE SHEET 353 FOR SIGN PLACEMENT DETAILS. 3. SEE SHEETS 355 TO 356 FOR STRUCTURAL DETAILS. 4. SEE MNDOT STANDARD SIGNS AND MARKINGS MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGS OF TYPE C SIGN PANELS. NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 348 DESIGNED '°` � Grove SIGNING &PAVEMENT RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MARKING PLAN erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878staat°c.30m SAP 180-110-013, SAP 180-020-013 547 o3o' C-11 1 1 2-U 14 7 36 x 12 3.0 3.0 3.0 R6-11- ONE WAY LEFT C-12 1 2-U 1 16 7 36 x 12 30 x 30 9.3 9.3 R6 -1R R1-1 ONE WAY RIGHT STOP C-13 1 2-U 1 16 7 36 x 36 9.0 9.0 W6-2 DIVIDED HIGHWAY ENDS C-14 1 2-U 15 7 24 x 24 4.0 4.0 R8-3 NO PARKING C-15 1 2-U 1 16 7 36 x 36 9.0 9.0 W6-3 TWO WAY TRAFFIC C-16 1 2-U 1 16 7 36 x 36 9.0 9.0 W6-1 DIVIDED HIGHWAY BEGIN C-17 2 2-U 15 7 30 x 30 6.3 12.6 R5-1 DO NOT ENTER C-18 2 2-U 15 7 24 x 30 5.0 10.0 R4-7 KEEP RIGHT C-19 1 2-U 15 7 30 x 30 6.3 6.3 R3-71- LEFT LANE MUST TURN LEFT C-20 1 1 -ST 11 7 36 x 12 30 x 30 24 x 30 14.3 14.3 a v i n e Pkwy R6 -1R R1-1 R4-7 ONE WAY RIGHT STOP (2)(3) KEEP RIGHT C-21 4 1-U 12 5 18 x 18 2.3 9.2 R1-1 STOP C-22 1 2-U 16 7 30 x 30 30 x 8 7.9 7.9 W3-1 W16 -8P STOP AHEAD JAMAICA AVE C-23 5 7 18 x 24 22.3 111.5 IlFavine P k W CUSTOM FUTURE ROAD EXTENSION (5) C-24 2 2-U 1 16 7 30 x 30 24 x 12 8.3 16.6 L W11-15 W16 -9P COMBINED BICYCLE/PEDESTRIAN CROSSING AHEAD C-25 1 2-U 16 7 30 x 30 30 x 8 7.9 7.9 W3-1 W16 -8P STOP AHEAD KEATS AVE C-26 1 1 -ST 12 7 30 x 30 24 x 30 11.3 Af on Alps11JO Area R1-1 R4-7 STOP KEEP RIGHT (2)(3) C-27 1 2-U 1 15 7 48 x 24 8.0 8.0 W1-7 DOUBLE ARROW C-28 2 2-U 15 7 24 x 30 5.0 10.0 R2-1 SPEED LIMIT 55 C-29 1 2-U 1 15 7 36 x 30 22.3 22.3 R3-8ACA LANE DESIGNATION C-30 1 2-U 14 7 24 x 12 24 x 24 6.0 6.0 M3 -3A M1-6 SOUTH (BLUE) WASHINGTON COUNTY 19 (2) C-31 1 2-U 14 7 24 x 12 24 x 24 6.0 ffon State Pa rk 6.0 M3 -1A M1-6 NORTH (BLUE) (2) WASHINGTON COUNTY 19 C-32 2 2-U 1 16 7 36 x 36 9.0 18.0 W23-2 NEW TRAFFIC PATTERN AHEAD (6) C-33 2 2-U 1 16 7 36 x 36 9.0 18.0 W20-3 ROAD CLOSED AHEAD (6) C-34 1 2-U 15 7 30 x 30 6.3 6.3 W14-1 DEAD END (6) C-35 1 2-U 1 18 7 36 x 36 30 x 24 14.0 14.0 W11-15 W20 -100P ROAD CLOSED AHEAD 1000 FEET PLAQUE (6) C-36 2 2-U 1 16 7 30 x 30 24 x 12 8.3 16.6 W11-15 W16 -7P COMBINED BICYCLE/PEDESTRIAN CROSSING DOWN ARROW PLAQUE RIGHT C-37 2 2-U 1 16 7 36 x 36 18 x 6 9.8 19.6 R1-1 R1 -3P STOP ALL WAY PLAQUE (6) C-38 2 18 x 6 0.8 1.6 R1 -3P ALL WAY PLAQUE (6)(7) C-39 2 2-U 15 7 30 x 30 6.3 12.6 W3-1 STOP AHEAD (6) C-40 1 2-U 1 15 7 24 x 30 5.0 5.0 CUSTOM LEFT LANEU-TURN(8) C-41 4 1-U 1 14 7 18 x 18 2.3 9.2 W3-1 STOP AHEAD SUBTOTAL 247.4 35.2 494.5 113.5 65.5 50.6 TOTAL 890.6 TOTAL ALT. 1 1 1 116.1 SPECIFIC NOTES: (1) MOUNTING HEIGHT IS MINIMUM (WITH A+6 INCH TOLERANCE) SEE SHEET 356 FOR TYPICAL MOUNTING. (2) MOUNT BACKTO BACK. (3) MOUNT IN CONCRETE, SEE SHEET 359. (4) SEE SHEET 358 FOR MOUNTING DETAILS. (S) SEE COTTAGE GROVE STANDARD PLATE STR-31 ON PAGE 56 FOR SIGN DETAILS. (6) FURNISH AND INSTALL 2 ORANGE FLAGS ABOVE SIGN ORIENTED 45 DEGREES TO VERTICAL. (7) MOUNT BELOW EXISTING STOP SIGN. (8) SEE SHEET 359 FOR SIGN DETAIL. GENERAL NOTES: 1. POST LENGTHS ARE APPROXIMATE AND INCLUDE EMBEDMENT, BUT DO NOT INCLUDE ADDITIONAL LENGTH REQUIRED FOR SPLICE. 2. SEE SHEET 353 FOR SIGN PLACEMENT DETAILS. 3. SEE SHEETS 355 TO 356 FOR STRUCTURAL DETAILS. 4. SEE MNDOT STANDARD SIGNS AND MARKINGS MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGS OF TYPE C SIGN PANELS. NO DATE APPR REVISION SURVEY PEW Cottage Grove ""i pride and �,,,p erity neer Stantec zags Highway St. Paul, MN 55113 -taut-c- SIGNING & PAVEMENT MARKING PLAN �/ CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 u"ra DRAWN SMU/MAF 349 DESIGNED JDPhO CHECKED JDP °` APPROVED DRS 547 PROF. NO. 18038,8 oto= waw _opo 0 13v v"' Zge3g;� Agy yN;\ 62,1 6g�o 1$y ■ RavinePkwy 36 4.5 �- 41.6 1 8 -L 31.4 X4.5 36 JV 18 J- 36 90 Identifier : D-1 3.0" Radius, 1.0" Border, White on Green; [Ravine Pkwy] E Mod; Arrow 14 - 18.0" 0{; t� � ,�2'1,�6320'I 266 g65 pA p'I 5 526 g2`' g92 ,1�9 $ZQ g96g35 gS6 ori Afton Al 1p5g2y�6s Ski Area 136 Zg32pQ2$A 3�'? A�6g16�'�' ��A Sg6 S6$9�1 v A f t o n State Pa r k M 7 5.4 25.1 6�20 -L 6-,-13.5--�6 1 20.6 - 5.4 13 25.1 6 1 24.3 -L 6 1 20.6 -L 13 45 108 Identifier : D-3 6.0" Radius, 1.3" Border, White on Brown; [Afton Alps Ski Area] E Mod; [Afton State Park] E Mod; Arrow 14 - 18.0" 0{; 6 A S 6 Ravine Pkwy 3.1 20.561�15.3 X21.1 66 Identifier : Ravine Pkwy-; No border, White on Green; [Ravine Pkwy ] B; 45 A5 13v v,11 Zge3g;� Agy yN;\ 62,1 6g�3 1$y Ravin,,e Pkwy 36 4.5 41.6 1 8 1 31.4 4.5 36 JV 18 1 36 Identifier : D-2 3.0" Radius, 1.0" Border, White on Green; [Ravine Pkwy] E Mod; Arrow 14 - 18.0" 180{; t� � ,�2'1,�6320'I 266 g65 pA p'I 5 526 g2`' g92 ,1�9 $ZQ g96g35 gS6 ori Afton Alpls Ski Area 136 Zg32pQ2$A 3�'? 5g2y�6 6g16�'�' ��A Sg6 S6$9�1 v A f t o n State Pa rk �5 0 M 7 5.4 25.1 6�20 -L 6-�-13.5--�--61120.6 - 5.4 13 25.1 6 1 24.3 -L 6 1 20.6 -L 13 45 8 108 Identifier : D-4 6.0" Radius, 1.3" Border, White on Brown; [Afton Alps Ski Area] E Mod; [Afton State Park] E Mod; Arrow 14 - 18.0" 180{; 9 2 5 A 3 J ffe r Ave (0 C) -4 �- 22.31L6-IL-10.3�21.2 3.2 63 Identifier : Jeffery Ave; No border, White on Green; [Jeffery Ave ] B; 45 p 9 A 3 2 1 J of i et Ave �186-�--10.4�20.3 3 57 Identifier : Joliet Ave; No border, White on Green; [Joliet Ave ] B; NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 350 DESIGNED '°` � Grove SIGNING &PAVEMENT RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MARKING PLAN erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iislanle .gym SAP 180-110-013, SAP 180-020-013 547 TWO-LANE, TWO-WAY Q V j V W 2Q' � � F K zc7a 0 W N w V Z O U 0 m 0 I 0 V J W r T 0 Z .. 12' LANE 12' LANE 2" +/- 1" 2" +/- 1" SHOULDER 4" SPACING SHOULDER 4" SOLID LINE WHITE 4" SOLID m m LINE WHITE 4" SOLID OR BROKEN LINE YELLOW w F D S w SECTION B -B D JO O 0 0 Z w v v } w Z Z OJ w 0 0 m Z } CD O 1 PUBLISHED BY OTST: 20 NOV 2015 MODIFIED: U O NO DATE APPR REVISION SURVEY PEW Cottage Stantec Grove erity neer zags Hlgnway36w "here pride and ,,,,pSt. Paul, MN 55113 —taRta ." m SIGNING &PAVEMENT PLAN CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 SHED DRAWN SMV/MAF 351 DESIGNED 'DP CHECKED JEDMARKING OF APPROVED DRS 547 PROF. NO. 19803878 aAa= waw o TURN LANE WITH ARROW MESSAGE LEFT TURN LANE ISLAND CROSSHATCHING LEFT TURN LANE RIGHT TURN LANE NOTE: END PAVEMENT MARKINGS AT BEGINNING OF RADIUS TURN LANE THRU LANE THRU LANE TURN LANE 4" SOLID LINE WHITE 4" BROKEN 4" SOLID OR SOLID LINE WHITE 4" BROKEN LINE WHITE `% OR SOLID 4" SOLID LINE 4" SOLID LINE YELLOW LINE WHITE 4^ DOUBLE 77 LINE YELLOW 450 2" +/- 1" 2" +/- 1" 2" +/- 1" 2" +/_ 1" TYPICAL MARKINGS FOR h J 24" SOLID LINE YELLOW h 45o I30' - 80' 30' - 80' 4" DOUBLE 1/2 "L" LINE YELLOW r► h h 1 „L„ I 200' OR LESS I 24" SOLID I „A„ LINE YELLOW OVER 200' 50' I � h h 20' 20' 50' 50' I 50' 500' NOTE: AT SPEEDS LESS THAN 45 MPH THE WIDTH SOLID OF THE CROSSHATCH LINE SHALL BE 12 YELLOW REDUCED TO 12" AND SPACING MAY BE REDUCED TO 20'. IF "A" IS LESS THAN 8' NO CROSS HATCHING REQUIRED. = SEE TURN LANE WITH ARROW MESSAGE TYPICAL FOR PLACEMENT AND NUMBER OF NOTE: ARROWS. END PAVEMENT MARKINGS AT BEGINNING OF RADIUS PUBLISHED BY CREST: 14 OCT 2016 MODIFIED: PUBLISHED BY CREST: 14 OCT 2016 MODIFIED: PUBLISHED BY CREST: 20 NOV 2015 MODIFIED: NO DATE APPR REVISION SURVEY PEW � Grove pride aCottage Stantee ericy Meet ags Highway 36w "h@fe nd �,,,pSt. Paul, MN 55113 —tact—c— SIGNING &PAVEMENT MARKING PLAN CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 DRAWN SMV/MAF 352 DESIGNED '°` CHECKED JDP OF APPROVED DRS 547 PROF. NO. 1803878 a a= BACK OF p D o PAVED GORE OR D. ` CONCRETE p e NOSE p e e •D p s D • D A n MERGE SIGN GORE PLACEMENT ROADSIDE PLACEMENT THRU ROADWAY 100' MAX. 12' FROM EDGE OF SHOULDER OR CURB FACE LA 8 (1) CURB F MTG. HT. ROADWAY "H" (SEE NOTE 6 BELOW) OR (SEE SIGNING TABULATIONS) MIN EDGE OF ULDE MIN -F (SEE CROSS SECTION 30 FEET Y^ EXIT PREFERRED OR NOTE 8 BELOW) SIGN EDGE OF THRU LANE RAMP 8' MIN. (1) ECIFIC NOTES: (1) TSIGNS IF THES SETS CANNOT BE ATTAINED WITHIN 100 F OF THE PAVED GORE, A 4 FOOT OFFS ACCEPTABLE. IF THE 4 FO FSETS CANNOT BE ATTAINED WITHIN 100 FEET OF AVED GORE, ACT THE PROJECT ENGINEER. (2) MERGESIGNS IF THESE OF S CANNOT BE ATTAINEDWITHIN EETOFTHE PAVED GORE, A 4 F OFFSET IS ACCEPTABLE. IF THE 4 FOOT OFFSET NOT BE ATTAINED -WTTHIN 200 FEET OF THE PAVED GORE, CONTACT THE PROJECT EER. ROUTE MARKER, REGULATORY & WARNING SIGNS - TYPE C GUIDE SIGNS - TYPE D GUIDE SIGN - TYPE A NOTES: 1. ALL TYPE C AND D MOUNTING HEIGHTS ARE MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE ELEVATION OFTHE NEAR EDGE OF PAVEMENT IN RURAL AREAS OR TO THE TOP OFTHE CURB OR IN THE ABSENCE OF CURB, TO THE NEAR EDGE OF THE TRAVELED WAY. 2. SIGN FACES SHALL BE VERTICAL. 3. OVERHEAD SIGNS SHALL BE POSITIONED AT RIGHT ANGLES TO THE THRU ROADWAY UNLESS OTHERWISE NOTED. 4. TO AVOID SPECULAR GLARE, ANGLE A SHALL BE APPROXIMATELY 93° FOR SIGNS LOCATED LESS THAN 30' FROM THE EDGE OFTHRU LANE AND APPROXIMATELY 92° FOR SIGNS LOCATED 30' OR MORE FROM EDGE OF THRU LANE. THIS APPLIES TO SIGNS TYPE A, C, & D AND INCLUDES SIGNS IN THE GORE. S. "Y" IS THE PERPENDICULAR DISTANCE FROM THE GROUND LINETOTHE FRICTION FUSE ON THE POST. THIS DISTANCE SHALL BE AT LEAST 7'. 6. WHERE " X' IS LESS THAN 30', "H" SHALL BE 7'. WHERE "X" IS 30 OR GREATER, MINIMUM AND PREFERRED"H" IS S'. 7. LATERAL CLEARANCES GIVEN APPLY TO RIGHT AND OR LEFT SIDE INSTALLATION. 8. WHEN A TYPE A SIGN IS INSTALLED DIRECTLY BEHIND TRAFFIC BARRIER, THE LEFT EDGE OF THE SIGN PANEL SHALL BE LOCATED A MINIMUM OF 8 FEET BEHIND THE FACE OF THE TRAFFIC BARRIER. REVISED: 4/28/17 SIGN PLACEMENT NO DATE APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN SHEET DRAWN SMV/MAF Cottage Stantec 353 DESIGNED 'DP , Grove SIGNING &PAVEMENT RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MARKING PLAN eritY Meet X35 Highway W SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS here Pride 06 St. St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 o.Q h=Q= MINIMUM OF YELLOW GUIDE DELINEATORS (X4-6) SPACE 80' APART • J • T SIGN J MINIMUM OF 3 WHITE GUIDE DELINEATORS (X4-6) SPACE 100' APART 0 PLAN A RAMP DELINEATION 10` X001 �1 MINIMUM OF 3 WHITE GUIDE DELINEATORS (X4-6) SPACE 100' APART BEGIN AT EXIT SIGN OR 100' MAXIMUM FROM PAVED GORE BEGIN OPPOSITE YELLOW GUIDE E MINIMUM OF S YELLOW GUIDE DELINEATOR SPACE 50' APART N� BEGIN AT EXIT SIGN OR 50' MAXIMUM FROM PAVED GORE BEGIN OPPOSITE FIRST YELLOW GAC LINE TYPE 3 OBJECT MARKER 12" X 24" (X4 -4C) CYLINDER STYLE DELINEATOR (X4-13) THRU LANE 2'-8' 4' SHOULDER RAISED ISLAND TYPE 3 OBJECT MARKER (X4-4) 4' RAISED ISLAND TYPE 2 OBJECT MARKER (X4-2) T 4- 1 � 1 ' <" DIA. HOLES ON 3" CENTERS F1 ' f M N DOT 3401 NORMAL WEIGHT= 2 LB./FT. DELINEATOR POST REFERENCE LOCATION MARKER THRU LANE4, 2'-8' O OR ONE TENTH MILE DELINEATOR (X4-8) SHOULDER LE 8 GUIDE DELINEATOR (X4-6) RAMP —\ =::: 4' TYPICAL PLACEMENT PLAN B LOOP DELINEATION DELINEATORS AND MARKERS REVISED: 10-2-2013 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN 31EEF DRAWN SMV/MAF Cottage Stantee 354 — DESIGNED '°` Grove SIGNING &PAVEMENT RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED MARKING PLAN edty Meet 2335 Highway36 W SAP 180-121-001, SAP 180-123-001 OF APPROVED DES here pride andptosP St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 aAa= waw o TYPE C & D POST U POST BREAKAWAY SPLICE SIGN PANEL POST E PERMITTED) 16" STAINLESS STEEL TS WITH NYLON INSERT K NUTS PLACED IN TOP i BOTTOM HOLES. STAINLESS STEEL WASHER AND NYLON WASHER (T=1/32" MIN., I.D.=3/8" MAX., O.D.=7/8" MAX.) 5/16" STAINLESS STEEL BOLT WITH NYLON INSERT LOCK NUT. PANEL TYPICAL TYPE C INSTALLATION LATERAL BRACE TYPICAL TYPE D INSTALLATION �4 H F 14 NOTES: 1. USE 3 LB/FT STUB POSTS. SHALL CONFORM TO MNDOT 3401. 2. USE 2.5 LB/FT RISER POSTS, STRINGERS, KNEE BRACES AND LATERAL BRACES. ALL SHALL CONFORM TO MNDOT 3401. 3. SEE SIGN DATA SHEETS FOR NUMBER OF POSTS, KNEE BRACES, POST LENGTHS AND SPACINGS, AS DETERMINED FROM TEM CHARTS 6.3 AND 6.4. 4. IF MORE THAN TWO POSTS ARE NEEDED, THE MINIMUM SPACING SHALL BE 45" BETWEEN POSTS. S. TYPE D SIGN PANELS SHALL BE BOLTED TO STRINGERS AT 24" MAXIMUM INTERVALS IN ACCORDANCE WITH THE TYPE D STRINGER AND PANEL -JOINT DETAIL (SEE MNDOT STANDARD SIGNS AND MARKINGS MANUAL). 6. MOUNTING (PUNCH CODE) FOR TYPE C SIGN PANELS SHALL BE AS INDICATED IN THE MNDOT STANDARD SIGNS AND MARKINGS MANUAL UNLESS OTHERWISE SPECIFIED. 7. ALL RISER (VERTICAL) U POSTS SHALL BE SPLICED. DRIVEN STUB POSTS SHALL BE AT LEAST 7' LONG. 8. USE STAINLESS 5/16" BOLTS, WASHERS AND NYLON INSERT LOCK NUTS AS SHOWN FOR ALL GROUND MOUNTED AND OVERHEAD MOUNTED SIGNS. 9. STAINLESS STEEL WASHER WITH SAME DIMENSIONS SHALL BE PROVIDED BETWEEN ALL NYLON WASHERS AND BOLT HEADS. 10. BRACING STUBS SHALL BE NO MORE THAN 4" ABOVE GROUND AND EMBEDDED AT LEAST 42". 11. A -FRAME BRACKET SHALL BE STEEL CONFORMING TO MNDOT3306AND GALVANIZED IN ACCORDANCE WITH MNDOT3394. 12. COLLARS SHALL BE USED TO SHIM OVERLAYS AND LEGEND COMPONENTS AWAY FROM PANEL WHERE INTERFERENCE WITH BOLT HEADS IS ENCOUNTERED. MNDOT3352.2A6. 13. 2 POST TYPE C SIGNS SHALL BE REINFORCED WITH AT LEAST ONE LATERAL BRACE. INSTALLATIONS WHERE THE TOTAL PANEL HEIGHT IS 60" OR MORE SHALL HAVE TWO LATERAL BRACES LOCATED APPROXIMATELY AT THE QUARTER POINTS. 14. WHERE 2 SINGLE POST TYPE C SIGNS ARE INSTALLED SIDE BY SIDE, THEY SHALL BE REINFORCED LATERALLY BY AT LEAST 2 BRACES, BOLTED AT EACH POST AND LOCATED APPROXIMATELY ATTHE QUARTER POINTS. 15. WHERE 3 OR MORE TYPE C SIGNS ARE INSTALLED SIDE BY SIDE, THEY SHALL BE REINFORCED LATERALLY BY AT LEAST 2 BRACES, BOLTED AT EACH POST AND POST SECTION AND LOCATED APPROXIMATELY ATTHE QUARTER POINTS AS SHOWN IN MODIFIED TYPE C INSTALLATION. U POST MOUNTING TYPE C & D SIGN STRUCTURAL DETAILS TYPE C SIGNS MODIFIED TYPE C INSTALLATION Sheet 1 of 2 REVISED: 5-5-2017 NO DATE APPR REVISION SURVEY PBW CITY OF COTTAGE GROVE, MN DRAWN SMU/MAF Cottage Stantee 355 DESIGNED '°` � Grove SIGNING &PAVEMENT RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MARKING PLAN erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "here pride andpro,P St. Paul, MN 55113 PROF. NO. 18038,8 1 —tact—c— SAP 180-110-013, SAP 180-020-013 547 24" _ l� 5/16" STAINLESS STEEL BOLTS WITH NYLON INSERT LOCK NUTS IN HOLES CLOSEST TO SPLICE & OUTSIDE HOLES. TWO SECTIONS BUTTED LATERAL BRACE OR STRINGER SPLICE DETAIL (EXPLODED VIEW) A -FRAME BRACKET (STEEL MNDOT 3306 GALVANIZED PER MNDOT 3394) VE 5/16" STAINLESS S BOLTS WITH NYLOf INSERT LOCK NUTS 3 1/2" x 3 1/2" SHIM PLATE STAINLESS STEEL WASHER AND NYLON WASHER (T=1/32" MIN., I.D.=3/8" MAX., O.D.=7/8" MAX.) _ SECTION B -B )LT — :NUT SECTION A -A VERTICAL POST H/2 H H/2 LATERAL BRACE KNEE BRACE (STRU CTU RAL SPLICE REQUIRED) C. P'. 42" (1) OFFSET STUB POST V TOWARD ROADWAY RELATIVE TO VERTICAL POST. ATTACH STUB NPOST AND KNEE BRACE BACKTO BACK. 5/16" STAINLESS STEEL BOLTS WITH 42 NYLON INSERT LOCK NUTS PLACED J / NEAR TOP AND BOTTOM HOLES. / � TYPE C & D SIGN TYPICAL "A -FRAME" INSTALLATION STRUCTURAL SPLICE TYPE "C" SIGNS STRUCTURAL DETAILS REVISED: 5-5-2017 (USE WHEN IT IS NECESSARY TO FABRICATE THE CORRECT LENGTH OF POST FROM TWO PIECES) Sheet 2 of 2 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF pride aCottage Stantee 356 DESIGNED '°` � SIGNING &PAVEMENT RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP ericy Meet zags Highway 36w MARKING PLAN SAP 180-121-001, SAP 180-123-001 °F Grove APPROVED DES here ndptosP St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 6 Q .O At- a oa omFE5 ,=Q Q uu�u 'A' waw o SINGLE BOLT MOUNTING BRACKET AND BANDING DETAILS 2 -POST PUNCHING SINGLE POST PUNCHING EXTRUDED STIFFENER 5/16" NYLON WASHER POST SINGLE BOLT MOUNTING BRACKETS AND BANDING 5/16" STAINLESS STEEL BOLT 3/4" STAINLESS 5/16" STAINLESS STEEL WASHER STEEL BANDING \ L V. L____Z� SIGN FACE EXTRUDED STIFFENER 1" STIFFENER MOUNTING DETAILS SUPPLEMENTAL POP RIVETATTACHMENT UNIVERSAL CHANNEL LARGE EXTRUSION CLAMP 7/8" 11/2° STIFFENER NOTES: 3/16" ALUMINUM POP RIVET 1. FOR DETAILS AND NOTES NOT SHOWN, SEETYPE "C" AND "D" SIGN DETAILS. 2. FOR BACK TO BACK INSTALLATION, ROTATE STIFFENERS FOR ONE PANEL 180 DEGREES SUCH THAT PANELS CAN BE MOUNTED AT THE SAME ELEVATION. 3. HORIZONTAL SPACING OF STIFFENERS SHALL BE ACCORDING TO THE 7n PUNCH CODES AS SHOWN IN THE MNDOT STANDARD SIGNS AND MARKINGS MANUAL. 1 1/4" 1 1/2" SIGN FACE 4. MOUNTING HOLES ARE NOT REQUIRED ON SIGNS SMALLERTHAN 6.3 SQUARE FEET, EXCEPT ON SINGLE POST PUNCHED SIGNS. S. STIFFENERS SHALL BE ATTACHED TO SIGNS USING EITHER 3/16" =L DIAMETER POP -RIVETS OR 5/16" DIAMETER BOLTS. 6. USE .75" X.030" BANDING STRAPS OFTYPE 201 "1/4 HARD" STAINLESS STEEL, DOUBLE -WRAPPED AROUNDTHE POLE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. SUPPLEMENTAL BOLT ATTACHMENT 7. BAND PRETENSION SHALL NOT EXCEED 1300 POUNDS. 8. ALL HARDWARE SHALL BE COMPATIBLE WITH STIFFENERAND MOUNTING SYSTEMS. POST CENTERLINE OF 5/16" NYLON WASHER MECHANICAL FASTENER (5) / 5/16" STAINLESS STEEL NYLON INSERT NUT EZ5/165/1C " STAINLESS STEEL BOLT 3/4" STAINLESS STEEL BANDING DOUBLE WRAPPED STAINLESS STEEL WASHER SIGN FACE <5/16" SIGN TYPE C AND D EXTRUDED ALUMINUM S/16"STAINLESS STEEL WASHER MOUNTING SYSTEM FOR ROUND SUPPORTS SIGN FACE REVISED: 1-25-2016 NO DATE APPR REVISION SURVEY PEW Cottage � Grove here pride andptosP edtY Meet Stantee zags Highway 36w St. Paul, MN 55113 —staat—c— SIGNING &PAVEMENT MARKING PLAN CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 DRAWN SMV/MAF 357 DESIGNED '°` CHECKED JDP °` APPROVED DES 547 PROF. NO. 1803878 aAa? waw o 1/4" RIVET WITH 2 NYLON WASHERS AND 1-3/4" PLASTIC SPACER (SIGN TO SIGN) 5/16" @ 90^ CORNER BOLTS (SIGN POST TO ANCHOR POST) PRE -PUNCHED SQUARE TUBE POST (ANCHOR ASSEMBLY) 2-1/4"X 2-1/4"X 4'- 12GA 1/4" RIVET WITH 2 NYLON AND 1-3/4" PLA (SIGN TO SIGN) 3/8" DRIVE RIVET WITH 2 NYLON WASHERS (SIGN TO POST) 3/8" DRIVE RIVET PRE -PUNCHED SQUARE TUBE POST WITH 2 NYLON WASHERS 2"X 2"X VARIES - 12GA. (SIGN TO POST) z z w O 2 > 5/16" @ 90^ CORNER BOLTS 1"TO 2" (SIGN POST TO ANCHOR POST) GROUND LINE SOIL STABILIZATION SLEEVE 2-1/2"X 2-1/2"-12GA. b PRE -PUNCHED S ARE TUBE POST (ANCHOR ASS LY) 2-1/4"X 2-1/4" 4'- 12GA 0 O o o/BETWEEN VET 0 oN WASHERS 0 0T) 0 0 0 oSEPARATION a 0 0 0 a o 0 GNS a 0 0 PRE PUNCHED SQUARE TUBE POST o ; oG 2"X 2"X VARIES - 12GA. 0 0 0 0 0 0 0 0 a 0 0 0 1"TO 2" S o o 0 0 G UND LINE 0 0 0 0 0 o SOIL STA LIZATION SLEEVE 1/2"X 2-1/2"-12GA. SIGN STRUCTURE SIGN STRUCTURE ISOMETRIC VIEW ISOMETRIC VIEW 0 'v NOTES: 1. SQUARE TUBE POSTS SHALL CONFORM TO MNDOT 3402. 2. SOIL STABILIZATION SLEEVE SHALL BE CONSTRUCTED OF STEEL CONFORMING TO MNDOT 3306 AND GALVANIZED IN ACCORDANCE WITH MNDOT 3394. 3. MOUNTING (PUNCH CODE) FOR TYPE C SIGN PANELS SHALL BE AS INDICATED IN THE MNDOT STANDARD SIGN AND MARKINGS MANUAL UNLESS OTHERWISE SPECIFIED. NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 358 DESIGNED '°` � Grove SIGNING &PAVEMENT RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MARKING PLAN erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 staat°c.30m SAP 180-110-013, SAP 180-020-013 547 mFE5 o,.x ooh= POST LOCKING 0 O WEDGE lz� 0 Q$ 0 O O 3/8' DRIVE RIVET WITH 2 NYLON WASHERS co O O (SIGN TO POST) INDEXABLE POST RECEIVER O N N 5/8'-11 SHEAR PRE -PUNCHED SQUARE TUBE POST O BOLT HOW SET 2' X 2' X VARIES - 12 GA. Cl) N M MOUNTING RUBBER BUSHING HEIGHT VARIES v SURFACE MOUNT PRE -PUNCHED SQUARE TUBE POST ANCHOR BASE (INTERNAL SLEEVE) 1-3/4' X 1-3/4' X 3' - 12 GA. fl 1/2' x 4' CONCRETE ANCHOR BOLT 24 Identifier : C-40 1.5" Radius, 0.6" Border, 0.4" Indent, Black on White; [LEFT LANE] B; BREAKAWAY BASE BREAKAWAY BASE UNASSEMBLED ISOMETRIC VIEW CONCRETE MEDIAN OR WALK SIGN STRUCTURE ELEVATION VIEW NOTES: 1. SQUARE TUBE POSTS SHALL CONFORM TO MNDOT 3402. 2. BREAKAWAY BASE SHALL BE OF THE DESIGN SPECIFIED ABOVE, OR AN ENGINEER -APPROVED EQUAL, AND MEET CURRENT AASHTO AND NCHRP350 REQUIREMENTS. 3. FOR PROPER SIGN ORIENTATION, THE BREAKAWAY BASE SHALL ALLOW FOR 360 DEGREE INDEXING AFTER THE SURFACE MOUNT ANCHOR BASE IS SECURED TO THE CONCRETE. 4. IF NECESSARY TO MAKE SIGN STRUCTURE PLUMB AND LEVEL, 5/8" GALVANIZED WASHERS SHALL BE USED TO SHIM SURFACE MOUNT ANCHOR BASE AWAY FROM MEDIAN OR WALK. S. BREAKAWAY BASE COMPONENTS SHALL BE CONSTRUCTED OF STEEL CONFORMING TO MNDOT 3306 AND GALVANIZED IN ACCORDANCE WITH MNDOT 3394. 6. MOUNTING (PUNCH CODE) FOR TYPE C SIGN PANELS SHALL BE AS INDICATED IN THE MNDOT STANDARD SIGN AND MARKINGS MANUAL UNLESS OTHERWISE SPECIFIED. NO DATE APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN a"ra DRAWN SMV/MAF Cottage Stantee 359 DESIGNED '°` � Grove SIGNING &PAVEMENT RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MARKING PLAN erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride an,QrosP St. Paul, MN 55113 PROF. NO 18038,8 —taut—c— SAP 180-110-013, SAP 180-020-013 547 ,Lp �1 62$1 LEFT O 1353 1$O,LpS LANE 59 27.6��4��8.4��2 1 � 22 '�1 5.9 '12.2 '�` 5.9 oQ RFE ooQ= aA, 00 t'I III I I O I I I I � O 1'� I --------------------- \�I--------------------------------------------- -------------------- \ H ----------------------------------------------------- BEGIN SAP 180-123-001 65TH - EB O STA. 100+68.07 N Z Iq I I I 04ze��% 14 0 25' S0' \7 ----------------------------------- --------- – ------------------------ o g�� 65TH - EB I II 1'I III jj 1�I I I � III II Ijl I 10 III p I I 1 III p y (E)III�11 — — — INP III II I I I I III q III III 111 III•------------ — -------- ------------------------- -------- 0 BEGIN SAP 180-123-001 65TH - EB STA. 100+68.07 HO °24SW 909 100 991 STO N' Im! 0 25' STO li I z 0 19 z_ III I I OO II � 50' MATCH EXISTING z r' Z EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING 103 104 1� ------------------ 1 +30. I \ I I I I FURNISH & INSTALL ® REMOVE PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL 1 1 1 I I I ----------------------------------------------- -------------------------------------------------- "o V V +72.5 +71.8 +77.7 IL iuD 106 +31.0 4DY / /�I 65TH - EB 12sY I 4DY TYPICAL --- --- --- — — — o a I INP. R/W Lr) 00 Lr) 00 -1 NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 360 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 o` APPROVED DRS ""i pride and Q,°SP St. Paul, MN 55113 PROF. NO. 1803878 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 1 1 I I I \ III II I �I I II I lyll II I 0 It'll I I `----------------------------- I I I ------------------------------------ I I I,I I I I ry� 0 O i IO di i ill 00 _ 4 ===============================================�======�==========L ===1- ______� —_� ______________� _____ 0 ' I1 n7 108 109 110 111 112 113 N (k 0 25' 50' Lr) 00 + -1 — — — — — — — ------------ PAVEMENT ----------L FURNISH & INSTALL ® REMOVE INPLACE/REMAIN 0 REMOVE SIGN TYPE C SALVAGE (D INSTALL PAVEMENT MARKINGS SHALL BE MEASURED BY ACTUAL MATERIAL APPLIED. 1 I I INP. R/W — — I `--------------------------------- — I ----------------- ---J L 4O lils M'1 4DY � cS 65TH - EB III III III III III III III III nl m III III I II 1 1 I III L — — G ^ Lr) zz�=_----- + ,--I ------------- -------------- - — — — — — — — -- e==-- ------------------------ / i IDEAL AVE S 65TH STREET S 0 01 II S-201 O III II III > 'II STOP III a III lu a l4 IIo III I I� Q III II. EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING +88.1—j 111 \—+42.2 ---------------+1477777! ___Qti® — — — — 65TH — N INP. R/W n 0 25' 50' PROP. R/W III III 6S I III L — — G ^ 113 50.0 ON IDEAL AVE S I 65TH STREET S I I� STOP a y S-201 I a II I C-5 © Ii O Lr) O + 114 '"I NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 361 °Es1�"E° '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED �°P 65TH STREET edty Meet 2335 NFPhway33w SAP 180-121-001, SAP 180-123-001 °` APPROVED DES �h@re pride and ����� St. Paul, MN 55113 PROF. NO. 18038,8 1lstaatl.aom SAP 180-110-013, SAP 180-020-013 547 aAa? waw o 0 0 Lr) O ri ri frdyA 50' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - \ I 65TH - EB Q FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED EXISTING SIGNING & PAVEMENT MARKING BY ACTUAL MATERIAL APPLIED. 0 INPLACE/REMAIN 0 REMOVE SIGN TYPE C PROPOSED SIGNING & PAVEMENT MARKING Q SALVAGE © INSTALL NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 362 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP 65TH STREET er)ty neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 staatl.�m SAP 180-110-013, SAP 180-020-013 547 'A' waw _opo 0 0 50' �O C) QSIN OG S-202 O III ly ul III NI III III III I I I 123 IZ5, — — — — — — — — — — — — — ---------------------------`\ -------------- \ I �z I I zd� I SIII III III III III ® III III III iii III > III III w III Z III O5 65TH - EB III o III o III III z III III III III III --SII -— 12/ 00 ri i--------------------------------- v / ^ Q1 INNSDALE AVE S /i +/ 65TH STREET S S-203 STOP (D III nl III rn IIL__ III III III EXISTING SIGNING & PAVEMENT MARKING Q FURNISH & INSTALL Q REMOVE PAVEMENT MARKINGS SHALL BE MEASURED BY ACTUAL MATERIAL APPLIED. PROPOSED SIGNING & PAVEMENT MARKING Q INPLACE/REMAIN Qs REMOVE SIGN TYPE C Q SALVAGE Q INSTALL III I III � � II II lil li li li II II I II � - I OT -D I b I / I I 'I `i N -J .-v J L J J-------------- ----- OJ.S - ------ ��----- PROP. R/W �------®^ Q - -� �-_ V .v t�d 4SY / C-11 O II0 6S 1 +59.6 +06.4 4DY +79.9 G +91.0 +26.4 X35.0' L .. Ln �do +61.3 +38.4 U o N. Lr) +q = VO y + N 00 122 +71.4 123 n �� 0 1 128 4SY -/ ,--I 8<08 Q +05.2 � +71.4 +63.4 +52.0 � +94.2 +63.9 � +13.7 6s4DY S 12SY 4SY 4 G TYPICAL o � E) • N Li �I IDSEN AVE S w O N® INP. R/W J Q" I III a I III I 5TH ST E AVE S 65TH STREETS III > III 65TH STREETS N a I% I III z III I � 65TH - EB III o IIL__ STO S-202 III III -- S-203 --111 z III © III o III I © III z III III III C-10 III III I C-12 0 25 50' III III --I Q —SII lir-- O NO DATE APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF / Cottage Stantec 363 — DESIGNED JDP � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JD 65TH STREET edty Meet Stas HIgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED DES here pride andpt°sP St. Paul, MN 55113 PROF. NO. 18038,8 iisla't—c m SAP 180-110-013, SAP 180-020-013 547 END SAP 180-123-001 65TH - EB STA. 130+50.03 Lr)— — — — — — — — — — � p 131 + G N EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING / r O�i/� N YVr FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL '4a�° END SAP 180-123-001 4DY +11.2 65TH130 — / — 4S 65TH EB STA. 130+50.03 I/ _ _ _ _ _ ,1- 131 132 133 134 135 + 129 00 rel MATCH EXISTING ,i 4DY /F / 12SY 4DY S _ n _ �, 0 0 N 25' so' N 25' so' NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 364 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP 65TH STREET erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 0' ' waw _opo �Z 25' 50' EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING °0 1 1411 III III III III III IIH--- II III III O INP. R/W IDEAL it V � 10+00 11+00 IDEAL AVE C -L — 4DY — — — — II I III III III \ II I III III II I STo II I I Sn � rn Q III III III LI � If, FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL m NO I DATE I APPR REVISION SURVEY Pew CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF / Cottage Stantee 365 °°�°"°° '°° � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED iDP IDEAL AVENUE ericy neer 2335 Highway W SAP 180-121-001, SAP 180-123-001 OF APPROVED DRs "here pride an,QrosP St. Paul, MN 55113 PROF. NO 18038,8 1lstaatac.aom SAP 180-110-013, SAP 180-020-013 547 III III III "I III III II I II I III III III II III ip III III III III III III III o IIF__- III III III III III III z 10 III III (D III III u0 III ��� ---- —----��—__� ________________ 10+00 IDEAL AVE 11+00 12+00 13+00 16+00 I IDEAL /�- I III I+I = n I I It III III Ijl �� II 0 �rn I r" I I I I II II cn � I I I I II �Z III III III III III III III I I I I � I I II II II 25' 50' SPECIFIC NOTES: I GENERAL NOTES: �Z 25' 50' EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING °0 1 1411 III III III III III IIH--- II III III O INP. R/W IDEAL it V � 10+00 11+00 IDEAL AVE C -L — 4DY — — — — II I III III III \ II I III III II I STo II I I Sn � rn Q III III III LI � If, FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL m NO I DATE I APPR REVISION SURVEY Pew CITY OF COTTAGE GROVE MN u"ra DRAWN SMV/MAF / Cottage Stantee 365 °°�°"°° '°° � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED iDP IDEAL AVENUE ericy neer 2335 Highway W SAP 180-121-001, SAP 180-123-001 OF APPROVED DRs "here pride an,QrosP St. Paul, MN 55113 PROF. NO 18038,8 1lstaatac.aom SAP 180-110-013, SAP 180-020-013 547 O Q .O Oop ' 5wo oOzo S� 0300 �DOQ Qo Oa -o O aQ0 -m6; O=F.Q Q3Q Q oO�zi Qn¢� O 3 a F Q 0 0 25' 50' Q FURNISH & INSTALL ® REMOVE PAVEMENT MARKINGS SHALL BE MEASURED EXISTING SIGNING & PAVEMENT MARKING BY ACTUAL MATERIAL APPLIED. �z INPLACE/REMAIN 0 REMOVE SIGN TYPE C PROPOSED SIGNING & PAVEMENT MARKING Q �SALVAGE © INSTALL U -7 .$ 0 25' 50' REVISION SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 F F Cottage ® Stantec � Grove (G ,,,pelitY Meet 2335 Highway 36 W here Pride dndP St. Paul, MN 55113 —taut—c— CITY OF COTTAGE GROVE, MN F"EEF SIGNING & PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 366 JAMAICA AVENUE SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 BEGIN SAP 180-110-013 JAMAICA - SB JAMAICA - NB STA. 601+24.84 O 0 1 2 3 O in ---------------------- ----------- ---------------------------- -------------------- ------------------------------ + M 446 447 448 449 450 451 452 ----------------------- ______----- O i Z JAMAICA - NB 0 25' 50' SPECIFIC NOTES: GENERAL NOTES: EXISTING SIGNING & PAVEMENT MARKING Q FURNISH & INSTALL ® REMOVE PAVEMENT MARKINGS SHALL BE MEASURED BY ACTUAL MATERIAL APPLIED. PROPOSED SIGNING &PAVEMENT MARKING QINPLACE/REMAIN 0 REMOVE SIGN TYPE C Q SALVAGE © INSTALL JAMAICA - SB BEGIN SAP 180-110-013 JAMAICA - NB STA. 601+24.84 ��ro INP — — — — — — — — — — — — — — — — — 4SY 4S - - 0 ! 1 2 +86.7 3 O in rn 446 447 448 449 450 y 451 452 -- +24.8 +27.4-\ 27.4 +77.4 ---------------------- +77.1 Z E) CD INP. RNV J/ O *4po4v'(P�Z"\ JAMAICA - NB 0 25' 50'ey- K NO DATE APPR REVISION SURVEY SEW Cottage Grove ,,,,perity neer "here Stantee zags Hlgnway36w SIGNING &PAVEMENT MARKING PLAN AVENUE CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 DRAWN SMV/MAF 367 DESIGNED '°` CHECKED JDPJAMAICA OF APPROVED DRS pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 aAa waw _opo JAMAICA - SB END SAP 180-110-013 JAMAICA - SB STA. 611+64.29 n O� O �n 4 S 6 7 8 9 9 M L r 453 454 455 456 457 458 459 ------ --------- i 0 <s> JAMAICA - NB Z 0 25' 50' SPECIFIC NOTES: GENERAL NOTES: Q FURNISH & INSTALL ® REMOVE PAVEMENT MARKINGS SHALL BE MEASURED EXISTING SIGNING & PAVEMENT MARKING BY ACTUAL MATERIAL APPLIED. QINPLACE/REMAIN Os REMOVE SIGN TYPE C Q SALVAGE (D INSTALL PROPOSED SIGNING & PAVEMENT MARKING T a N d � O C .j JAMAICA - SB END SAP 180-110-013 INP. R/W JAMAICA - SB STA. 611+64.29 — — — — — — — — — — — — — C)n 2 i — — — — — — — — — — 4SY 4S �---� Lr)O 4 5 +36.6 6 7 .3 8 9 + ------ rn i +86.6 453 454 455 456 457 458 459 ------ — --------- --- ------ i— --------------- ------------ - — — — — — -— — — — — — — — — — — — — INP. JAMAICA - NB Z D 25' 50' NO DATE APPR REVISION SURVEY PEW Cottage � Grove ,,,,pericy Meet "h@fe Stantee ags Highway 36w SIGNING &PAVEMENT MARKING PLAN JAMAICA AVENUE CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 DRAWN SMV/MAF 368 Desi�NPD 'DP CHECKED JDP °F APPROVED DRS pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 O Q .O At 52t oOzo S� 0300 may O=F.Q Q3Q Q Qnz� aAa= waw _opo 0 25' 50' i�)Z 0 25' 50' FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING JAMAICA AVE JAMAICA AVE NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 369 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP JAMAICA AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 O Q .O haw oop soQp 03o0 �oox Qo a o wowd wio m.5 o,=Q h=�o Q a Aao Q 0 u� �z o> I OF ZX �o E; oo QEo o°or N (k 0 25' 50' BEGIN SAP 180-121-001 RAVINE - EB STA. 170+32.69 RAVINE - WB L 371 372 _J71 T 171 172 �Y 1]3 � L RAVINE - EB SPECIFIC NOTES: GENERAL NOTES: EXISTING SIGNING & PAVEMENT MARKING OQ FURNISH & INSTALL ® REMOVE PAVEMENT MARKINGS SHALL BE MEASURED BY ACTUAL MATERIAL APPLIED. Qz INPLACE/REMAIN 510 REMOVE SIGN TYPE C PROPOSED SIGNING &PAVEMENT MARKING Q SALVAGE (D INSTALL y � o RAVINE - WB Imp U I I BEGIN SAP 180-121-001 I �I 4S RAVINE - EB III STA. 170+32.69 I G +75.0 II 4S +36.9 I 70 371 +33.4 372 I 373 6S +87.5 III Ln 71 16 I � G + II o n II 70 171 172 ,y II II �I +75.211 173 III +04'8 4SY II \ RAVINE - EB I 4S I� II C) o� all a — N I I � 1♦ �J 0 � � �� II O gJ O it � I � PROP. R/W 0 25' 50'I III , I NO DATE APPR REVISION SURVEY SW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF Cottage Stantee 370 Desi"eD '°` Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDPRAVINE PARKWAY erity neer zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here pride andprosP St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 0 0 25' 25' 50' 50' RAVINE - WB 351 _ - 3]6 374 U-) k —— � vs - v4 RAVINE - EB / 1?6 EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL NO DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV,S.E CITY OF COTTAGE GROVE, MN Cottage ® Stantec 371 DESIGNED 'DP � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 3DP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride a,',,,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 O Q .O haw oop soQp 03o0 �oox Qo a o wowd wio m.5 o,=Q h=�o Q ooh= A aa Q 0 2� 0 25' 50' 'C3 J ON O v7 FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL PROP. R/W RAVINE - WB 3]9 RAVINE - EB EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING ®"O V RAVINE - WB 379 3$0 iso U 317 N is? p J � + +98.9 I!: +69.0 182 O O 178 179 180 181 177 +01.0--,----4S +59.6 +18.9 4S i RAVINE - EB O� PROP. R/W 0 25' 50' NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN a"ra DRAWN SMV/MAF Cottage Stantee 372 — DESIGNED 'DP � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS "here pride and prose St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 aA, 0 0 RAVINE - WB 385 - 39 - J� 85 Q - 169 RAVINE - EB 0 25' 50' EXISTING SIGNING & PAVEMENT MARKING Q FURNISH & INSTALL ® REMOVE PAVEMENT MARKINGS SHALL BE MEASURED BY ACTUAL MATERIAL APPLIED. PROPOSED SIGNING & PAVEMENT MARKING ZQ INPLACE/REMAIN 510 REMOVE SIGN TYPE C Q SALVAGE © INSTALL ®U 0 PROP. R/W ®U 0 i RAVINE - WB o a (a o' Q RAVINE EB 3g5 383 +59.7 +60.4 384 S 4SY +19.1 Nis! FPKWf- 6 G r Ar S_ cN CO +60.1 4S S- 4 185 "c") +01.1 183 6S +36.4 184 G 4S 2 PROP. R/W 2 Q — � 7 U O Y \�T E) O O 61 OO pPF, V I o�°c y o o °a 0 £Z"OO C-10 0 25' 50' (D 0 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN a"ra DRAWN SMV/MAF Cottage Stantee 373 — DESIGNED 'DP � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 3DP RAVINE PARKWAY edty neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRS ""i pride and ����� St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 m55 o=F.a h¢�o a aAa= waw o N (k RAVINE - WB 0 25' 50' —ae — 3L7 3§8 3§9 351° �°j— _ Ln M 'F fN cV + III III "J 8fi — II III 187 lss 1 s9 190 191 STO III III — III III P — III III 9Z ul Iu ul w 0 ul nl ul rn ul III ul nl III III III III III w III In a u RAVINE - EB III LL III QI � III jl III jl III SPECIFIC NOTES: GENERAL NOTES: EXISTING SIGNING & PAVEMENT MARKING QQ FURNISH & INSTALL Q REMOVE PAVEMENT MARKINGS SHALL BE MEASURED BY ACTUAL MATERIAL APPLIED. zQ INPLACE/REMAIN 0 REMOVE SIGN TYPE C PROPOSED SIGNING &PAVEMENT MARKING N Q SALVAGE © INSTALL 0 QC -23 O RAVINE PKWY JEFFERY AVE cQo FunazE ° ORO- ° °O XIBJSim S-2 0 25' 50' 8 0 L_I Q Qo — — INP. WW�0U — — — — — — — 4S 4S O S + +88.4 G +69.9 +38.5 +94.1 + .9 366 387 6S 388 389 390 G 0 0 +00.9 39 +71.4 +94.8 392 fN � Ln 4SY y N RAVINE - WB + U U Q � ^' +54.6 +20.0 s 166 187 188 189 190 191 +81.9 ef:+69.9 +70.0 192 6S 0 E) V RAVINE - EB a" @ RAVINE STOP 01) INP. R/W PKWY JEFFERY AVE III LL III b C-10 Q III 0 i NO DATE APPR REVISION SURVEY PEWMAF CITY OF COTTAGE GROVE MN 3HE� DRAWN SMV/MAF Cottage Stantee 374 — DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Hlg nway36w SAP 180-121-001, SAP 180-123-001 o` APPROVED DRS "here pride and Qf°`�P St. Paul, MN 55113 PROF. NO. 1803878 —tact—c— SAP 180-110-013, SAP 180-020-013 547 'A'= waw _opo A) 0 25' 50' / RAVINE - WB �Qo k 193 s k ms's 194 195 RAVINE - EB / RAVINE - WB INP. R/W 0 25' 50' \ O 196 EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING RAVINE - EB 19] 198 FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL r i Ln ILn "° DATE I APPR REVISION SURVEY AWN SEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 375 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""ere pride and,,,, St. Paul, MN 55 113 PROF. NO. 198038,8 stanza ." m SAP 180-110-013, SAP 180-020-013 547 O 0 haw oop swo oozo a� 0300 m55 o=F.a hQ�Q a a Aao waw o N (k 0 25' 50' N (k 0 25' 50' N zoo — 201 202 RAVINE - EB Oti 201 EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING RAVINE - EB O FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL ©Ij NO DATE I APPR REVISION SURVEY AWN PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 376 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 19803878 staat°c.°om SAP 180-110-013, SAP 180-020-013 547 aAa? waw o \' A) 0 25' \v 8) 0 25' 50' ryYL I I � II I I II II II � II II I II I II II I I II III II I I I I 20S I ma zoi II II II II I II II I I RAVINE - EB I II II � II I I SPECISPECIF EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING 207 �8 RAVINE - WB FURNISH FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL 2 RAVINE - WB 4S _ — RAVINE - EB e 21 Q 2 ® PROP. R/W NO DATE APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE, MN DRAWN SMU/MAF Cottage Stantee 377 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 —taut—c— SAP 180-110-013, SAP 180-020-013 547 O Q .O haw oop swo oozo x2 0aR0 o=F.< ooh= aAao ~0 0 Y (k 499 0 25 50' — a o 91 \ RAVINE - WB \ \ q2 — \ 21—� \ O 211 � ^h. V RAVINE - EB \ 0 N 25' 50' EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 378 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 RAVINE - WB -\ 414 415 416 417 418 4119 42-0 Ln N N N + N Ln + N U'I ue zn us u9 220 221 222RAVINE - EB N (1) 0 25' 50' SPECIFIC NOTES: GENERAL NOTES: EXISTING SIGNING & PAVEMENT MARKING Q FURNISH & INSTALL Q REMOVE PAVEMENT MARKINGS SHALL BE MEASURED BY ACTUAL MATERIAL APPLIED. PROPOSED SIGNING & PAVEMENT MARKING Q INPLACE/REMAIN Q REMOVE SIGN TYPE C 0 (DC -23 (D Q SALVAGE Q INSTALL Oq°,o FUnxE OT -D ° ooaD� °CC°o° UO n op ��s�1 p,, ®N o� PROP. R/W*pp';e'jp- = cv a°ob° OJ.7 LJ wArArk O o0 0o O cv cv RAVINE - WB + 4S 6S +26.5 A +88.6 +38.5 G 4S 414 415 416 417 36.4—/418 419 420 +37.3 i 4SY RAVINE PKWY N r JOLIETAVE m 4SY �O N Ln 1 S-3 + NLri 6S Q Lri 216 217 218 +45.5 4S 219 G 220 221 222 +15.5 6S RAVINE EB G LffArs w e n® °o�oO 91 0 O a 0 7 W NJ� sz OT pp ^' 8 O O� 0 25' 50' NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN SH1U DRAWN SMV/MAF Cottage Stantee 379 — DESIGNED 'DP � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS cnecKeD SDP RAVINE PARKWAY edty Meet 2335 Rlgnway33w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRS "here pride and Prose St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 O Q .O haw oop soQp 03o0 �ooa ao oA-o wows wio m�5 hQ�Q a a A of 0 a 223 RAVINE - WB 42 42?4 4J?5 4J?6 224 225 226 227 228 RAVINE - EB Q FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED EXISTING SIGNING & PAVEMENT MARKING BY ACTUAL MATERIAL APPLIED. QINPLACE/REMAIN Os REMOVE SIGN TYPE C PROPOSED SIGNING & PAVEMENT MARKING Q SALVAGE © INSTALL END SAP 180-121-001 RAVINE - EB STA. 228+45.76 N (k 0 25' 50' a Y YEND SAP 180-121-001 RAVINE - EB / I STA. 228+45.76 RAVINE WB 424 - - 425 +78.9-1 42 4 107 u') 4SY _ n r+�l OOJ y H +05.3 N N 223 224 225 226 227 /� 228 22 229 +79.0 +02.61 J 4S F n +56.2 G Q V 82On C) RAVINE - EB On � I N D 2a' so' NO DATE APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF Cottage Stantee 380 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP RAVINE PARKWAY edty Meet 2335 Rlgnway33w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRshere pride and ptosP St. Paul, MN 55113 PROF. NO. 18038,8 iisla't—c m SAP 180-110-013, SAP 180-020-013 547 II II II I II 4?74J,7 � I I I I I 229 I I I �I 229 I I I I � I I Ifs II II II II I I II II II II I END SAP 180-121-001 RAVINE - EB STA. 228+45.76 N (k 0 25' 50' a Y YEND SAP 180-121-001 RAVINE - EB / I STA. 228+45.76 RAVINE WB 424 - - 425 +78.9-1 42 4 107 u') 4SY _ n r+�l OOJ y H +05.3 N N 223 224 225 226 227 /� 228 22 229 +79.0 +02.61 J 4S F n +56.2 G Q V 82On C) RAVINE - EB On � I N D 2a' so' NO DATE APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF Cottage Stantee 380 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP RAVINE PARKWAY edty Meet 2335 Rlgnway33w SAP 180-121-001, SAP 180-123-001 OF APPROVED DRshere pride and ptosP St. Paul, MN 55113 PROF. NO. 18038,8 iisla't—c m SAP 180-110-013, SAP 180-020-013 547 393 394 395 r9 r9q SPECIFIC NOTES: GENERAL NOTES: 396 RAVINE - WB 1Q) FURNISH & INSTALL ® REMOVE PAVEMENT MARKINGS SHALL BE MEASURED EXISTING SIGNING & PAVEMENT MARKING BY ACTUAL MATERIAL APPLIED. Q INPLACE/REMAIN Os REMOVE SIGN TYPE C PROPOSED SIGNING & PAVEMENT MARKING Q SALVAGE © INSTALL 397 398 399 INP. R/W �O "O 4S RAVINE - WB Lf) M ON ON M N (k 0 25' 50' Lf) M ON ON M N �/ 0 25' 50' NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF Cottage Stantee 381 Desi�NPD 'DP � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY ericy Meet ags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "h@fe pride and ��,,pSt. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 0 \ \ 402 EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING 4T RAVINE - WB FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL NO DATE I APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 382 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 l - - O _ -h W RAVINE - WB N 0 25' W. .P 1 O ON -h W O N 0 25' W. - 213 � Al RAVINE - EB 2» 2,0 i i SPECIFIC NOTES: I GENERAL NOTES: \ \ PROP. R/W INP. R/W — N RAVINE - WB RAVINE - EB EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING PROP. R/W Q FURNISH & INSTALL ® REMOVE PAVEMENT MARKINGS SHALL BE MEASURED Q INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. Q SALVAGE © INSTALL NO V / M N 7 M N NO DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 383 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 3DP RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 O 0 At set ao=', A E5 _2 o=F.< he< N IF I ` p 1 ml i 1 / / e If If % _ 70TH ST If ma / I ate_` •• \\ ql III NI III I�_ Nl IlI 70TH ST — /// FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN Os REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL 25' 50' q� IV _ �\ 1 \1\ \ `a I 1 EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING — � 70TH ST --- -------------- ZZZ— zzzzzzzzzz NO I DATE I APPR REVISION SURVEY Pew CITY OF COTTAGE GROVE MN 11 EFT DRAWN SMV/MAF / Cottage Stantee 384 DESIGNED 'DP � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP 70TH STREET edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRshere pride an,Q,osP at. Paul, MN sst3 PROF. NO ,8038,8 sraRr�.�m SAP 180-110-013, SAP 180-020-013 547 oto= waw o 1 I I I I I 1 I 1 dI I A I I I II 1 1 N A I I I +I I I 1 I �I I I IIE _J 1 o l A \\ \\ I I 1 \i+ \ II II -------�\ /�/ i/ \ \\\ �® �-7 — ---7-------------�-------------------- ________________________________ ----- __---R_ KEATS AVE > — — = z===��========---------i�����—_� __________ ____------------------------------------ / \ \ Z \\\ \\\ 0 I 0®\ r s 4 /�+4 /////, ��� N /♦ / / 6 0 25' 50' \ \ ♦\ I\� /� �i ,/ ,/ SPECIFIC NOTES: GENERAL NOTES: 0 \ I 11 II III I I _III II Ip IF i� i l l Ilii m l l 1 / / 14 VI / ----------------- EXISTING SIGNING & PAVEMENT MARKING Q FURNISH & INSTALL ® REMOVE PAVEMENT MARKINGS SHALL BE MEASURED BY ACTUAL MATERIAL APPLIED. QINPLACE/REMAIN 0 REMOVE SIGN TYPE C PROPOSED SIGNING &PAVEMENT MARKING Q SALVAGE © INSTALL KEATS AVE — .'iia p i i i NO DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 385 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KEATS AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 I I �� II o 13 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — ° KEATS AVE MILITARY RD II II II II Z 25'50' SPECIFIC NOTES: GENERAL NOTES: EXISTING SIGNING & PAVEMENT MARKING Q FURNISH & INSTALL ® REMOVE PAVEMENT MARKINGS SHALL BE MEASURED BY ACTUAL MATERIAL APPLIED. Qz INPLACE/REMAIN 0 REMOVE SIGN TYPE C PROPOSED SIGNING &PAVEMENT MARKING Q SALVAGE © INSTALL O O / / (D LU QKEATS AVE ----------- ------------- 25' 50' �i I I It -------------------------------- - — — — — — — — — — — — — - - — — — — — — — — — — — -------------- -------------------------------- � �--LI o//I/,- EMI LU z J H Q "° I DATE I APPR REVISION SURVEY PBW CITY OF COTTAGE GROVE MN 3"E� DRAWN SMU/MAF / Cottage Stantee 386 Desi"eD '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED SDP KEATS AVENUE erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED DRs "here pride an,,,,,p St. Paul, MN 55113 PROF. NO 18038,8staatl.�m SAP 180-110-013, SAP 180-020-013 547 F) =. < Q3Q ooQ= a - LU z J U Q 0 0 PIN LAIM EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING (�� Z 25' 50' KEATS AVE r --I I I I I I I I I I I I I I I I I I I I I I I / I / I --------/ ---------------------------------------- - FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL I I I I I I I I I I I I I i I I I I I I / I / I --/----------------------------------------------------------- - LU z J U Q LU z J H Q NO DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 387 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KEATS AVENUE erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 staatl.�m SAP 180-110-013, SAP 180-020-013 547 aAa waw _opo Z 0 25' 50' I I I I I I I I BEGIN SAP 180-020-013 I I KEATS I I STA. 501+95.14 I I I I I I I I I KEATS I I ----------------------------------------�----- ----------------------- -- -----------------— ----- 0 soo 501 502 — — — 503 KEATS AVE — — 504 — — — 505 — — — 506 — + 0 Ln 500 501 EXISTING SIGNING & PAVEMENT MARKING Q FURNISH & INSTALL Q REMOVE PAVEMENT MARKINGS SHALL BE MEASURED BY ACTUAL MATERIAL APPLIED. Qz INPLACE/REMAIN Os REMOVE SIGN TYPE C PROPOSED SIGNING &PAVEMENT MARKING Q SALVAGE Q INSTALL I I I I BEGIN SAP 180-020-013 I I KEATS I I STA. 501+95.14 I I INP. R/W I I Wag I I U KEATS 4S +20.1 p 506 + +70.1 �10 O Lf) +20.1 4DY 4S F I I I — — — — — � I INP. �q N �v I I �Z I � � I 0 25' 50' I I NO DATE APPR REVISION SURVEY PEW DRAWN SMV/MAF Cottage Stantee CITY OF COTTAGE GROVE MN / — 388 DESIGNED 'DP � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP ericy Meet ags Highway 36w "h@fe KEATS AVENUE SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS PROF. NO. 1803878 pride and �,,,pSt. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 aAa waw _opo I — II 1 I I / / I I i L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------------------------ 0 507 508 509 510 511 KEATS AVE 5112 _ L _ 51� _ L + � O — — — — — — — — — — — — — — — — — — M —1 Lf) Lf1 ---------------------------------------- -- -----\ --------------------- / I---------- I I / 2&E) Z KEATS 0 25' 50' SPECIFIC NOTES: GENERAL NOTES: EXISTING SIGNING & PAVEMENT MARKING Q FURNISH & INSTALL Q REMOVE PAVEMENT MARKINGS SHALL BE MEASURED QINPLACE/REMAIN Q REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. PROPOSED SIGNING &PAVEMENT MARKING Q SALVAGE Q INSTALL INP. R/W z ad 4S 4DY 4S 4DY +91.1 +41.1 +06.1—/1KEATS AVE +28.8 0 0 507 S 508 509 510 511 12 + �p C) M +� Lf1 Lf1 +92.5 +02.2 4S 24SY TYPICAL SPAM I KEATS I / / — — — — — — I — — — — — — — — — — — — /' / / — — — — — Z I I I I INP. R/W 0 25' 50' NO DATE APPR REVISION SURVEY PEW Cottage � Grove ericy Meet �,,,p "h@fe Stantee ags Highway 36w SIGNING &PAVEMENT MARKING PLAN KEATS AVENUE CITY OF COTTAGE GROVE MN / RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 u"Ea — DRAWN SMV/MAF 389 DESIGNED 'DP CHECKED JDP °F APPROVED DRS pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1803878 a Aa? waw o O M Lr) FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN (D REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL INP. R/W END SAP 180-020-013 KEATS STA. 515+16.10 ---------------------------- ---------------------------- 16.1 KEATS AVE I I I I I I I I I I I I I I � I I I / I I I / l/ l ------------------ — — — — — — — — — — — — / EXISTING SIGNING & PAVEMENT MARKING — — — — — — — — — — — — — — — — — — — — — — — — — — -- \ l \ r 1 I 1 I 1 I I I I I I I I I I Z I I I I � I ,i 0 25' 50' PROPOSED SIGNING & PAVEMENT MARKING 516 517 KEATS I ---I I I I I I I / I / 1 --------- ----------- 517 -------------\----- 517 �a I I I i I I I I I I I I I I I I I I / l --- — — — — — — — — — — — — — — — — — — — — —_ — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ I 0 I I I I � I I o INP. R/W I I (SW zoo I � ©bio �z II I zd rn�rl! � I 0 25' 50' NO DATE I APPR REVISION SURVEY SEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF / Cottage Stantee 390 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP KEATS AVENUE er)ty neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 1803878 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 aAa FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN Os REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING Iw H J MTI TTARY Rf1 QA FURNISH AND INSTALL 2 ORANGE FLAGS ABOVE SIGN ORIENTED 45 DEGREES TO VERTICAL. 0 25' 50' W Z J MILITARY RD Q - -� - - - - --- --- ----- --- --- --- --- --- --- --- --- --- --- --- --- (E) --Oi G up411 1E W �R R 0 25' 50' NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF Cottage Stantee 391 Desi�NPD 'DP � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP JAMAICA AVENUE ericy Meet zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "h@fe pride and ,,,,pSt. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 O Q .O At - 52t oOzo S� 0300 may O=F.Q Q3Q Q Qn¢� 'A'= waw of "(S� 0 25' 50' Lu z J U MILITARY RD FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL 0 25' 50' EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING R 0 E) ------ — — — — — — — — — — — — — EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING LU z J Q g MILITARY RD ---- - --- --- --� --- --- --- n�� 8�Vi� N FURNISH AND INSTALL 2 ORANGE FLAGS ABOVE SIGN ORIENTED 45 DEGREES TO VERTICAL. LU z J U Q LU z J Q NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 392 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY ROAD erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 R ^'� Z m C�O O ------ — — — — — — — — — — — — — LU z J Q g MILITARY RD ---- - --- --- --� --- --- --- n�� 8�Vi� N FURNISH AND INSTALL 2 ORANGE FLAGS ABOVE SIGN ORIENTED 45 DEGREES TO VERTICAL. LU z J U Q LU z J Q NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 392 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY ROAD erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 a a? 0 25' 50' /O Q / U m 0 W L �° W Z — MILITARY RD ---------------- — -------------------------- ----------------- ----- I ii I i II STO u I I u I I li 02 II I I II I I u u I II SPECIFIC NOTES: GENERAL NOTES: Q FURNISH & INSTALL ® REMOVE PAVEMENT MARKINGS SHALL BE MEASURED EXISTING SIGNING & PAVEMENT MARKING �z INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. Q PROPOSED SIGNING &PAVEMENT MARKING SALVAGE (D INSTALL QA FURNISH AND INSTALL 2 ORANGE FLAGS 0 25' 50' ABOVE SIGN ORIENTED 45 DEGREES TO VERTICAL. S Pci -- --- ♦0 Vo 1 � 4DY LU 2 � 2 -------- ------------------ _ _ _ _ G MILITARY RD 24S E) 0 G S -- —' - — — — — — — — — - — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — - ---------------- LU ii I Q II III STD p e� u H I II I Q I II 2 II I Q II NL MT 00 TE APPR REVISION SURVEY AWN SEW CITY OF COTTAGE GROVE, MN DRAWN SMU/MAF Cottage Stantee 393 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY ROAD erity neer 2336 Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS "here pride an,,,,,p St. Paul, M" 55 113 PROF. NO. ,98038,8 1 —tanta ." m SAP 180-110-013, SAP 180-020-013 547 'A' w of W Z J U Q 0 25' 50' 0 25' 50' FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING N (Z) FURNISH AND INSTALL 2 ORANGE FLAGS ABOVE SIGN ORIENTED 45 DEGREES TO VERTICAL. W Z J U Q W Z J NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 394 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY ROAD erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 m�5 0A< Q3Q a 0 25' 50' LU © <e> W Z Z J J Q— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — MILITARY RD ------- ----------- ------- ------------------------------------------------------- --------------------------------------------- SPECIFIC NOTES: GENERAL NOTES: Q FURNISH & INSTALL ® REMOVE PAVEMENT MARKINGS SHALL BE MEASURED EXISTING SIGNING & PAVEMENT MARKING �z INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. Q SALVAGE © INSTALL PROPOSED SIGNING &PAVEMENT MARKING 0 25' 50' LU <e>Q W Z 4DY Z J J Q— — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - MILITARY RD ------ -------------------------------------------------------------- ovA1 NO DATE APPR REVISION SURVEY PEW Cottage Stantee � Grove prose erity neer zags Highway "here 1 SIGNING &PAVEMENT MARKING PLAN MILITARY ROAD CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 a"ra — DRAWN SMV/MAF 395 DESIGNED 'DP CHECKED JDP °` APPROVED DRS pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 18038,8 oho= waw of W Z J U Q t� 0 25' 50' t� 0 25' 50' FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL MILITARY RD c� z 0 O�w Sao EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING --------------------------------------------------------------------------- ----- :: APPR I REVISION I SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 Cottage ®Stantec � Grove (G ,,,pelitY Meet 2335 Highway 36 W here Pride dndP St. Paul, MN 55113 W W W Stant—c— MILITARY RD W Z J U Q CITY OF COTTAGE GROVE, MN F"EEF SIGNING & PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 396 MILITARY ROAD SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 'A' w of 0 25' 50' -------------------� --— — — — — — — I i I � I � � I 25' 50' FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL I I I w � I Z � I � U --------------------------------------------------------------------------------------- MILITARY RD — — — — — — — — — — — — — — — — ---------------------------------------------------------------- � I 1 I J I I � L � — J EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING -------------------------------------- W--------------------------------------- Z J = MILITARY RD H Q —__— ----------------- o�ap I ' I � I NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 397 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY ROAD erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 193803878 SAP SAP 180-110-013, SAP 180-020-013 547 0 25' 50' a 1 0 2E Lu z J Q ------------------------------------------------------------ MILITARY RD— Q FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED EXISTING SIGNING & PAVEMENT MARKING BY ACTUAL MATERIAL APPLIED. �z INPLACE/REMAIN Os REMOVE SIGN TYPE C PROPOSED SIGNING & PAVEMENT MARKING Q SALVAGE © INSTALL N�� m�0 —————------------- �F ... Lu z J Q MILITARY TRAIL Lu z mmm_ � I I I 0� tox> u0 I ��1 III O L� ISI I I I NO DATE APPR REVISION SURVEY NEW CITY OF COTTAGE GROVE MN DRAWN SMV/MAF Cottage Stantee 398 — DESIGNED '°° � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JD MILITARY ROAD edtY Meet Stas Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` AEERoveD DES here pride and ptosP St. Paul, MN 55113 PROF. NO. 18038,8 s1—t—c m SAP 180-110-013, SAP 180-020-013 547 a Aa? waw W Z J U Q FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL W Z J 2 — U Q 0 25' 50' MILITARY RD E'2 i � r' —a :161110[ml[4:1011►[ MWTIV/g 514019 a F_1 R1010 W Z J U Q PROPOSED SIGNING & PAVEMENT MARKING 0 25' 50' — — — W Z J U Q MILITARY TRAIL R.2 � (— II F - NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE, MN "�� DRAWN SMU/MAF Cottage Stantee 399 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY ROAD erity neer zags Highway 361 SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride .,',,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 O Q .O At - 52t oOzo S� 0300 may O=F.Q Q3Q Q 'A' w of 0 0 "(S� 25' 50' 25' 50' FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING MILITARY TRAIL OmFg D in Z �-_ _ Z_ O�w Zoo a toto NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN "�� DRAWN SMU/MAF Cottage Stantee 400 DESIGNED '°` � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JDP MILITARY ROAD erity neer 23351 Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 O Q .O At - 52t o Ozo S� 0300 may O=F.Q Q3Q Q Q�a= 'A' waw of 0 0 LU z J U Q LU z J Q "(S� 25' 25' 50' 50' ___ ------------------- FURNISH & INSTALL ® REMOVE I PAVEMENT MARKINGS SHALL BE MEASURED INPLACE/REMAIN 0 REMOVE SIGN TYPE C BY ACTUAL MATERIAL APPLIED. SALVAGE © INSTALL EXISTING SIGNING & PAVEMENT MARKING PROPOSED SIGNING & PAVEMENT MARKING MILITARY TRAIL NO DATE I APPR REVISION SURVEY PEW SHEEP DRAWN SMV,S.E CITY OF COTTAGE GROVE, MN Cottage ® Stantec 401 DESIGNED 'DP � Grove SIGNING &PAVEMENT MARKING PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JED MILITARY ROAD erity neer 23351 Highway SAP 180-121-001, SAP 180-123-001 °F APPROVED DRS ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 18038,8 iistantec.�m SAP 180-110-013, SAP 180-020-013 547 �o BOX CULVERT AND BRIDGE KEY PLAN BOX CULVERT BB BENCHMARK MIN. SELECT 6X6 PRECAST BEGINNING OF PROJECT MOD. MODIFIED BOT. BOTTOM NO. NUMBER GRANULAR CONCRETE BOX 6X6 PRECAST COARSE FILTER GEOTEXTILE GEOTEXTILE RANDOM RIPRAP STATION LOCATION ALIGN EMBANKMENT CULVERT END CONCRETE BOX AGGREGATE (CV) FILTER TYPE FILTER TYPE CLASS III NOTES EOP END OF PROJECT (CV) SECTION CULVERT MAXIMUM W.P. WORKING POINT O O EACH LIN FT CU YD SQ YD SQ YD CU YD CU YD W.B. CULVERT RAVINE-WB2 2200 2 108 178 257 25 9 E.B. CULVERT RAVINE-EB2 3400 2 132 211 303 25 9 TOTAL 5600 4 240 1 389 1 560 1 50 1 18 CONSTRUCTION NOTES: THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. USE CLAY OR OTHER IMPERMEABLE MATERIAL AVAILABLE AT THE JOBSITE TO BACKFILL AROUND BOX CULVERT END SECTIONS. INCLUDED IN THE BID PRICE FOR CULVERT ITEMS. IF IMPERMEABLE MATERIAL IS NOT AVAILABLE, EXCAVATION MATERIAL MAY BE USED IF APPROVED BY THE ENGINEER IN THE FIELD. INCLUDE THE COSTS OF CLEARING AND GRUBBING REQUIRED FOR NEW BRIDGE AND NEW CULVERT INSTALLATION IN OTHER BID ITEMS. VERIFY PROPER POSITIONING OF THE BOX CULVERTS AND BRIDGE PRIOR TO COMMENCEMENT OF CONSTRUCTION. IF THE POSITION IS NOT COMPATIBLE WITH THE STREAM WHEN STAKING IS COMPLETE THE NOTIFY THE SEALING ENGINEER. BOX CULVERT INSTALLATION NOTES: WATERPROOF SEAL ALL PRECAST BOX CULVERT JOINTS AS FOLLOWS: • SEAL ALL BOX CULVERT JOINTS WITH APPROVED PREFORMED RUBBER OR BITUMINOUS MASTIC JOINT SEALER AROUND FULL BOX SECTION (EXCEPT SIDES AND BOTTOM ONLY AT APRONS). APPLY MASTIC JOINT SEALER MATERIAL IN ACCORDANCE WITH THE RECOMMENDATION OF THE MANUFACTURER. • SEAL THE EXPOSED EXTERIOR OF EACH JOINT TOP AND SIDES (EXCEPT SIDES ONLY AT APRONS) WITH AN APPROVED MEMBRANE WATERPROOFING SYSTEM PER SPEC. 2481.3.8. INCLUDE ALL WORK AND MATERIALS NECESSARY TO WATERPROOF JOINTS IN BID ITEM "6X6 PRECAST CONCRETE BOX CULVERT'. KFYNOTFS- Ol SEE SHEETS 417 - ### FOR PEDESTRIAN BRIDGE PLANS AND DETAILS. O INCLUDE THE COST OF STRUCTURE EXCAVATION IN THE PRICE BID FOR "6X6 PRECAST CONCRETE BOX CULVERT', INCLUDE ALL EXCAVATION NECESSARY FOR CONSTRUCTION OF THE BOX CULVERTS AND INCLUDE ALL ADDITIONAL COSTS RELATED TO EXCAVATION OF BOULDERS, COBBLES, DEBRIS, ETC. rf ALSO INCLUDES THE DISPOSAL OF SURPLUS MATERIAL. NO DIRECT COMPENSATION SHALL BE MADE FOR EXCAVATION OR DISPOSAL. O3 COARSE FILTER AGGREGATE TO CONFORM TO SPEC. 3149.2.H AND THE DENSITY OF THE COARSE FILTER AGGREGATE TO BE ATTAINED BY THE METHOD OF QUALrfY COMPACTION IN ACCORDANCE WITH THE REQUIREMENTS OF SPEC. 2105.3.F.2. AS AN OPTION, THE CONTRACTOR MAY USE COARSE AGGREGATE BEDDING CONFORMING TO SPEC. 3149.2.G.2 AS APPROVED BY THE FIELD ENGINEER. EXCAVATE TO 2 FEET BELOW CULVERTS OR BOTTOM OF UNSUITABLE SOIL, WHICHEVER IS GREATER. REMOVE ALL LOOSE, SOFT, OR OTHERWISE UNSUITABLE MATERIALS FROM THE BOTTOM OF EXCAVATION. AN ADDITIONAL 25 CU. YD. OF COARSE FILTER AGGREGATE HAS BEEN PROVIDED FOR IN THE SCHEDULE OF QUANTITIES FOR EACH BOX CULVERT. PLACE COARSE FILTER AGGREGATE IN VOIDS LEFT FROM REMOVAL OF BOULDERS BELOW LOWER LIMrf OF STRUCTURE EXCAVATION AS APPROVED BY THE ENGINEER IN THE FIELD. ABBREVIATIONS: B.M. BENCHMARK MIN. MINIMUM BOP BEGINNING OF PROJECT MOD. MODIFIED BOT. BOTTOM NO. NUMBER CLR. CLEAR NOM. NOMINAL CONC. CONCRETE R/W RIGHT-OF-WAY CONST. CONSTRUCTION SPA. SPACES, SPACING EL. ELEVATION STA. STATION EOP END OF PROJECT (TYP.) TYPICAL MAX. MAXIMUM W.P. WORKING POINT NO DATE I APPR REVISION SURVEY AWN MNL CITY OF COTTAGE GROVE MN "�� °�W" M"� Cottage ® Stantee 402 DESIGNED """` � Grove GENERAL LAYOUT & RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JoH erityMeet 2335 Highway 36w BOX CULVERT SCHEDULE OF QUANTITIES SAP 180-121-001, SAP 180-123-001 OF APPROVED SOH Ip/)i Pride and �,.Sp St. Paul, MN 55113 wwwstant—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1938038]8 aAa? waw o m0 °o Z� RAND 0 10 20 GEO NOTES: SEE SHEET 404 FOR SECTION B -B. PLAN VIEW - W.B. 6'X 6' BOX CULVERT END OF APRON DESIGN DATA DESIGNED IN ACCORDANCE WITH 2014 AASHTO -RFD BRIDGE DESIGN SPECIFICATIONS HL -93 LIVE LOAD BARREL INSIDE WIDTH = 6--0-- BARREL '-0"BARREL INSIDE HEIGHT= 6--0-- BARREL '-0"BARREL LENGTH = 132'-0" EST. MAX FILL DEPTH = 7'-11" EST. MIN FILL DEPTH = 7'-1" SKEW ANGLE = 0° 132'-0" 12'-0" 108' - 0" CLASS 2 - 6'X 6' BOX CULVERT 12'-0" APRON BARREL APRON E RAVINE PKWY W. B. 8'-0" 10'-0" 20'-0" W.B. RAVINE PKWY TRAIL BLVD 6'-0" 12'-0" PROPOSED FINISHED PROFILE GRADE SHLD LANE 1:4 1:4 7-1" - 7-11" COVER CULVERTINLET (VARIES) CULVERT OUTLET INVERT/FLOWLINE--------------- — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — INVERT/FLOWLINE EL. 894.00 EL. 893.00 ----- — 0.75% ------------------------------------------------------ DROPWALL COARSE FILTER AGGREGATE ON DROPWALL RANDOM RIPRAP CLASS III GEOTEXTILE FILTERTYPE S AVG. 1'-6" THICK WITH GEOTEXTILE FILTER TYPE 7 (TYP.) TOP OF FLOOR SLAB ELEVATION - SECTION A -A NO DATE APPR REVISION SURVEY PEWMNL Cottage ® Stantee Grove erityMeet 2335HIghway36w here Pride andprosP St. Paul, MN 55113 —tact—c— GENERAL PLAN AND ELEVATION RAVINE PARKWAY W. B. BOX CULVERT CITY OF COTTAGE GROVE MN ' RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 �"�� DRAWN MNL 403 DESIGNED MNL� CHECKED JOH OF APPROVED KOH 547 PROF. NO. 1803878 a'a waw o mo 11 3 (ROAD) PARTICIPATING LIMIT (BOX CULVERT) 162'- 6" 11--4" E W. B. 6' X 6' BOX CULVERT5'-8" 5'4" @W.B. RAVINESTA. 4C40MENT� STA. 4+50 N � 2'-0" I 1 N (TYP.) 2 1 7-1" - 7-11" COVER PROPOSED FINISHED (VARIES) Q PROFILE GRADE W.B. RAVINE PKWY EXISTING GROUND EL. VARIES 899.5 - 900.5 --SELECT GRANULAR EMBANKMENT Q 2 SLOWER LIMIT OF Y-0" MIN .17'-6" STRUCTURE EXCAVATION Q Q COARSE FILTER AGGREGATE 2'-0" MIN COARSE FILTER AGGREGATE Q GEOTEXTILE FABRICTYPE 5 SECTION THRU CULVERT - SECTION B -B 01 0 10 20 KEYNOTES: 01 SEE SHEET403 FOR PLAN AND ELEVATION AND LOCATION OFSECTION B -B. Q INCLUDE THE COST OF STRUCTURE EXCAVATION IN THE PRICE BID FOR "6X6 PRECAST CONCRETE BOX CULVERT', INCLUDE ALL EXCAVATION NECESSARY FOR CONSTRUCTION OF THE BOX CULVERTS AND INCLUDE ALL ADDITIONAL COSTS RELATED TO EXCAVATION OF BOULDERS, COBBLES, DEBRIS, ETC. IT ALSO INCLUDES THE DISPOSAL OF SURPLUS MATERIAL. NO DIRECT COMPENSATION SHALL BE MADE FOR EXCAVATION OR DISPOSAL. Q COARSE FILTER AGGREGATE TO CONFORM TO SPEC. 3149.2.1-1 AND THE DENSITY OF THE COARSE FILTER AGGREGATE TO BE ATTAINED BYTHE METHOD OF QUALITY COMPACTION IN ACCORDANCE WITH THE REQUIREMENTS OF SPEC. 2105.3.F.2. AS AN OPTION, THE CONTRACTOR MAY USE COARSE AGGREGATE BEDDING CONFORMING TO SPEC. 3149.2.G.2 AS APPROVED BY THE FIELD ENGINEER. EXCAVATETO 2 FEET BELOW CULVERTS OR BOTTOM OF UNSUITABLE SOIL, WHICHEVER IS GREATER. REMOVE ALL LOOSE, SOFT, OR OTHERWISE UNSUITABLE MATERIALS FROM THE BOTTOM OF EXCAVATION. AN ADDITIONAL 25 CU. YD. OF COARSE FILTER AGGREGATE HAS BEEN PROVIDED FOR IN THE SCHEDULE OF QUANTITIES FOR EACH BOX CULVERT. PLACE COARSE FILTER AGGREGATE IN VOIDS LEFT FROM REMOVAL OF BOULDERS BELOW LOWER LIMIT OF STRUCTURE EXCAVATION AS APPROVED BYTHE ENGINEER INTHE FIELD. ® PROVIDE A MINIMUM OF 2 FEET OF FILL ABOVE TOP OF CULVERT BEFORE ALLOWING VEHICLE TRAFFIC ABOVE THE CULVERT. Q INSTALL SELECT GRANULAR EMBANKMENT (CV) COMPLYING WITH SPEC 3149.2.B. TO CULVERT BACKFILL LIMITS SHOWN. PAID UNDER ITEM 2106.507. INSTALL GEOTEXTILE FILTER TYPE 5 PER SPEC. 3733 ON BOTTOM OF EXCAVATION PRIORTO BACKFILLING WITH COMPACTED COARSE FILTERAGGREGATE Q (SEE NOTE (D ). INSTALL GEOTEXTILE FILTER UNDERALL COARSE FILTER AGGREGATE. 1 3 NO DATE I APPR REVISION SURVEY PEWMNL CITY OF COTTAGE GROVE MN "�� °�W" M"� Cottage ® Stantee 404 DESIGNED "'"` � Grove SECTION RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JOH erityMeet 2335Mghway36w RAVINE PARKWAY W. B. BOX CULVERT SAP 180-121-001, SAP 180-123-001 OF APPROVED JOH 1ph@fe Pride and �,,sp St. Paul, MN 55113 PROF. NO. 18038,8—taat—c— SAP 180-110-013, SAP 180-020-013 547 aAa= waw o m0 2� 0 10 20 NOTES: SEE SHEET 406 FOR SECTION C -C CULVERTINLET INVERT/FLOW LI NE EL. 893.00 PLAN VIEW - E.B. 6'X 6' BOX CULVERT 156'- 0" 12'-0" 132' - 0" CLASS 3 - 6'X 6' BOX CULVERT 12'-0" APRON BARREL APRON GEOTEXTILE FILTER TYP 7 E RAVINE - E.B. (TYP.) 132'-0" E.B. RAVINE PKWY 20'-0" 10'-0" 8'-0" PROPOSED FINISHED 10'-9" EST. MIN FILL DEPTH = PROFILE GRADE 12'-0" 6'-0" BLVD TRAIL SKEW ANGLE = 0° LANE SHLD 9'-6" - 10'-9" COVER (VARIES) --------------------------------------- ----- - 0.64% --------------------------------------------------------------------- ----- RANDOM RIPRAP CLASS III DROPWALL AVG. 1'-6" THICK WITH 6--0-- '-0"BARREL GEOTEXTILE FILTER TYP 7 6--0-- '-0"BARREL (TYP.) 132'-0" `COARSE FILTER AGGREGATE ON GEOTEXTILE FILTERTYPE 5 ELEVATION - SECTION C -C CULVERT OUTLET INVERT/FLOW LI NE EL. 892.00 DROPWALL DESIGN DATA DESIGNED IN ACCORDANCE WITH 2014 AASHTO -RFD BRIDGE DESIGN SPECIFICATIONS HL -93 LIVE LOAD BARREL INSIDE WIDTH = 6--0-- '-0"BARREL BARRELINSIDE HEIGHT= 6--0-- '-0"BARREL BARRELLENGTH = 132'-0" EST. MAX FILL DEPTH = 10'-9" EST. MIN FILL DEPTH = 9'-6" SKEW ANGLE = 0° NO DATE I APPR REVISION SURVEY PEWMNL CITY OF COTTAGE GROVE MN "�� °�W" M"� Cottage ® Stantee 405 DESIGNED "'"` � Grove GENERAL PLAN AND ELEVATION RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JOH erityMeet 2335NFPhway36w RAVINE PARKWAY E.B. BOX CULVERT SAP 180-121-001, SAP 180-123-001 OF APPROVED JOH 41h@fe Pride d,,,,,sp St. Paul, MN 55113 PROF. NO. 18038,8 —tact—c— SAP 180-110-013, SAP 180-020-013 547 a a waw o mo E E. B. 6' X 6' BOX CULVERT @E.B. RAVINE ALIGNMENT STA. 198+90 NON -PARTICIPATING (ROAD) 1 — — — — — — — — — — — — 3 1:20 162' - 6" 11--4" \ 5'-8" 5'-8" 9'-6" - 10'-9" COVER (VARIES) ® PROPOSED FINISHED EXISTING GROUND PROFILE GRADE E.B. RAVINE PKWY EL. VARIES 897-902 — — — f — — — — — — — — — — — — — — — — 1 1:20 3 o � v 2'-0" — PARTICIPATING LIMIT 1A (�P.)4 11 1 <SELECT GRANULAR EMBANKMENT Q (BOX CULVERT) LOWER LIMIT OF 3'-0" MIN. STRUCTURE EXCAVATION Q Q3 COARSE FILTER AGGREGATE 17-6 2'-0" MIN COARSE FILTER AGGREGATE Q GEOTEXTILE FABRIC TYPE 5 Q SECTION THRU CULVERT - SECTION D -D QO 0 10 20 KEYNOTES: Ql SEE SHEET 405 FOR PLAN AND ELEVATION AND LOCATION OF SECTION D -D Q INCLUDE THE COST OF STRUCTURE EXCAVATION IN THE PRICE BID FOR "6X6 PRECAST CONCRETE BOX CULVERT', INCLUDE ALL EXCAVATION NECESSARY FOR CONSTRUCTION OF THE BOX CULVERTS AND INCLUDE ALL ADDITIONAL COSTS RELATED TO EXCAVATION OF BOULDERS, COBBLES, DEBRIS, ETC. IT ALSO INCLUDES THE DISPOSAL OF SURPLUS MATERIAL. NO DIRECT COMPENSATION SHALL BE MADE FOR EXCAVATION OR DISPOSAL. Q3 COARSE FILTER AGGREGATE TO CONFORM TO SPEC. 3149.2.1-1 AND THE DENSITY OF THE COARSE FILTER AGGREGATE TO BE ATTAINED BYTHE METHOD OF QUALITY COMPACTION IN ACCORDANCE WITH THE REQUIREMENTS OF SPEC. 2105.3.F.2. AS AN OPTION, THE CONTRACTOR MAY USE COARSE AGGREGATE BEDDING CONFORMING TO SPEC. 3149.2.G.2 AS APPROVED BY THE FIELD ENGINEER. EXCAVATETO 2 FEET BELOW CULVERTS OR BOTTOM OF UNSUITABLE SOIL, WHICHEVER IS GREATER. REMOVE ALL LOOSE, SOFT, OR OTHERWISE UNSUITABLE MATERIALS FROM THE BOTTOM OF EXCAVATION. AN ADDITIONAL 25 CU. YD. OF COARSE FILTER AGGREGATE HAS BEEN PROVIDED FOR IN THE SCHEDULE OF QUANTITIES FOR EACH BOX CULVERT. PLACE COARSE FILTER AGGREGATE IN VOIDS LEFT FROM REMOVAL OF BOULDERS BELOW LOWER LIMIT OF STRUCTURE EXCAVATION AS APPROVED BYTHE ENGINEER INTHE FIELD. ® PROVIDE A MINIMUM OF 2 FEET OF FILL ABOVE TOP OF CULVERT BEFORE ALLOWING VEHICLE TRAFFIC ABOVE THE CULVERT. Q INSTALL SELECT GRANULAR EMBANKMENT (CV) COMPLYING WITH SPEC 3149.2.B. TO CULVERT BACKFILL LIMITS SHOWN. PAID UNDER ITEM 2106.507. Q INSTALL GEOTEXTILE FILTER TYPE 5 PER SPEC. 3733 ON BOTTOM OF EXCAVATION PRIORTO BACKFILLING WITH COMPACTED COARSE FILTERAGGREGATE (SEE NOTE(Z) ). INSTALL GEOTEXTILE FILTER UNDERALL COARSE FILTER AGGREGATE. NO DATE I APPR REVISION SURVEY PEWMNL CITY OF COTTAGE GROVE MN "�� °�W" M"� Cottage ® Stantee ' 406 DESIGNED "'"` � Grove SECTION RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JOH erityMeet 2335Mghway36w RAVINE PARKWAY E. B. BOX CULVERT SAP 180-121-001, SAP 180-123-001 OF APPROVED JOH 1ph@fe Pride d,,,,,SP St. Paul, MN 55113 PROF. NO. 18038,8 —tact—c— SAP 180-110-013, SAP 180-020-013 547 a a 0 0 NO. 5 BARS (EPDXY COATED) JOINTS IN SLAB MUST BE CENTERED NO. 5 BARS NO. 5 BARS ® 1'-O" SPACING OVER BARREL SEGMENTS. FILL HEIGHTS OF LESS THAN 2'-0" CONSTRUCTION NOTES (EPDXY COATED) (EPDXY COATED) ® 1'-0" SPACING ® 1'-0" SPACING REQUIRE A DISTRIBUTION SLAB ® ® FILL HEIGHTS OF LESS THAN 2'-0" NO. 5 BARS (EPDXY COATED) CONSTRUCT CULVERTS PER SPEC. 2412 EXCEPT AS NOTED. REQUIRE A DISTRIBUTION SLAB ® 1'-0" SPACING DISTRIBUTION SLAB REFER TO THE GENERAL PLAN AND ELEVATION SHEET FOR THE DISTANCE BETWEEN SELECT GRANULAR MATERIAL DISTRIBUTION SLAB BARRELS OF ADJACENT BOXES AND TO STANDARD FIGURE 5-395.115 FOR MATERIAL PER SPEC. 3149.2.8.2SELECT GRANULAR MATERIAL RD REQUIREMENTS FOR FILL BETWEEN ADJACENT BOXES. 1 1 o PER SPEC. 3149.2.B.2 DISTRIBUTION SLAB MAY END PROVIDE WELDED WIRE REINFORCEMENT, SHEAR REINFORCEMENT AND REINFORCEMENT _j I o I Z a w AT START OF TOP SLAB RADIUS N BARS PER THE APPLICABLE REQUIREMENTS OF AASHTO M259. I Ir w a a Z a Z a w 11/2" MIN. AND 2" MAX. CONCRETE COVER ON ALL REINFORCEMENT, INCLUDING SHEAR REINFORCEMENT, EXCEPT FOR TONGUE AND GROOVE DETAIL. DISTRIBUTION SLAB SECTION Qow �?� ANY OF THE FOLLOWING COMBINATIONS OF STEEL REINFORCEMENT MAY BE USED: �Z �� DISTRIBUTION SLAB LONGITUDINAL SECTION M a (a) 1 OR 2 LAYERS OF WELDED WIRE REINFORCEMENT OR As7 RADIUS (7" MIN., 1'-0" MAX.) OR �? (b) 1 LAYER OF WELDED WIRE REINFORCEMENT AND 1 LAYER OF REINFORCEMENT ID CHAMFER (4" MIN., 7" MAX.)(TYP.) 4'-0" MINIMUM BARS OR (c) 1 LAYER OF REINFORCEMENT BARS. RD DEVELOP REINFORCEMENT IN ACCORDANCE WITH AASHTO "LRFD BRIDGE DESIGN °• °; °. ' ° ° I 2" MAX. SEE BARREL INFORMATION TABLE 2" MAX. SPECIFICATIONS". IF BAR REINFORCEMENT IS SUBSTITUTED FOR WELDED WIRE FOR TRANSVERSE REINFORCEMENT °°• 3" REINFORCEMENT, INCREASE THE AREA OF REINFORCEMENT BY 8%, AND SUBMIT DESIGN CALCULATIONS VERIFYING COMPLIANCE WITH AASHTO 5.7.3.4. "CONTROL OF OAsh Al , 3" NO. 3 HAUNCH BARS ® 1'-0" MAX SPACING CRACKING BY DISTRIBUTION OF REINFORCEMENT'. ° I I 4„ 4" OAss 31" FOR 8" WALL THICKNESS MAXIMUM SIZE OF REINFORCEMENT BARS IS NO. 6. THE MAXIMUM WELDED WIRE ° NO. 3 HAUNCH BARS a. ' 34" FOR 9" WALL THICKNESS REINFORCEMENT SIZE IS W23 PER LAYER (MAXIMUM OF 2 LAYERS). ® 1'-0" SPACING (TYP.) 34" FOR 10" WALL AND 10" SLAB ° 36" FOR 10" WALL AND 11" SLAB SPACE CENTER TO CENTER OF TRANSVERSE WIRES NOT LESS THAN 2" NOR MORE 38" FOR 10" WALL AND 12" SLAB NO. 3 BAR, CUT AS NECESSARY THAN 4". SPACE CENTER TO CENTER OF LONGITUDINAL WIRES NOT MORE THAN 8". 38" FOR 11" WALL THICKNESS TO FIT TONGUE AT CORNERS to As5 0 ° N WELDING 15 NOT PERMITTED ON REINFORCEMENT BARS OR WELDED WIRE _ As6 0 I REINFORCEMENT, EXCEPT THAT THE ORIGINAL WELDING REQUIRED TO MANUFACTURE ° As4 °. A51 CUT OR BEND INSIDE _ WIRE REINFORCEMENT IS ACCEPTABLE. TONGUE AND ° REINFORCEMENT NOT REINFORCEMENT AS NECESSARY TO w Iw a ACHIEVE COVER REQUIREMENTS F WHEN REINFORCEMENT IS CUT, PLACE ADDITIONAL REINFORCEMENT ON BOTH SIDES GROOVE SHOWN SHOWN FOR CLARITYOF vw THE CUT MEMBER TO REPLACE OR EXCEED THE CUT STEEL. /LONGITUDINAL — REINFORCEMENT j USE CONCRETE MIX NO. 3WB2 WITH NO CALCIUM CHLORIDE ALLOWED. As 1" CLEAR 3 N °• As6Q3 Al I As SHOP DRAWING APPROVAL PER SPEC. 3238.2.A IS NOT REQUIRED UNLESS Al OPENINGS OR ATTACHMENTS ARE PLACED ON A BARREL SEGMENT. a NYLON BOOTS ON EVERYFOURTH WIRE. PLASTIC SPACERS MAY BE COMPACT THE FIRST 1.5' (LOOSE) OF FILL ABOVE THE BOX WITH LIGHT COMPACTION a. ~ UTILIZED IN LIEU OF NYLON BOOTS NO. 3 BAR EQUIPMENT SUCH AS PLATE COMPACTORS OR WALK BEHIND ROLLERS. As8 / WHEN SPACED AT A MAXIMUM OF 48 INCHES. TRANSVERSE REINFORCEMENT IS PARALLEL TO THE CULVERT SPAN. Ts SPAN Ts LONGITUDINAL REINFORCEMENT IS PERPENDICULAR TO THE CULVERT SPAN. TRANSVERSE CUT BARS AS NECESSARY TO FIT TONGUE AT CORNERS REINFORCEMENT 01 USE 1" DIAMETER CULVERT TIES. SEE STANDARD PLATE NO. 3145 FOR CONNECTION DETAILS. TRANSVERSE BARREL SECTION BOTTOM OF FORM 0 USE 12" VERTICAL, 12" HORIZONTAL HAUNCHES ON ALL BOX SIZES. BAR REINFORCEMENT OPTION SHOWN SEE FORMING DETAIL --"'0 PLACE LONGITUDINAL REINFORCEMENT DENOTED AS Al AND As6 IN ALL SLABS PLAN LONGITUDINAL BARREL SECTION AND WALLS WITH A MINIMUM OF 0.06 SQ. IN./FT. As1, As7, Al 1" CLEAR BAR REINFORCEMENT OPTION SHOWN 4 ROADWAY OR SHOULDER FILL HEIGHTS OF LESS THAN 2'-0" REQUIRE A O SMALL RADIUS 0 (TYPICAL) LONGITUDINAL REINFORCEME NYLON BOOTS ON EVERY FOURTH BEVEL OPTIONA C-4 r WIRE. PLASTIC SPACERS MAY BE LAYER OF WELDED WARE REINFORCEMENT UTILIZED IN LIEU OF NYLON BOOTS DISTRIBUTION SLAB. USE CONCRETE MIX 3552 FOR THE DISTRIBUTION SLAB. WHEN SPACED AT A MAXIMUM OF PLACE 6" THICK CAST—IN—PLACE DISTRIBUTION SLABS. PROVIDE 3" MINIMUM 48 INCHES. SELECT GRANULAR MATERIAL PER SPEC. 3149.2.8.2 BETWEEN BARREL AND BOTTOM OF FORM LAYER OF WELDED WARE REINFORCEMENT DISTRIBUTION SLAB. STEEL FORM OR EQUAL REINFORCEMENT LAYER DETAIL 6" THICK PRECAST DISTRIBUTION SLABS MAY BE USED FOR FILL HEIGHTS OVER N 1'-0". PROVIDE 6" MINIMUM SELECT GRANULAR MATERIAL PER SPEC. 3149.2.8.2 c 4" M As2, As3, Aso SECTION WHEN MORE THAN ONE LAYER OF WELDED WIRE REINFORCEMENT IS BETWEEN BARREL AND DISTRIBUTION SLAB. USED TO OBTAIN THE REQUIRED REINFORCEMENT AREAS, FORMING DETAIL EXTEND THE WIDTH OF THE DISTRIBUTION SLAB TO THE OUTSIDE EDGES OF TONGUE AND GROOVE J OI N T DETAIL PLACE THE WIRES OF THE WELDED WIRE REINFORCEMENT AS SHOWN THE ROADWAY SHOULDERS UNLESS DIRECTED BY THE ENGINEER. PAYMENT FOR THE DISTRIBUTION SLAB AND SELECT GRANULAR MATERIAL BENEATH THE SLAB IS CONSIDERED INCIDENTAL. REVISION: 10-09-2015 ALL CLASS 1 CULVERTS WITH FILL HEIGHTS OF LESS THAN 2'-0" REQUIRE A DISTRIBUTION SLAB. * * * BOX CULVERTS WITH SPANS FROM 6 TO 14 FT. ARE DESIGNED REDESIGN THE DISTRIBUTION SLAB PER THE Ml PAVEMENT DESIGN MANUAL IF A DISTRIBUTION SLAB IS NOT REQUIRED, INDICATE "NO" IN THIS BOX. FOR HL -93 LIVE LOADS (AASHTO LRFD 3.6.2.1) NOT INCLUDING IF IT IS USED AS PAVEMENT SURFACE. APP ED: ARCH 24, 2011 THE DESIGN LANE LOAD. BOXES WITH SPANS OF 16 FT. ARE * * FOR PEDESTRIAN CULVERT APPLICATIONS HIDE—AWAY OR RECESSED TIE DESIGNED FOR HL -93 LIVE LOADS INCLUDING THE DESIGN LANE `/(/// CONNECTIONS ARE REQUIRED, SEE STANDARD PLATE 3145. IF REQUIRED, LOAD. "YES" FIG. 5395.101 (A) ATE BRIDGE ENGINEER INDICATE IN THIS BOX. BARREL INFORMATION TABLE FILL DISTRIBUTION RECESSED DIMENSIONS WELDED WIRE REINFORCEMENT As1 As2 Al As4 As7 A LOCATION SIZE CLASS Pc HEIGHT SLAB TIE RODS WEIGHT (P.S.I.) RANGE REQUIRED REQUIRE (LBS./FT.) SPAN RISE Tt Tb Ts AREA LENGTH M AREA LENGTH AREA LENGTH AREA LENGTH AREA LENGTH AREA LENGTH (FT.) (FT.) (FT.) (IN.) (IN.) (IN.) (IN.I/FT.) (FT.) (FT.) (IN.I/FT .) (FT.) (Il /FT.) (FT.) (INA /FT.) (FT.) (Il /FT.) (FT.) (Il /FT.) (FT.) RAVINE W.B. 404+50 6X6 2 5000 3-9 NO NO 6 6 8 8 8 2975 0.20 12'-2" 2'-8" 0.32 6'-6" 0.34 6'-6" 0.20 6'-6" 0.20 4'-6" 0.20 4'-6" RAVINE E.B. 198+90 1X6 3 5000 9-25 NO NO 6 6 8 8 8 2975 0.41 12'-2" 2'-8" 0.67 6'-6" 0.69 6'-6" 0.20 6'-6" 0.20 4'-6" 0.20 4'-6" NO DATE APPR REVISION SURVEY PEW cottage ® Stantec � Grove exit Meet 2335 Highway 36W y cher PRECAST CONCRETE BARREL DETAILS CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 a"a DRAWN MNL 407 DESIGNED """` CHECKED ,OH OF APPROVED JOH dQtOSP St. Paul, M N 55113 e Pride an wwwslanlec.cm SAP 180-110-013, SAP 180-020-013 547 PROP. No. 1938038E8 aAa= waw o TONGUE USE 1" DIA. CULVERT TIES. SEE STANDARD PLATE NO. 3145 FOR CONNECTION DETAILS (TYP.). USE TWO TIES PER JOINT WHERE h IS GREATER THAN 4'. SEE DETAIL "A" v o X I a N � (Aoc3 LJ Ir EL < N o_a Z X Q 6 aFP Ian o ¢: Main v HAUNCH BAR LEP c4 31" FOR 8" WALL 10" 34" FOR 8" WALL 11" OR 12" ' RADIUS (7" MIN., 1'-0" MA SOME REINFORCEMENT NOT SHOWN OR CHAMF (4" MIN., 7" MAX.)(TY LlM Ah (PERMISSIBLE LAP ®<)J T ^ A � 4 N M � 4" Abt 3'-6" 2" Ah REINFORCEMENT 6" (EXTERIOR) DET& "A" FILL VOID WITH 0 LO Sl - GROUT AFTER B b ASSEMBLYk'\,1 T 4" NO. 4 LONGITUDINAL BARS 2_-6" LONG 5 HAUNCH BAR LENGTH: �� LEVEL AT 1'-0" CENTER TO CENTER OR EQUIVALENT WELDED WIRE REINFORCEMENT. 1/j 31" FOR 8" WALL AND o I BOTTOM SLAB ONLY. 10' SLAB. io d 34" FOR 8" WALL AND w \ I v NO CHAMFER REQUIRED ON BOTTO 11" OR 12" SLAB. F w TONGUE AND GROOVE JOINT DET& cn 3'-0" (Tis ' BETWEEN END SECTIONS 0 Lid N X N t �A �B ABT. 2 REVISION: 10-09-2015 1 4" )R GROOVE 0 APPRQyED: ARCH 24, 2011 ✓/�/ AlEBREGEENGWEER _ /F ) NOTE: VALUES INAh IS MAYMAY BEEA OF FUSED MFOR END SECENT PER OTIONS WITH T OF TSPAN S�OF/ 14' AND 16T'TONLY. FIG• 3" DIA. HOLES® SIDE ELEVATION M L a. b, I io cottage Grove �/,er dQtOSP ery meet e Pride an ®Stantec 2335 Highway 36w St. Paul, M N 55113 wwwstantec.�m NO. 6 DOWELS 1'-0" LONG ° vi N 408 DESIGNED MNL MAY DRILL can a - DROPWALL 1 547 AND GROUT m N © NO. 4 VERTICAL BARS 0 M 0 wc3 o SEE DETAIL "A" v o X I a N � (Aoc3 LJ Ir EL < N o_a Z X Q 6 aFP Ian o ¢: Main v HAUNCH BAR LEP c4 31" FOR 8" WALL 10" 34" FOR 8" WALL 11" OR 12" ' RADIUS (7" MIN., 1'-0" MA SOME REINFORCEMENT NOT SHOWN OR CHAMF (4" MIN., 7" MAX.)(TY LlM Ah (PERMISSIBLE LAP ®<)J T ^ A � 4 N M � 4" Abt 3'-6" 2" Ah REINFORCEMENT 6" (EXTERIOR) DET& "A" FILL VOID WITH 0 LO Sl - GROUT AFTER B b ASSEMBLYk'\,1 T 4" NO. 4 LONGITUDINAL BARS 2_-6" LONG 5 HAUNCH BAR LENGTH: �� LEVEL AT 1'-0" CENTER TO CENTER OR EQUIVALENT WELDED WIRE REINFORCEMENT. 1/j 31" FOR 8" WALL AND o I BOTTOM SLAB ONLY. 10' SLAB. io d 34" FOR 8" WALL AND w \ I v NO CHAMFER REQUIRED ON BOTTO 11" OR 12" SLAB. F w TONGUE AND GROOVE JOINT DET& cn 3'-0" (Tis ' BETWEEN END SECTIONS 0 Lid N X N t �A �B 5" CLR. in 8" SP AN 1:1 BEVEL 4„ — 0.192 IN.! /FT. NO. 3 HAUNCH BARS 0 1'-0" SPG. (TYP.) 3" DIA. HOLES. TWO PER DROPWALL (MIN.) — Abt Ah REINFORCEMENT. SEE TABLE. SPLICES ALLOWED AT < OF SPAN ONLY. REINFORCEMENT SPAN Abt (FT.) (IN! /FT.) 6-10 0.20 SECTION BB 8" N W bl@ CONSTRUCTION NOTES SEE STANDARD FIG. 5-395.101(A) AND FIG. 5-395.101(8) FOR ADDITIONAL DIMENSIONS AND CONSTRUCTION NOTES. USE CONCRETE MIX NO. 3W82 WITH NO CALCIUM CHLORIDE ALLOWED. ON ALL END SECTIONS FOR WATERWAYS, USE DROPWALLS ON INLET AND OUTLET ENDS. SEE STANDARD FIG. 5-395.115 FOR EMBANKMENT PROTECTION. FINISH ALL EXPOSED EDGES OF CONCRETE WITH 1/2" OR 3/4" CHAMFER OR RADIUS UNLESS OTHERWISE NOTED. 0 WITH DOUBLE BOXES LOCATE DROPWALL JOINTS BETWEEN END SECTIONS. SEE STANDARD FIG. 5-395.111 FOR ALTERNATE DROPWALLS. LIMITS OF EXCAVATION FOR DROPWALL ARE APPROXIMATELY THE SAME AS DROPWALL DIMENSIONS. DROPWALL CONCRETE MIX IS 3S52, OR 3Y82 IF PRECAST. FURNISHING AND INSTALLATION OF DROPWALL TO BE INCLUDED IN PRICE BID FOR END SECTIONS. DROPWALL NOT REQUIRED FOR NON -WATERWAY USE. 0 CHECK LOCATION TO DETERMINE WHETHER A TONGUE OR A GROOVE IS USED. 0 SEE STANDARD FIG. 5-395.104(B) FOR LINTEL BEAM DETAILS. ® FILL HOLE WITH GROUT. GROUT CONSISTS OF 1 PART CEMENT AND 2 PARTS SAND. USE TYPE 1A AIR ENTRAINED PORTLAND CEMENT. GROUT MIX MAXIMUM SLUMP IS 4". 0 0 2" DIAMETER HOLE, 6" DEEP IN TOP OF THE SECTION WALL. © V-6" MIN. TONGUE AND 3'-7" MIN. GROOVE FOR CULVERTS WITH 6'-0" SPANS. 5'-0" MIN. TONGUE AND 5'-1" MIN. GROOVE FOR CULVERTS WITH SPANS GREATER THAN 6'-0". CENTER TONGUE AND GROOVE ON < OF EACH APRON JOINT. TONGUE AND GROOVE JOINT ON ALL THREE SIDES OF APRON IS PERMISSIBLE. © AS AN ALTERNATE TO THE ONE LAYER WELDED WIRE REINFORCEMENT, PROVIDE TWO LAYERS OF REBAR OR WELDED WIRE REINFORCEMENT WITH THE STEEL AREA EQUAL TO HALF OF THE TEMPERATURE STEEL PER CODE REQUIREMENTS IN EACH FACE OF THE DROPWALL. ® APRON TOP AND BOTTOM SLAB THICKNESS MAY BE 8" FOR CULVERTS WITH 6' SPANS ONLY. BOTTOM SLAB THICKNESS MAY BE INCREASED UP TO 2" MAX. PROVIDED CONCRETE COVER IS 11/2" MIN., 2" MAX. 0 PLACE LONGITUDINAL REINFORCEMENT PERPENDICULAR TO THE CULVERT SPAN WITH A MINIMUM OF 0.06 SQUARE INCHES PER PERIPHERAL FOOT ON ALL FACES OF THE BARREL. LAYER OF WELDED WIRE REINFORCEME LAYER OF WELDED WIRE REINFORCEME REINFORCEMENT LAYER DETAIL OPWALL (CAST -IN-PLACE PRECAST) WHEN MORE THAN ONE LAYER OF WELDED WIRE REINFORCEMENT IS USED TO OBTAIN THE REQUIRED REINFORCEMENT AREAS, PLACE THE WIRES OF THE WELDED WIRE REINFORCEMENT AS SHOWN. APRON DIMENSIONS & Ah REINFORCEMENT RISE L SECTION 1 h2 SECTION 2 h3 SECTION 3 h4 SECTION 4 h5 SECTION 5 h6 FT. FT. x eti v eti 7 eti �' eti A eti 4'-9" 1 6' 1 0.192 1 1 ABT. 2 REVISION: 10-09-2015 1 APPRQyED: ARCH 24, 2011 ✓/�/ AlEBREGEENGWEER _ /F ) NOTE: VALUES INAh IS MAYMAY BEEA OF FUSED MFOR END SECENT PER OTIONS WITH T OF TSPAN S�OF/ 14' AND 16T'TONLY. FIG• 3" DIA. HOLES® SIDE ELEVATION M L a. b, I io cottage Grove �/,er dQtOSP ery meet e Pride an ®Stantec 2335 Highway 36w St. Paul, M N 55113 wwwstantec.�m NO. 6 DOWELS 1'-0" LONG ° vi N 408 DESIGNED MNL MAY DRILL can a - DROPWALL 1 547 AND GROUT m N © NO. 4 VERTICAL BARS ® M ® 1'-0" MAX. SPG. wc3 o .' 5" CLR. in 8" SP AN 1:1 BEVEL 4„ — 0.192 IN.! /FT. NO. 3 HAUNCH BARS 0 1'-0" SPG. (TYP.) 3" DIA. HOLES. TWO PER DROPWALL (MIN.) — Abt Ah REINFORCEMENT. SEE TABLE. SPLICES ALLOWED AT < OF SPAN ONLY. REINFORCEMENT SPAN Abt (FT.) (IN! /FT.) 6-10 0.20 SECTION BB 8" N W bl@ CONSTRUCTION NOTES SEE STANDARD FIG. 5-395.101(A) AND FIG. 5-395.101(8) FOR ADDITIONAL DIMENSIONS AND CONSTRUCTION NOTES. USE CONCRETE MIX NO. 3W82 WITH NO CALCIUM CHLORIDE ALLOWED. ON ALL END SECTIONS FOR WATERWAYS, USE DROPWALLS ON INLET AND OUTLET ENDS. SEE STANDARD FIG. 5-395.115 FOR EMBANKMENT PROTECTION. FINISH ALL EXPOSED EDGES OF CONCRETE WITH 1/2" OR 3/4" CHAMFER OR RADIUS UNLESS OTHERWISE NOTED. 0 WITH DOUBLE BOXES LOCATE DROPWALL JOINTS BETWEEN END SECTIONS. SEE STANDARD FIG. 5-395.111 FOR ALTERNATE DROPWALLS. LIMITS OF EXCAVATION FOR DROPWALL ARE APPROXIMATELY THE SAME AS DROPWALL DIMENSIONS. DROPWALL CONCRETE MIX IS 3S52, OR 3Y82 IF PRECAST. FURNISHING AND INSTALLATION OF DROPWALL TO BE INCLUDED IN PRICE BID FOR END SECTIONS. DROPWALL NOT REQUIRED FOR NON -WATERWAY USE. 0 CHECK LOCATION TO DETERMINE WHETHER A TONGUE OR A GROOVE IS USED. 0 SEE STANDARD FIG. 5-395.104(B) FOR LINTEL BEAM DETAILS. ® FILL HOLE WITH GROUT. GROUT CONSISTS OF 1 PART CEMENT AND 2 PARTS SAND. USE TYPE 1A AIR ENTRAINED PORTLAND CEMENT. GROUT MIX MAXIMUM SLUMP IS 4". 0 0 2" DIAMETER HOLE, 6" DEEP IN TOP OF THE SECTION WALL. © V-6" MIN. TONGUE AND 3'-7" MIN. GROOVE FOR CULVERTS WITH 6'-0" SPANS. 5'-0" MIN. TONGUE AND 5'-1" MIN. GROOVE FOR CULVERTS WITH SPANS GREATER THAN 6'-0". CENTER TONGUE AND GROOVE ON < OF EACH APRON JOINT. TONGUE AND GROOVE JOINT ON ALL THREE SIDES OF APRON IS PERMISSIBLE. © AS AN ALTERNATE TO THE ONE LAYER WELDED WIRE REINFORCEMENT, PROVIDE TWO LAYERS OF REBAR OR WELDED WIRE REINFORCEMENT WITH THE STEEL AREA EQUAL TO HALF OF THE TEMPERATURE STEEL PER CODE REQUIREMENTS IN EACH FACE OF THE DROPWALL. ® APRON TOP AND BOTTOM SLAB THICKNESS MAY BE 8" FOR CULVERTS WITH 6' SPANS ONLY. BOTTOM SLAB THICKNESS MAY BE INCREASED UP TO 2" MAX. PROVIDED CONCRETE COVER IS 11/2" MIN., 2" MAX. 0 PLACE LONGITUDINAL REINFORCEMENT PERPENDICULAR TO THE CULVERT SPAN WITH A MINIMUM OF 0.06 SQUARE INCHES PER PERIPHERAL FOOT ON ALL FACES OF THE BARREL. LAYER OF WELDED WIRE REINFORCEME LAYER OF WELDED WIRE REINFORCEME REINFORCEMENT LAYER DETAIL OPWALL (CAST -IN-PLACE PRECAST) WHEN MORE THAN ONE LAYER OF WELDED WIRE REINFORCEMENT IS USED TO OBTAIN THE REQUIRED REINFORCEMENT AREAS, PLACE THE WIRES OF THE WELDED WIRE REINFORCEMENT AS SHOWN. APRON DIMENSIONS & Ah REINFORCEMENT RISE L SECTION 1 h2 SECTION 2 h3 SECTION 3 h4 SECTION 4 h5 SECTION 5 h6 FT. FT. x eti v eti 7 eti �' eti A eti 4'-9" 1 6' 1 0.192 1 1 X Y. Z, ZZ, OR ZZZ SECTION 1 L LAST SECTION REVISION: 10-09-2015 4' APPRQyED: ARCH 24, 2011 ✓/�/ AlEBREGEENGWEER _ /F ) NOTE: VALUES INAh IS MAYMAY BEEA OF FUSED MFOR END SECENT PER OTIONS WITH T OF TSPAN S�OF/ 14' AND 16T'TONLY. FIG• 5 395•104�A) SIDE ELEVATION NO DATE APPR REVISION SURVEY PEW cottage Grove �/,er dQtOSP ery meet e Pride an ®Stantec 2335 Highway 36w St. Paul, M N 55113 wwwstantec.�m PRECAST CONCRETE END SECTION TYPE III SINGLE OR DOUBLE BARREL FOR SKEWS UP TO 7.50 CII 1 OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013 SAP 180-020-013 � u"ra DESIGN MNL 408 DESIGNED MNL CHECKED off ov APPROVED JOH 547 PROD. No. 1 vaaoaaJa 3'-0" TYP. 3" SEE TABLE 3" BEND BARS TO A2 BOTTOM BARS CLEAR HOLES NO. 4 AS DIRECTED BY TOP~ THE ENGINEER 1'-0" (V N r CUR \ r NO. 4 BARS (TOP CUR 9(BOTTOM) LINTEL BEAM C 4— Nl PLAN VIEW OF SQUARE UNTEL BEAM NOTE: MAXIMUM BAR SPACING GIVEN, REDUCE AS NECESSARY III 8„ I I iA I N0, 4 BENT BAR 1'-0" 1'-0" 2 � F- Er =)0 2 v 3" 6" 1'-6" NO. 4 J < a Ee CD a FO 0 m � / NO DATE APPR REVISION SURVEYPEW Z~ I a m m a c� m w _J m F- r EL N Stantee 2335 Highway 36w Sl. Paul, MN 55113 wwwslantec.com PRECAST CONCRETE END SECTION TYPE III SINGLE OR DOUBLE BARREL FOR SKEWS UP TO 7.5° NO. 4 O �N ZW Ll Z + DesicNeD nnN� MNL CHECKED JOH BARS o 0 X Z 4 a acn 2"CLR. WS I a 2 I w m `on m� ~ z ® z J W m C W N O 1 4" VEE N 61 Nl PLAN VIEW OF SQUARE UNTEL BEAM NOTE: MAXIMUM BAR SPACING GIVEN, REDUCE AS NECESSARY III 8„ I I iA I N0, 4 BENT BAR 3"_l SEE TABLE A2 BOTTOM BARS 2 REQUIRED 6" 13" ANO. 4 BENT BAR J PERMISSIBLE / I CONST. JOINT 4" —NO. 4 BARS ANO. 4 BAR 6" 21/2" SECTION CC INTEGRAL CURB WITH TONGUE. ADDITIONAL REINFORCEMENT IN TONGUE NOT SHOWN. CONSTRUCTION NOTES SEE STANDARD FIG. 5-395.101(A) AND FIG. 5-395.101(8) FOR ADDITIONAL DIMENSIONS AND CONSTRUCTION NOTES. ALL END SECTIONS REQUIRE CURB ON LINTEL BEAM. GROUT CONSISTS OF 1 PART CEMENT AND 2 PARTS SAND. USE TYPE 1A AIR ENTRAINED PORTLAND CEMENT. GROUT MIX MAXIMUM SLUMP IS 4". 10 3" DIA. HOLE THROUGH LINTEL BEAM AND 2" DIA. HOLE IN TOP OF WALL SECTION. PLACE NO. B DOWEL, V-0" LONG, IN HOLE AND FILL HOLE WITH GROUT. 02 CHECK THE LOCATION TO DETERMINE WHETHER A TONGUE OR A GROOVE IS USED. TONGUE AND GROOVE TO TERMINATE AT HAUNCH. © FOR SPANS UNDER 10'-0" USE NO. 8 BARS. FOR SPANS OF 10'-0" TO 12'-0" USE NO. 9 BARS. FOR 14'-0" AND 16'-0" SPAN, USE NO. 10 BARS. ® ALTERNATE BAR BEND MAY BE USED FOR NO. 4 BENT BAR REVISION: 10-09-2015 1'-0" 1'-0" APPFO,VED: VARCH 24, 2011 XA 3" 6" 1'-6" NO. 4 BARS / NO DATE APPR REVISION SURVEYPEW Cottage(3 � e Grov Pride a06 ,,,pBrit Meet Stantee 2335 Highway 36w Sl. Paul, MN 55113 wwwslantec.com PRECAST CONCRETE END SECTION TYPE III SINGLE OR DOUBLE BARREL FOR SKEWS UP TO 7.5° NO. 4 DRAW" AWN MNL 409 DesicNeD nnN� MNL CHECKED JOH BARS o 547 PROJ. NO. 193803878 2"CLR. WS I v `on 1 4" VEE J 61 3"_l SEE TABLE A2 BOTTOM BARS 2 REQUIRED 6" 13" ANO. 4 BENT BAR J PERMISSIBLE / I CONST. JOINT 4" —NO. 4 BARS ANO. 4 BAR 6" 21/2" SECTION CC INTEGRAL CURB WITH TONGUE. ADDITIONAL REINFORCEMENT IN TONGUE NOT SHOWN. CONSTRUCTION NOTES SEE STANDARD FIG. 5-395.101(A) AND FIG. 5-395.101(8) FOR ADDITIONAL DIMENSIONS AND CONSTRUCTION NOTES. ALL END SECTIONS REQUIRE CURB ON LINTEL BEAM. GROUT CONSISTS OF 1 PART CEMENT AND 2 PARTS SAND. USE TYPE 1A AIR ENTRAINED PORTLAND CEMENT. GROUT MIX MAXIMUM SLUMP IS 4". 10 3" DIA. HOLE THROUGH LINTEL BEAM AND 2" DIA. HOLE IN TOP OF WALL SECTION. PLACE NO. B DOWEL, V-0" LONG, IN HOLE AND FILL HOLE WITH GROUT. 02 CHECK THE LOCATION TO DETERMINE WHETHER A TONGUE OR A GROOVE IS USED. TONGUE AND GROOVE TO TERMINATE AT HAUNCH. © FOR SPANS UNDER 10'-0" USE NO. 8 BARS. FOR SPANS OF 10'-0" TO 12'-0" USE NO. 9 BARS. FOR 14'-0" AND 16'-0" SPAN, USE NO. 10 BARS. ® ALTERNATE BAR BEND MAY BE USED FOR NO. 4 BENT BAR REVISION: 10-09-2015 APPFO,VED: VARCH 24, 2011 XA 1 E �' 5-39�' �� B .BRIDGE ENpNEER / NO DATE APPR REVISION SURVEYPEW Cottage(3 � e Grov Pride a06 ,,,pBrit Meet Stantee 2335 Highway 36w Sl. Paul, MN 55113 wwwslantec.com PRECAST CONCRETE END SECTION TYPE III SINGLE OR DOUBLE BARREL FOR SKEWS UP TO 7.5° CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 DRAW" AWN MNL 409 DesicNeD nnN� MNL CHECKED JOH aF APPROVED KOHhere 547 PROJ. NO. 193803878 aAa= waw o CONTRACTED PROFILE SCALE: HOR. jjjjj� VER. 11111 0 25 50 0 5 10 UTILITY INFORMATION WARNING: DIAL GOPHER STATE ONE CALL AT 1-800-252-1166 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS TO OBTAIN COMPLETE UTILITY PROPERTY OWNERSHIP AND LOCATION INFORMATION. UTILITY INFO AVAILABLE FOR PLAN PREPARATION: NOTE: FIELD VERIFY ALL UTILITIES. 0 25 Piiii TYPICAL SECTIONS & PERTINENT DATA SCALES AS SHOWN LOCATION ENGINEER'S OBSERVATIONS AT BOX CULVERT SITE 1. SPECIAL FEATURES: WATERFALLS, DAMS, FLOODS, ICE, DEBRIS, SLIDING BANKS, RECREATIONAL BOATING. 2' C 1;4 R' TR Ail 1 n- 1) n- BLVD 6' SHLD 12' LANE 2' C 0.015 0.02 0.02 TYPICAL SECTION THRU oononcFn onAMAiAV CE RAVINE PKWY WB l:g BOX CULVERT SURVEY SHEETS MADE FROM: STANTEC SURVEY .............................................. ............................................................................................ ............................................................................................ BENCH MARK ELEVATION ....................... (NAVD88) LOCATION: ............................................................................. . ............................................................................................ LOCATED APPROXIMATELY XXX' WEST OF CONTROL POINT FOR ............................................................................................ ............................................................................................ 2ND BENCH MARK ELEVATION ...................... (NAVD88) LOCATION: ............................................................................. . X= Y= ............................................................................................ LOCATED APPROXIMATELY EAST OFCONTROLPOINT FOR MINNESOTA DEPARTMENT OF TRANSPORTATION BOX CULVERT SURVEY AT MILE POINT ................... ON .RAVINE PKWY W.B. PROPOSED BOX CULVERT LOCATED0:42 MILES WEST OF JCT CO HWY 19 ..................................................................... . SEC ................... TAP................... R:................. CITY COTTAGE GROVE COUNTY WASHINGTON NO DATE I APPR REVISION SURVEY PEW SHEEP CITY OF COTTAGE GROVE MN °�W" M"L Cottage ® Stantec ' 411 DESIGNED M"` � Grove SURVEY RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JOH 2335 Highway 36W W.B. BOX CULVERT P,,edty Meet SAP 180-121-001, SAP 180-123-001 OF APPROVED KOHhere pride and St. Paul, MN 55113 PROF. NO. ,8038,8 1 —taar—cm SAP 180-110-013, SAP 180-020-013 547 ............................................................................................ 2. OTHER BRIDGES OR CULVERTS OVER THE SAME STREAM (PARTICULARLY, STRUCTURES WHICH CARRY HIGH WATER WITHOUT OVERFLOW OF ::::::: ::::::: :::.... ..... : ROADWAY): GIVEN LOCATION, TYPE, LENGTH, HEIGHT ABOVE HIGH WATER, ::EL 900: ......... ...... ..... .. ... ... ......... ....... . ... ......... ...... ..... .. .. .. ....... C EA ETC. ROSS -SECTIONAL AREA, ...................................................... ......... ......... ......... ......... ......... . ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ::EL:89D ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ............................................................................................ ......... ......... ......... ......... ......... ......... ......... ......... 3. APPARENT HIGHWATER ELEVATION........... OBTAINED FROM............ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ............................................................................................ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... L,- PROFILE ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... .. ......... ......... ......... ......... .......................................................................................... ......... ......... .. 11PSTRE M (NORTH ::::::::: ::::::::: :CH;kNN ......... . ::::::::: ::::::::: ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 4. OTHER DATA: APPROX. VELOCITY OF WATER AT TIME OF SURVEY ............................................................................................ ......... . ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... HYDRAULIC ENGINEERS RECOMMENDATION DATE: ....... ::EL; 903 ......... ......... ......... ......... ....::::: ......... ::::::::: ......... ::::::::: ......... ::::::::. .�........ ......... ......... ......... ......... ::::::::: ......... ::::::::: ........ ::::::::: ....... ::::::::: ::::::::: ....... D STREAM OR DITCH DESIGNATION: CDSF BASIN.................. ::::::::: ::::::::: ...:::: ::::::... ......... ......... ......... .................. ......... ......... ......... ......... ......... DRAINAGE AREA:....... 1:40....... SQ. MI. ......... ..... ::: ::::::::: ::::::::: ::::::::: ......... ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: MAX. FLOOD ON RECORD: UNKNOWN.... C.F.S. (UNKNOWN) . . . :.......: ......: ....... :.......: ..... :... :....... . ......: '.......: ..... :.......: : ::::::: ......... " ::::: ......... ::::::: :.......: ::::::: .......: ::::::: .......: ......: ... MAX. OBSERVED HIGHWATER ELEVATION: UNKNOWN FT. .................... ... ......... ......... ......... ......... ......... ......... :...::::: ......::: ::::::::: DESIGN FLOOD (100 YR. FREQ.):......143....... C.F.S. HEADWATER ELEVATION: 0.00 FT. :.......: :.......: :.......: :.......: :.......: :.......: :.......: :....... ................. DESIGN MEAN VELOCITY THROUGH STRUCTURE:4.0 F.P.S. .............. . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... TOTAL STAGE INCREASE:.... 762FF. :..... . . . . ......... ......... ... tibN . . REAM ....... ......... ......... ......... LOW MEMBER AT OR ABOVE ELEVATION: NA FT. .............. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... WATERWAY AREA REQUIRED BELOW ELEV. NA =... NA SQ. FT. . ::::::: ::::::: ::::::::: ::::::::: ::::::: . . :::::::: AT RIGHT ANGELS TO CHANNEL. ......... .EL: 903 . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. . ......... ......... ......... ......... ......... ::::::::: ......... ::::::::: ......... ......... ......... ...:::::: BASIC FLOOD (100 YR. FREQ ).....143..... C.F.S. HEADWATER ELEVATION:0.00 FT. ............ . . . . TOTAL STAGE INCREASE: 7.62 FT. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... MEAN VELOCITY THROUGH STRUCTURE: 4.0 F.P.S. ............... ......... .EL: 89.3 . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... FLOWLINE ELEVATION: NA FT. SKEW ANGLE: 0° ........ INLET 893,00 ELEVATION'OUTLET ELEVATION: : .............. 0 ::::::: i0:::::::::: 40::::::: 50::::::: ......: SCOUR CONFIRMATION RECOMMENDATION ........ ........ ......... ......... ......... ......... ......... ......... ......... .:::::::. .:::::::. .:::::::. .:::::::. .:::::: DATE: N/A ........................ . X -SECTION 50' UPSTREAM TOTAL SCOUR AT PIER EL. NA SCOUR CODE: NA 2' C 1;4 R' TR Ail 1 n- 1) n- BLVD 6' SHLD 12' LANE 2' C 0.015 0.02 0.02 TYPICAL SECTION THRU oononcFn onAMAiAV CE RAVINE PKWY WB l:g BOX CULVERT SURVEY SHEETS MADE FROM: STANTEC SURVEY .............................................. ............................................................................................ ............................................................................................ BENCH MARK ELEVATION ....................... (NAVD88) LOCATION: ............................................................................. . ............................................................................................ LOCATED APPROXIMATELY XXX' WEST OF CONTROL POINT FOR ............................................................................................ ............................................................................................ 2ND BENCH MARK ELEVATION ...................... (NAVD88) LOCATION: ............................................................................. . X= Y= ............................................................................................ LOCATED APPROXIMATELY EAST OFCONTROLPOINT FOR MINNESOTA DEPARTMENT OF TRANSPORTATION BOX CULVERT SURVEY AT MILE POINT ................... ON .RAVINE PKWY W.B. PROPOSED BOX CULVERT LOCATED0:42 MILES WEST OF JCT CO HWY 19 ..................................................................... . SEC ................... TAP................... R:................. CITY COTTAGE GROVE COUNTY WASHINGTON NO DATE I APPR REVISION SURVEY PEW SHEEP CITY OF COTTAGE GROVE MN °�W" M"L Cottage ® Stantec ' 411 DESIGNED M"` � Grove SURVEY RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JOH 2335 Highway 36W W.B. BOX CULVERT P,,edty Meet SAP 180-121-001, SAP 180-123-001 OF APPROVED KOHhere pride and St. Paul, MN 55113 PROF. NO. ,8038,8 1 —taar—cm SAP 180-110-013, SAP 180-020-013 547 'A' waw o OF CA No QEo o°0r NO DATE I APPR REVISION SURVEY PEW SHEEP CITY OF COTTAGE GROVE MN °�W" °°"L cottage ® Stantec ' 412 DESIGNED M"` � Grove SURVEY PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JOH 2335 Highway 36W W.B. BOX CULVERT P..... Y Meet SAP 180-121-001, SAP 180-123-001 OF APPROVED KOHhere pride and St. Paul, MN 55113 PROF. NO. ,8038,8 1 —taar—cm SAP 180-110-013, SAP 180-020-013 547 aAa= waw o E W. B. 6' X 6' BOX CULVERT @W.B. RAVINEALIGNMENT STA. 404+50 PROPOSED FINISHED PROFILE GRADE W.B. RAVINE PKWY EL. 908.01 SB -12 EL. 896.9 LOWER LIMIT OF STRUCTURE EXCAVATION CULVERT INLET- 894.00 CULVERT OUTLET - 893.00 ORGANIC CLAY TOPSOIL, black, moist SILTY SAND, with a little silt, mostly fine grained, light brown to brown, moist, medium dense SAND, with little gravel, fine to medium grained, light brown to brown, moist, medium dense END OF BORING NO I DATE I APPR REVISION SURVEY PEWMNL CITY OF COTTAGE GROVE MN "�� °�W" M"` � Cottage ® Stantee ' 413 °Es��"E° "'"` Grove SURVEY PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED DoH W.B. BOX CULVERT OF ericy neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 APPROVED JOH ""i pride and �,,,� St. Paul, MN 55113 PROF. NO. 18038,8 wwwstantec.�m SAP 180-110-013, SAP 180-020-013 547 TYPICAL SECTIONS & PERTINENT DATA CONTRACTED PROFILE SCALE: HOR. jjjjj� VER. lllll� 0 25 50 0 5 10 SCALES AS SHOWN LOCATION ENGINEER'S OBSERVATIONS AT BOX CULVERT SITE 1. SPECIAL FEATURES: WATERFALLS, DAMS, FLOODS, ICE, DEBRIS, SLIDING BANKS, RECREATIONAL BOATING. oM< h¢�o a o o0 waw o EL'.'930 NO DATE I APPR REVISION SURVEY PEW SHEEP CITY OF COTTAGE GROVE MN °�W" °°"L cottage ® Stantec ' 415 DESIGNED M"` � Grove SURVEY PLAN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JOH 2335 Highway 36W E.B. BOX CULVERT P,,,p.dty Meet SAP 180-121-001, SAP 180-123-001 °` APPROVED KOHhere pride and St. Paul, MN 55113 PROF. NO. ,8038,8—taar—cm SAP 180-110-013, SAP 180-020-013 547 SB -18 EL. 898.4 ORGANIC CLAY TOPSOIL, dark brown some black moist 3.5 SILTY SAND, with a little gravel, mostly fine grained, light brown to brown, moist, loose to medium dense 10.0 SILTY SAND, with gravel, cobbles, mostly fine grained, brown, moist, medium dense END OF BORING E E. B. 6' X 6' BOX CULVERT @E.B. RAVINE ALIGNMENT STA. 198+90 PROPOSED FINISHED PROFILE GRADE STA. 198+90 EL. 909.88 LOWER LIMIT OF STRUCTURE EXCAVATION CULVERT INLET - 893.00 CULVERT OUTLET - 893.00 NO DATE I APPR REVISION SURVEY PEN SHEET CITY OF COTTAGE GROVE MN °�W" °°"L cottage ® Stantec ' 416 DESIGNED M"` � Grove SURVEY PROFILE RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED JOH 2335 Highway 36W E.B. BOX CULVERT P,,,p.dty Meet SAP 180-121-001, SAP 180-123-001 °` APPROVED KOHhere pride and St. Paul, MN 55113 PROF. NO. ,8038,8 —waft—c- SAP 180-110-013, SAP 180-020-013 547 o�.< h=Q= ooh= ------------------- II II I I I DESIGN DATA — I I I I I I I III -------------------- I I IIII II III I I I I I I ill i — — —�/II III I III II I I I I I I ---------------- --- 11� I I 1 III 1 i 1 I 20,000 E.B. VEHICLE (AASHTO H-10 TRUCK) GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". ___________ Ill�il � BEG. OF BRIDGE-- I I I I B.F. WEST ABUT. III III III I I I STA. 13+44.68,4' RT I I III I I I EL. 908.50 I I III I III I I I I I I III I \_ III II13+50 L I SII III I I I STEEL REINFORCEMENT fy = 60,000 PSI II Ilrtj � 111 111 I III Ilj I I � I I I I 7''RAIL 11 I I III I I I I I I SEE GRADING PLANS I I I I I 11 I 16'-6" I I (TYP.) ---------------- 1 II 1�1 I (TYP.) I I I I — — — — — — — — — — — — — — — — / I ISI I ------ I i 1 I i I o o I I rn I I I I ______ - - - - - - - - - - 1 I 111 I I I - - - - - - - - - - - - - - - - FOUNDATION DATA: I Ilj I I D SPREAD FOOTING MAX. NET ALLOWABLE I I 1 END OF BRIDGEI I I I I I I I I I I \ I 1 DESIGN DATA 2017 AASHTO -RFD BRIDGE DESIGN SPECIFICATIONS ANDTHE 2009 (AND CURRENT I I I I I I I I I III -------------------- I I IIII - INTERIM) AASHTO -RFD GUIDE SPECS FOR DESIGN OF PEDESTRIAN BRIDGES. LOAD RESISTANCE AND FACTOR DESIGN METHOD I I I III \ = I I I o I I I LIVE LOAD: 90 PSF PEDESTRIAN OR I I I I I I 1 III 1 i 1 I 20,000 E.B. VEHICLE (AASHTO H-10 TRUCK) GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". I I a iI w I I DISTRIBUTED AS A 4 -WHEEL VEHICLE WITH 1 RIPRAP LIMITS I I I I III BARS MARKED WITH THE SUFFIX "E" ARE EPDXY COATED IN ACCORDANCE WITH SPEC. 3301. 80% OF LOAD ON REAR WHEELS. I (TYP.) I I I III I \ 0 5 9 MATERIAL STRENGTHS: i I I 1 I I I III I \_ I I 1 I I I I I III I\ I I CONCRETE fc = 4,000 PSI I I I I III I �- I I I I STEEL REINFORCEMENT fy = 60,000 PSI I 72'-8' I I I I I I III I I I I I I I I I I STRUCTURAL STEEL fy = 50,000 PSI (3309) I I I I I I I 11 I (UNPAINTED WEATHERING STEEL) I I I I III 1 1 \ WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND STRUCTURAL STEEL TUBING fy = 50,000 PSI (3361) 70'-0"V-4--" THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER ______ - - - - - - - - - - TYPE C (UNPAINTED WEATHERING STEEL) IPREFABRICATED BRIDGE 1 I I I I FOUNDATION DATA: I I I III I SPREAD FOOTING MAX. NET ALLOWABLE I I 1 END OF BRIDGEI SOIL PRESSURE = 2000 PSF ___ ------- HYDRAULIC DATA: HIGH WATER = 902.00 I PREFABRICATED I I I A I ;7r B. F. EAST ABUT. NOTES I I I I I PEDESTRIAN BRIDGE R0781 I I I III I I I STA. 14+17.35, 4' RT CONSTRUCTION I I I I I 1 I III I I EL. 908.50 I I I I I I III I TRAIL ALIGNMENT THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR I I I I I 1 1 CONSTRUCTION" SHALL GOVERN. 1 I I 1 I I I I 1 14+00 I I III I I III I I TO BE DETERMINED DURING CONSTRUCTION BY THE CONTRACTOR DEPENDING ON SOIL PROPERTIES AND/OR DRAWINGS SHALL NOT BE SCALED. I I I 1 o q p o I I I I I I = I I I o I I I I I I 1 I I I III I 1 I 11 1 I I 1 i i 1 1 i 1 I 0 THE BAR SIZES SHOWN IN THIS PLAN ARE U.S. CUSTOMARY DESIGNATIONS. GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". I I a iI w I I I I III I 1 III I I II 1 BARS MARKED WITH THE SUFFIX "E" ARE EPDXY COATED IN ACCORDANCE WITH SPEC. 3301. 10'-0" I U I I I I I I I I III I III I ------ BACKFILL FRONT AND BACKSIDE OF ABUTMENTIN EQUAL LIFTS. SEE SPECIAL PROVISIONS FOR ALL X000(.6XX SERIES PAY ITEMS FOR ADDITIONAL REQUIREMENTS. I I 1 I I I I I III I\ I I I I I I j I I I I I I I I I I I GENERAL PLAN I I I EXCAVATE TO THE BOTTOM ELEVATION SHOWN FOR EACH SUBSTRUCTURE UNITAS THE LOWER LIMIT AND 1 I I I III I TO EXISTING GRADE AS THE UPPER LIMIT. THE EXTENT OF THE EXCAVATION INCLUDING BACK SLOPE ANGLE DESCRIPTION I I III TO BE DETERMINED DURING CONSTRUCTION BY THE CONTRACTOR DEPENDING ON SOIL PROPERTIES AND/OR I o I I I I I I I I I OSHA SAFETY FACTORS. BACKFILL TO FINISH SUBGRADE WITH STRUCTURE BACKFILL MATERIAL. o q p o I I I I I I THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY 425 I I I I I I 1-- LEVEL WAS DETERMINED IN ACCORDANCE WITH THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD 1 i 1 I 1 BRIDGE NAMEPLATE - ---- I III I I -------------' I GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". I I I LOCATED ON FRONT I I I j j I FACE OF ABUTMENT III 111 VERIFY ENGINEERED BRIDGE DIMENSIONS BEFORE CONSTRUCTING SUBSTRUCTURE UNITS. 10'-0" I I I I I I I III 11 1 CHANNEL BOTTOM I I I I I I I VIII I I I III I ------ BACKFILL FRONT AND BACKSIDE OF ABUTMENTIN EQUAL LIFTS. I I I I I I I I 1 I I I I I III I\ I I DRESS SLOPES AND PLACE FILTER MATERIALS AND RIPRAP IN APPROXIMATE AREAS AS DIRECTED BY THE I I I I I I \ j ENGINEER I I GENERAL PLAN I I I 1 I I I IIII --- — ------- I I I I I I I I I I I D 1 III D I I SEE GRADING PLANS FOR SEEDING, TOPSOIL & RESTORATION & FORTRAIL ALIGNMENT AND PROFILE GRADE. I I I I I I I I 11 I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 70'-0" - OUTTO OUT OF PREFABRICATED BRIDGE Q1 THE PAY QUANTITY FOR STRUCTURE 920 EXCAVATION CLASS E IS BASED UPON ORNAMENTAL CL BRIDGE R0781 ORNAMENTAL G EXCAVATING DOWN FROM THIS SURFACEATTHE LIMITS DESCRIBED IN 2451.4.A. THE ACTUAL METAL RAILING HIGHWATER EL. 902.00' DESIGN SPECIAL (100 YR.) DESIGN SPECIAL EXTENT OF EXCAVATION MAY DIFFER AS DETERMINED IN THE FIELD BY SAFE BACKSLOPE 915 ANGLES AND OTHER OSHA SAFETY FACTORS BUT PROPOSED TRAIL PROPOSED TRAIL NO ADDITIONAL PAYMENT WILL BE MADE UNLESS EL. 908.50' EL. 908.50' PREVIOUSLY AGREED UPON BY THE ENGINEER. 0 910 905 1-LL,—EXP — — — —\GROUND -7/8� RESIDUALCAM�R-— — — _ _ MIN. LOW MEMBER2 BERM EL. 902.50(TYP.) EL. 906.00900 SURFACE AFTER 1 PROPOSED FINAL GRADE EXISTING MILITARY ROAD 0 EL. 897.00 REMOVAL EL. 893.00' FLOW LINE AND LOW 1 L WATER ELEVATION 1 895 WEST ABUTMENT =0 3 3 RANDOM RIPRAPCLASSIII AVG. V-6" THICK 890 WITH GEOTEXTILE FILTERTYPE 7 10'-0" (TYPO CHANNEL BOT TOM ELEVATION REVISION FIX� 1 — EL. 897.00 EAST ABUTMENT SIGNATURE PRINT NAME JAN HANSEN DATE: LICENSE NO. 54640 APPROVED CITY OF COTTAGE GROVE ENGINEER DATE: APPROVED STATE BRIDGE ENGINEER DATE: MINNESOTA DEPARTMENT OF TRANSPORTATION BRIDGE NO. R0781 LOCATED ON MILITARY TRAIL BRIDGE TYPE ID NUMBER: SEC. XX TAP. XXX N R. XX W CITY OF COTTAGE GROVE WASHINGTON COUNTY DES: MNL DR: SMV CHK: JOH CHK: GWM BRIDGE NO. R0781 DRAWNRVEY PN CITY OF COTTAGE GROVE MN "�� DRAWN MND Cottage RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 417 DESIGNED nnN� meGrove Stantee PEDESTRIAN BRIDGE R0781CHECKED JOH ,osverlcyneer � 3s'�ghway36w PLAN, ELEVATION AND NOTES SAP 180-121-001, SAP 180-123-001 OF APPROVED DoH here Pride andP St. Paul, MN 55 113 w.K}a't m SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1931 y 8038]8 LIST OF SHEETS NO. DESCRIPTION 417 GENERAL PLAN AND ELEVATION 418 TYPICAL SECTION &QUANTITIES 419-423 ABUTMENT DETAILS 424 ORNAMENTAL METAL RAILING 425 RIPRAP SLOPE WITH GEOTEXTILE FILTER 426 BRIDGE STANDARD PLATES 427 BRIDGE SURVEY 428 BRIDGE SURVEY PLAN AND PROFILE SIGNATURE PRINT NAME JAN HANSEN DATE: LICENSE NO. 54640 APPROVED CITY OF COTTAGE GROVE ENGINEER DATE: APPROVED STATE BRIDGE ENGINEER DATE: MINNESOTA DEPARTMENT OF TRANSPORTATION BRIDGE NO. R0781 LOCATED ON MILITARY TRAIL BRIDGE TYPE ID NUMBER: SEC. XX TAP. XXX N R. XX W CITY OF COTTAGE GROVE WASHINGTON COUNTY DES: MNL DR: SMV CHK: JOH CHK: GWM BRIDGE NO. R0781 DRAWNRVEY PN CITY OF COTTAGE GROVE MN "�� DRAWN MND Cottage RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 417 DESIGNED nnN� meGrove Stantee PEDESTRIAN BRIDGE R0781CHECKED JOH ,osverlcyneer � 3s'�ghway36w PLAN, ELEVATION AND NOTES SAP 180-121-001, SAP 180-123-001 OF APPROVED DoH here Pride andP St. Paul, MN 55 113 w.K}a't m SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1931 y 8038]8 a Aa= waw o KEYNOTES 0 SELECT GRANULAR EMBANKMENT TO COMPLY WITH SPEC. 3149.2.B.2. COMPACT SELECT GRANULAR EMBANKMENT TOA RELATIVE DENSITY OF 100%. 0 INCLUDE THE COST OF REINFORCING BARS. Q THE CITY OF COTTAGE GROVE WILL PURCHASE AND PROVIDETHE PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURETOTHE CONTRACTOR FOR INSTALLATION. PAY ITEM ITEM 2402.601, PEDESTRIAN BRIDGE, INCLUDES ALL COSTS ASSOCIATED WITH INSTALLATION OF ANCHOR ASSEMBLIES AND PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE ON THE ABUTMENT SEATS AFTERTHE CONCRETE HAS SUFFICIENTLY CURED. ® COARSE FILTER AGGREGATE TO CONFORM TO SPEC, 3149.2.H ANDTHE DENSITY OF THE COARSE FILTER AGGREGATE TO BE ATTAINED BY THE METHOD OF QUALITY COMPACTION IN ACCORDANCE WITH THE REQUIREMENTS OF SPEC 2105.3.F.2. AS AN OPTION, THE CONTRACTOR MAY USE COARSE AGGREGATE BEDDING CONFORMING TO SPEC. 3149.2.G.2 AS APPROVED BY THE FIELD ENGINEER. EXCAVATETO 6 INCHES BELOW BOTTOM OF SPREAD FOOTING OR BOTTOM OF UNSUITABLE SOIL, WHICHEVER IS GREATER. ALL LOOSE, SOFT, OR OTHERWISE UNSUITABLE SOILS SHALL BE REMOVED. 0 EPDXY COATED REINFORCEMENT BARS AS DESIGNED BY BRIDGE SUPPLIER AND CONSIDERED INCIDENTAL TO PAY ITEM BRIDGE SLAB CONCRETE. © COORDINATE WITH BRIDGE SUPPLIER. 0 INCLUDE THE COST OF PROVIDING AND INSTALLATION OF BRIDGE NAMEPLATE PER STANDARD PLATE B101. SEE SHEET 426. PEDESTRIAN BRIDGE 12'-4" 12' - 0" Cl FAR SECTION THRU BRIDGE WALL TO MATCH -E AT EACH 3E (IYP.) BRIDGE CC 0 0 0 0 0 SELECT STRUCTURE REINFORCEMENT DRAINAGE ORNAMENTAL GRANULAR EXCAVATION STRUCTURAL REINFORCEMENT BARS (EPDXY BRIDGE SLAB FOUNDATION PEDESTRIAN BRIDGE COARSE FILTER SYSTEM TYPE GEOTEXTILE RANDOM RIPRAP FENCE DESIGN EMBANKMENT CONCRETE (3652) BARS CONCRETE (3Y42 -M) PREPARATION (SUPERSTRUCTURE) AGGREGATE (CV) FILTER TYPE 7 CLASS III STATION LOCATION ALIGN (CV) CLASS E COATED) (B910) SPECIAL NOTES 2106.507 2557.603 2401.507 2401.507 2401.508 2401.508 2401.518 2401.601 2402.601 2451.507 2502.501 2511.504 2511.507 CU YD CU YD CU YD POUND POUND SO FT LUMP SUM LUMP SUM CU YD LUMP SUM SO YD CU YD LIN FT BRIDGE MILITARY TRAIL 165 208 68 50 500 852 1 1 10 1 221 109 43 TOTAL 165 208 68 50 500 852 1 1 10 1 221 109 43 NO DATE I APPR REVISION SURVEY PEW 11EEF Cotta e CITY OF COTTAGE GROVE MN MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 418 DESIGNED MNP � Grove Stantec PEDESTRIAN BRIDGE R0781 , CHECKED JIT rosvericyneer 2335HIghway36W TYPICAL SECTION &QUANTITIES SAP 180-121-001, SAP 180-123-001 °` APPROVED JOH here Pride."6 St. Paul, MN 55113 wwwstant—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 193803878 OF U oo Quo 0 CONSTRUCTION NOTES VERIFY ALL DIMENSIONS WITH BRIDGE MANUFACTURER PRIORTO CONSTRUCTION PLACE CONCRETE WITHOUT CONSTRUCTION JOINTS EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS OR AS APPROVED BYTHE ENGINEER FORM ALL EXPOSED CONCRETE EDGES WITH A 1/2" OR 3/4" CHAMFER UNLESS OTHERWISE NOTED. KEYNOTES Q VERIFY BRIDGE SEAT DIMENSIONS AND EXACT ANCHOR BOLT LOCATIONS WITH BRIDGE SUPPLIER. MIN. 2" CLEAR BETWEEN ANCHOR BOLTS AND ABUTMENT REINFORCING. Q TOP OF BACKWALL TO MATCH TOP OF DECK ON PEDESTRIAN BRIDGE. 0 3' 6' 2'-10" ANCHOR RODS - DESIGNED BY BRIDGE FABRICATOR CONSTR. JT.—\ 2" X 12" KEYWAY I TOP OF WALL (TYP.) � 0 N EL. 906.00 io i� FRONT FACE BRG. SEAT (VERIFY) EL. 898.5 TOP OF FTG. (TYP.) EL. 897.00 BOT OF FTG. MP.) �o 4'-10" 2'-10" 1 3'-4" 11'-0" SECTION A -A FUU 11N6 BRIDGE 16'-8" ANCHOR BOLT ASSEMBLY 1'-6" 1'-6" DESIGN AND EXACT LOCATION 1Q 1'-4" T-6" T-6" 1'-4" Q TOP OF WINGWALL BRIDGES BY BRIDGE MANUFACTURER 0 0 ORNAMENTAL METAL RAIL NOT SHOWN ) EL. 908.50 WINGWALL (TYP.) - TOP OF WALL (TYP.) 0 N B . ABUTMENT J 1,711, ORNAMENTAL \ / METAL RAIL DESIGN SPECIAL (TYP.) GRADE LINE ANCHOR BOLT ASSEMBLY OO — �EL. 902.50E 4 EXACT LOCATION AND 1 ° F.F. ABUTMENT DESIGN BY BRIDGE SUPPLIER 0 ° D° (TYP.) I F.F. ABUTMENT FI RQR S ABUTMENT PLAN 19'-2" �o (TYP.) (TYP.) NO DATE I APPR REVISION SURVEY PEW SHEET Cotta e CITY OF COTTAGE GROVE MN MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 419 DESIGNED MNE � Grove Stantec PEDESTRIAN BRIDGE R0781 , CHECKED JIT rosvericyneer 2335HIghway36W ABUTMENT DETAILS SAP 180-121-001, SAP 180-123-001 °` APPROVED JOH here Pride."6 St. Paul, MN 55113 wwwstant—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1938038]8 aAa w aw o KEYNOTES Q ELEVATIONS AND DIMENSIONS TYPICAL FORALL FOUR RETAINING WALLS. MIRRORVIEW FOR WALLS NOT SHOWN. 0 3' ORNAMENTAL METAL RAI DESIGN SPE 6' RNAMENTAL IE WITH OF UL IUTMENT LINE !.SO W 1N 6 W ALL ..-- ........ ---- • I NG WINGWALL ELEVATION 01 LOOKING AT F.F. BITUMINOUS TRAIL WITH 6" AGGREGATE BASE (SEE GRADING PLANS) TOP OF ABUTMENT EL. 908.50 a D: RANDOM RIPRAP CLASS III as WITH GEOTEXTILE FABRIC TYPE 7 D PROPOSED FINAL GRADE T GRA7EMBANKMENT a a O a EL. 897.00 a BOT OF FTG. 6" COARSE FILTER AGGREGATE DRAINAGE SYSTEM TYPE (B910) SELECT GRANULAR SEE SHEET 426 EMBANKMENT COMPLETED SECTION ORNAMENT/ WINGWALL SECTION A -A NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAW" ^^"� Cotta e RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 420 Desk"eD nn"� � Grove Stantee PEDESTRIAN BRIDGE R0781 CHECKED JIT rosperityMeet 2335HIghway36A WINGWALL & CONSTRUCTION DETAILS SAP 180-121-001, SAP 180-123-001 OF APPROVED JOH here Pride."6 St. Paul, MN 55113 wwwstant—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1938038]8 CONSTRUCTION NOTES VERIFY ALL DIMENSIONS WITH BRIDGE MANUFACTURER PRIORTO CONSTRUCTION INSTALL LAP SPLICES AND 90 DEGREE HOOKS AS MINIMUM SHOWN BELOW UNLESS OTHERWISE NOTED: REINF. BAR SIZE LAP SPLICE (IN) 90° END HOOK (IN) #4 25 8 #5 31 10 PLACE CONCRETE WITHOUT CONSTRUCTION JOINTS EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS OR AS APPROVED BYTHE ENGINEER FORM ALL EXPOSED CONCRETE EDGES WITH A 1/2" OR 3/4" CHAMFER UNLESS OTHERWISE NOTED. KEYNOTES Q VERIFY BRIDGE SEAT DIMENSIONS AND EXACT ANCHOR BOLT LOCATIONS WITH BRIDGE SUPPLIER. MIN. 2" CLEAR BETWEEN ANCHOR BOLTS AND ABUTMENT REINFORCING. 0 1.5' 3- 2 - A401E TY P. AT WINGS i BRIDGE ELEVATION VIEW NO DATE APPR REVISION SURVEY PEW sHEEr Cotta e CITY OF COTTAGE GROVE MN MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 421 DESIGNED MNP � Grove Stantec PEDESTRIAN BRIDGE R0781 , CHECKED JOH rosvericyneer 2335HIghway36W BRIDGE REINFORCING DETAILS SAP 180-121-001, SAP 180-123-001 °` APPROVED JOH here Pride andP St. Paul, MN 55113 PROF. NO. 193803878 wwwstant—c— SAP 180-110-013, SAP 180-020-013 547 KFVNCITFS Q VERIFY BRIDGE SEAT DIMENSIONS AND EXACT ANCHOR BOLT LOCATIONS WITH BRIDGE SUPPLIER. MIN. 2" CLEAR BETWEEN ANCHOR BOLTS AND ABUTMENT REINFORCING. 1.5' 3- q BRIDGE F-nnTTNC; PI ON A403E SECTION B -B - F.F. NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAW" ^^"� Cotta e RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 422 DESIGNED nn"� � Grove Stantee PEDESTRIAN BRIDGE R0781 CHECKED J IT rosvericyneer 2335HIghway36W BRIDGE REINFORCING DETAILS SAP 180-121-001, SAP 180-123-001 °` APPROVED JOH here Pride andP St. Paul, MN 55113 wwwstant—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1938038]8 mFE5 o,.a Q3Q a ag=- aA waw _opo BILL OF REINFORCING BAR BEND DETAILS NO DATE I APPR REVISION SURVEY RE CITY OF COTTAGE GROVE MN 1"Ea DRAW" ^^"� Cotta e RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 423 DESIGNED nn"� � Grove Stantee PEDESTRIAN BRIDGE R0781 CHECKED J IT ,osver�cyneer 2335HIghway36W BILL OF REINFORCEMENT SAP 180-121-001, SAP 180-123-001 °` APPROVED DoH here Pride andP St. Paul, MN 55113 wwwsla't—c m SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 1938038]8 aAa w<w o 12" MIN. 10'-0" MAX. –6" MAX. RAIL POST SPACING (TYP.�2 OUT–TO–OUT ALONG < ORNAMENTAL METAL RAILING (DESIGN T-4 PARAPET MOUNT) 2" AT ALL TEMPS. 2'-6" MAX. 2'-6" MAX. 2'-0' MIN.2'-0 N ZS ONLY DETAIL "A" (TYP.) 10'-0" MAX. RAIL POST SPACING 6" MAXIMUM B SPINDLE SPACING (TYP.) HSS3 x 2 x 3/15 DETAIL "C" (TYP.) (TYP. HORIZ. RAIL) MAX. 4" CLEAR MAX. < LIGHT POLE ®® --__-c/ TYP III IIIIIIIIIIIIIII I 11111111111111111111111 1111 1111 1AX. c �4" y RAILING HEIGHT TABLE STEEL CAP /2 1/4 NOMINAL HEIGHT QA 4'-6" 1'-10" 1'-2" VENT HOLE. PROVISIONS. REFER TO THE ELECTRICAL PLANS AND ELECTRICAL SPECIAL TOP OF CONCRETE WINGWALLS SEE RAILPOST CAP DETAIL TOP OF PROVISIONS FOR DETAILS REGARDING BONDING MULTIPLE ELECTRICAL SLOPES. SEE WINGWALL HSS3 X 2 X 3/16 RAIL (TYP.) CONCRETE GROUNDING SYSTEMS. DETAIL SHEETS FOR SLOPE CD WINGWALL RAIL SPINDLES 1 SEE WINGWALL PAYMENT LENGTH SHALL BE MEASURED AS THE OUT TO OUT LENGTH SEE CONCRETE PARAPET PLAN`" 3/4" x 3/4" SOLID SHEETS FOR DETAILS ALONG THE CENTERLINE OF THE RAILING BETWEEN THE OUTSIDE ENDS, SHEET FOR JOINT DETAILS BAR (SPEC. 3306) TRAFFIC RAIL POST SIDE HSS4 x 4 x 1/4 --__-c/ TYP III IIIIIIIIIIIIIII I 11111111111111111111111 1111 1111 1AX. c �4" y GENERAL NOTES z_ 1/4 CONTINUOUSLY GROUND ALL METAL RAILINGS; SEE THE SPECIAL z PROVISIONS. REFER TO THE ELECTRICAL PLANS AND ELECTRICAL SPECIAL TOP OF CONCRETE WINGWALLS P. AT CANTILEVERS ONLY TOP OF PROVISIONS FOR DETAILS REGARDING BONDING MULTIPLE ELECTRICAL SLOPES. SEE WINGWALL CONCRETE GROUNDING SYSTEMS. DETAIL SHEETS FOR SLOPE CD WINGWALL 12" MIN. 1 SEE WINGWALL PAYMENT LENGTH SHALL BE MEASURED AS THE OUT TO OUT LENGTH SEE CONCRETE PARAPET PLAN`" SHEETS FOR DETAILS ALONG THE CENTERLINE OF THE RAILING BETWEEN THE OUTSIDE ENDS, SHEET FOR JOINT DETAILS WITH DEDUCTIONS FOR THE LENGTH OF CONCRETE POSTS, IF PRESENT. PROVIDE A500, GRADE B STRUCTURAL STEEL TUBING (HSS) IN THE RAIL CONFORMING TO SPEC. 3361. ALL OTHER STEEL SHALL CONFORM TO SPEC. 3306. BRIDGE APPROACH OR WINGWALL BRIDGE SUPERSTRUCTURE < CONTROL JOINT O5 GALVANIZE BOLTS, NUTS, WASHERS AND ANCHORS PER SPEC. 3392. SECTION B—B GALVANIZE ALL OTHER STRUCTURAL STEEL PER SPEC. 3394, AFTER 8" INSIDE ELEVATION OF RAILING x x 1/4" FABRICATION. < POST N21/2 YLON SHIM (s'–o" TALL OPTION SHOWN) TALL COAT THE GALVANIZED RAILING, BASE PLATES, AND PROTRUDING PORTIONS 2" 2" 2" OF BOLTS, NUTS, ANCHORS, AND WASHERS. 11/ " 3/4"x 8"x 10" ? INSTALL RAIL POSTS AND SPINDLES [ NORMAL TO GRADE OR PLUMB. ] 15/16" DIA. HOLE (TYP.) 11/4' 1/2 1/2 -1 4 CURVE HORIZONTAL RAILS WHERE APPLICABLE AND PLACE RAILS PARALLEL CLEAR CLEAR 5"33/1."=fl TO THE EDGE OF SIDEWALK PROFILE. < POST < 1/2" DIA. SOCKET A307 10' < 1/2" DIA. SOCKET A307 BUTTON HEAD CAP SCRREWEW BUTTON HEAD CAP SCREW SEE SPECIAL PROVISIONS FOR REQUIREMENTS NOT INCLUDED ON THIS 5 33/ 3" x 3" "B" SHEET. SQUARE VENT DETAIL HOLE CENTERED THIS SHEE I I DRILL 1/2" DIA. MAX. VENT HOLES ON THE UNDERSIDE OF RAIL TUBES AS ON POST f At TYP. NECESSARY TO FACILITATE GALVANIZING. 11/ < RAIL & BASE PLATE RL 1/2' x 2' x 3' /1 1/2" DIA. SOCKET A307 BUTTON HEAD (D DRILL VENT HOLE IN THE RAIL POST WITHIN 2" OF THE UNDERSIDE OF THE CAP, ON THE NON–TRAFFIC SIDE OF THE POST AS NECESSARY TO (TYP) CAP SCREW WITH WASHER AND FACILITATE GALVANIZING. MAXIMUM HOLE SIZE IS 1/2" DIA. BASE PLATE 2–JAM NUTS OR LOCK NUT (TYP.) DETAIL „B„ O2 PLACE < OF END POST 12" FROM END OF CONCRETE WINGWALL IF HSS3 x 2 x 3/16 21/2" x 3" SLOT 41/2" GUARDRAIL CONNECTION PLATE IS PRESENT. (TYP.) HSS4 x 4 x 1/4 POST O3 IF LIGHT POLE IS MOUNTED ON BUSTER, RAILING MAY BE CONTINUOUS MIN. (TYP. IN FRONT OF LIGHT POLE (SEE PARAPET & LIGHT POLE DETAILS). ® CONTRACTOR TO COORDINATE LIGHT POLE DETAILS WITH THE RAILING < RAIL, WINGWALL A 3 SIDES TYP. 1/8' FABRICATOR TO ENSURE PROPER CLEARANCES AND RAILING < POST & BASE PLATE 4" MIN. 4" MIN. — II 1" CONFIGURATION ADJACENT TO THE POLE. 2" PROJ CTIO 61/2 3/8" DIA. WEEP HOLE 53/4" MAX. 53/4" MAX. 3/ ® SEE SUPERSTRUCTURE AND CONCRETE PARAPET PLAN SHEETS FOR ® TDP OF BASE PLATE DETAIL �,C" TYP, CONTROL JOINT SPACING AND DETAILS. 3/4" BASE PLATE 1/B VENT © PROVIDE A PYRAMID TOP STYLE STEEL CAP WELDED TO TOP OF POST HOLE WITH A SURFACE FINISH OF 1000 MICRO–INCH, OR SMOOTHER, PRIOR 21/2" x 31/4" SLOT AT BO < HSS4 x 4 x 1/4 POST 1/2" x 3" O TO GALVANIZING. HSS3 x 2 x 3/16 (TYP. HSS3 x 2 x 3/16 END SPINDLE FOR NON—RAISED SIDEWALK, SEE CONCRETE WINGWALL PLAN SHEET. TOP, MIDDLE AND BOTTOM RAIL) (T�) (TYP.) II RAILPOST CAP DETAILS Q8 ADHESIVE ANCHORAGE WITH 5/8" DIA. ANCHOR ROD PER SPEC. 3385, 8 TYPE A WITH HEX NUT AND WASHER. PROVIDE AN ADHESIVE WITH A HSS3 X 2 X 3/16 MINIMUM CHARACTERISTIC BOND STRENGTH IN UNCRACKED CONCRETE (TYP.) OF 1.5 KSI. EMBED THE ANCHORAGE NO LESS THAN 5" REGARDLESS OF 1" ❑ CHARACTERISTIC BOND STRENGTH. DRILL THROUGH REINFORCEMENT (IF ENCOUNTERED) TO ACHIEVE MINIMUM EMBEDMENT. ENSURE HEX NUT 1" T IS IN CONTACT WITH THE ADJACENT SURFACE AND TORQUE TO 60 FT—LBS UNLESS A HIGHER TORQUE IS RECOMMENDED BY THE _ MANUFACTURER. PROOF LOAD 6.9 KIPS. SEE SPECIAL PROVISIONS ANCHOR DETAIL FOR ADDITIONAL REQUIREMENTS .TO 21/2" x 11 /2" x 1/4" 1/2" x 2" x 3" (TYP.) 13/4" 11/4-,, WELD PLATE ,.A„ NYLON SHIM (TYP.) (TYP,) TYP.) DETAIL REVISION: < 5/8" DIA. HOLE IN TUBE. 5/8" DIA. x 1" SLOTTED HOLE IN SECTION A—A APPfj(}O�D: �RUAI�Y 2018 PLATE ONE END OF PANEL ONLY. �/ FIG. 5-397.164 (TYP. TOP, MIDDLE AND BOTTOM RAIL) AlE BOOMQiQNE�i NO DATE A°PR REVISION SURVEYPEW Cottage Grove Pride and Pros erityMeet Stantec 2335HIghway36w St. Paul, VN55113 wwwstant—c— ORNAMENTAL METAL RAILING (DESIGN T-5 PARAPET MOUNT) CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 "E� DRAWN �W" VNO NL 424 DESIGNED CHECKED off OF APPROVED JOHhere 547 PROF. NO. 193803878 FRONT FACE OF —BOTTOM OF BI DETAIL "A" 000 10'-0" MIN. 0 B PASSAGE BENCH, IF REQUIRED 1 O TYP (REFER TO SECTION A—A) B� _ OUTSIDE FACE OF BR. 10'-0" U TOE OF RIPRAP SLOPE A < BRIDGE LAYOUT THICKNESS = T 7 FRONT FACE OF ABUTMENT 10'-0" MIN. 0 A B B CEDGE OF RIPRAP /j- 10'-0" jNFRONT FAC F ABUTMENT O OF BEAM SEE;VIL— MIN. RONT FACE GENERAL NOTES OF ABUTMENT GEOTEXTILE FILTER TYPE 7 PER SPEC. 3733, M X_2 TOP OF RIPRAP S E BY THE SQ. YD. B < B DGE RIPRAP PER SPEC. 2511, RANDOM RIPRAP 1:2 CLASS __ BY THE CU. YD. MA FRONT FACE OF ABUTMENT SLOPES ARE EXPRESSED AS A RAT1OF A VERTICAL DISTANCE HORIZONTAL DISTANCE. SLOPE BOTTOM OF TRENCHES 1:20 PARALLEL TO ABUTMENT FACE TO PROVIDE POSITIVE DRAINAGE. 0 SEE PLAN SHEET NO._ FOR DIMENSIONS, AND FOR ELEVATIONS OF RIPRAP TOE AND PASSAGE BENCHES. 0 PLACE RIPRAP STARTING FROM THE BOTTOM OF THE SLOPE. DO NOT PLACE RIP RAP IN TRENCH UNTIL RIPRAP HAS BEEN PLACED ON ENTIRE SLOPE BENEATH THE TRENCH. OE OF RIPRAP SLOPE < BRIDGE O3 OVERLAP GEOTEXTILE FILTER 2'-0" MINIMUM. / i A ® WRAP GEOTEXTILE FILTER AROUND TOE, OVERHANG BETWEEN 1ST AND 2ND LAYER OF RIPRAP. USE HAND PLACEMENT OR SIMILAR METHODS TO ESTABLISH LAYOUT FO LOPES PROFILE AND PLACE FABRIC IF UNDER WATER. BETWEE RIDGES O5 BURY EDGES OF GEOTEXTILE FILTER TO DIRECT WATER FLOW OVER THE FABRIC WITHOUT UNDERMINING. © OMIT THE TRENCH SHOWN IN DETAIL "D" AND THE 15'-0" MAXIMUM SPACING BETWEEN TRENCHES FOR 2'-0" SLOPES 1:3 OR FLATTER. MIN. LAP © SURFACE BENCHES WITH AGGREGATE CLASS 5 EDGE OF RIPRAP (INCIDENTAL TO RIPRAP). TIE BENCHES TO NATURAL GROUNDLINES OUTSIDE OF BRIDGE. T 2 XT(*) RIPRAP THICKNESS = T (*) GEOTEX ��� (MAX. / " RIVER BOTTOM 1 �r« F ER 1 (FLOWLINE) ,= 5'-0"J 4 — " " MAX.. EDGE OF RIPRAP " S DETAIL B" SECTION C—C SEE DETAIL O2 © GROUNDUNE GEOTETTER� 1 (MAX. SEE TAIL "C" T ILE SEC N A—A C" IL *) 1.5 X T (*) SEED IL " SEE DETAIL "B" (WI PASSAGE BENCH) ` 1 1 6" \ RIVER BOTTOM (FLOWLINE) 5 7 T FRONT FACE OF ABUTMENT SECTI A—A 1 (MAX. * DIMENSION T 3'-0" BOTTOM OF BEAM (PASSAGE B CH WITH EXTENSION) P AS NEED CLASS III = l' -6n SECTION B—B N SEE DETAIL "A" RIPRAP THICKNESS = T (*) FRONT FACE OF T (* ABUTMENT OR WINGWALL SEE DETAIL "D" O2 © 22'-0" T (* 1 0 1 3'-0� MIN. © MIN. LAP 0 SEE DETAIL "C" 3'— IN. T (• LEVEL 2 T (* GEOTEXTILE ✓ 1 RIVER BOTTOM ' 2 1 2 X T(*) FI LTER I (FLOWLINE) 1.52'-0" REPEAT AS NEEDE R 750' 2'-0" 2,-0„ MIN. FOfgT �yqy MIN. MIN. 3 X T (*) 4 DETAIL "D" SECTION A—A 4s'1'FF� REVISED: 01-05-2017 (WITHOUT PASSAGE BENCH) APPRQyED: MAY 24, 2011 DETAIL "A" DET L "B" DETAIL 'PCP'✓(/// TATE BRIDGE ENGINEER FI G. 5-397.309 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAW" MNL MNL Cottage RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 425 DESIGNED nnN� Grove Stantee RIPRAP SLOPE WITH GEOTEXTILE CHECKED JOH erityMeet 2335HIghway36A FILTER (SLOPES 1:2 AND FLATTER) SAP 180-121-001, SAP 180-123-001 °` APPROVED POH �hNre Pride and ptoSP St. Paul, MN 55113 PROF. NO. 193803878 staat,__ SAP 180-110-013, SAP 180-020-013 547 0 0= waw o BRIDGE APPROACH 3/4" 3/4•• 7/B,, 7/8„ FRONT FACE ABUTMENT SET NAMEPLATE FLUSH WITH 3/16 55/8" II3/16" SURFACE OF CONCRETE TT TT PLAN VIEW SLOPEA Ai PROTECTION M 4" NOMINAL DIA. 1/8" PERFORATED PIPE 0 DRILL AND TAP FOR 3/13" DIA. BOLT J FOOTINGLo+ 0 �ILJnUi��lDl °D n SECTION THROUGH PARAPET AND SEMI—INTEGRAL ABUTMENTS m M 4Z, FOOTING ° WINGWALL N i APPROACH RIDGE COUPLING M 3/16 4" NOMINAL PIPE SLEEVE A.J • PERFORATED PIPE • 45' ELBOW 6" CAP END ELEVATION SECTION A—A THE DASHED NUMBERS SHOWN ABOVE ARE FOR ILLUSTRATION. ° ° • ' ° a DATA TO BE SHOWN ON NAMEPLATE IS AS FOLLOWS: B ° BRIDGE R0781 FRONT FACE 4" NOMINA IA. ABUTMENT 1 YEAR 2018 PERFORA PIPE (H H SIDE) FRONT FACE 4" NOMINAL DIA. DAYLIGHT END OF ABUTMENT UNPERFORATEDCID PIPE IN SLOPE PIPE THROUGH ABUTMENT SECTION A—A 0 ^ " �~�CJI e I}Un 1H�3/16" Low E N OTES: NUMBERS FOR NAMEPLATE SECTIO THROUGH I EGRAL ABU ENT PAYMENT WILL BE INCLUDED IN THE SINGLE LUMP SUM PRICE FOR "DRAINAGE SYSTEM TYPE (6910)", INCLUDES BUT IS NOT LIMITED TO 4" DIAMETER PERFORATED AND UNPERFORATED PIPE, ELBOWS, END CAPS, COUPLINGS, SLEEVES AND PRECAST ° CONCRETE HEADWALLS. NOTES: WINGW ALL PIPE TO COMPLY WITH SPEC. 3245.2(6). MATERIAL SHALL COMPLY WITH SPEC. 3327. � 4" NOMINAL PERFORATED PIPE/SLEEVE PERFORATED PIPE WITH GEOTEXTILE KNIT SOCK PER LETTERS AND NUMBERS SHALL CONFORM TO THOSE SHOWN. 45' ELB SPEC. 3733, TYPE 1. ATTACH TO PIPE PER SPEC. 2502.3.8. D DRAFT ON LETTERS AND NUMBERS SHALL NOT BE MORE THAN 3" IN 12". CN AP END ON HIGH Q1 AT CONTRACTOR'S OPTION, TIE APPROACH PANEL HORIZONTAL SPACING OF LETTERS AND NUMBERS SHALL PRODUCE A o SDRAINAGE SYSTEM AND ABUTMENT DRAINAGE SYSTEM BALANCED LAYOUT IN PROPORTION TO SPACING SHOWN. p p INTO A SINGLE PRECAST CONCRETE HEADWALL OR INTO ®� - o A CATCH BASIN AS LONG AS A MINIMUM OF 1% POSITIVE TOP SURFACE OF LETTERS, NUMBERS AND FRAMES SHALL BE BURNISHED. p p . SLOPE CAN BE MAINTAINED. p ' p p • p , FURNISH 2 STEEL BOLTS 3/8" DIA. x 3" LONG WITH EACH PLATE. USE PRECAST CONCRETE HEADWALL NTH RODENT SCREEN. ALL DIMENSIONS FOR 3/4" HIGH LETTERS AND NUMBERS SHALL BE SEE STANDARD PLATE 3131 FOR DETAILS. IN DIRECT PROPORTION TO THOSE SHOWN FOR THE 1" HIGH 4" OMINAL DIA. FRONT ACELETTERS 1 NPERFORATED PIPE ABU AENT QQ 1/B PER FT. MINIMUM SLOPE. AND NUMBERS. AYLIGHT END OF © REFER TO GRADING PLANS FOR ABUTMENT PIPE IN SLOPE SECTI B—B BACKFILL REQUIREMENTS. APPROVED: JANUARY 13, 2015 STATE OF MINNESOTA REVISED DETAIL NO. APPROVED: NOVEMBER 22, 2002 STATE OF MINNESOTA REVISION DETAIL NO. DEPARTMENT OF TRANSPORTATION 12-02-2015 DEPARTMENT OF TRANSPORTATION 09-11-2014 DRAINAGE SYSTEM 02-22-2018 B910 ��� BRIDGE NAMEPLATE B101 - (FOR NEW BRIDGES) STATE BRIDGE EER STATE BRIDGEE NEER NO DATE APPR REVISION SURVEYPeW Cottage Cotta Stantee Grove 2335HIghway36w where Pride and ptoSP Sl. Paul, MN 55113 wwwslant—c— PEDESTRIAN BRIDGE R0781 BRIDGE STANDARD PLATES CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 AWN " 426 DESIGNED MNL CHECKED ,oH OF APPROVED SOH 547 PROF. NO. 193803878 CONTRACTED PROFILE SCALE: HOR. jjjjj� VER. 11111 0 12.5 25 0 5 10 EL. :920 1111..... 1111..... 1111..... :: . . . . . 1111... ......: ......: ...... BABUT: ......1 ........ STA.:I3+.4 68: : .EL.910. 1111::: ...... ....... ....... ......... .....: .111... . 1111::: .......... . -+3.66/... 1111::: 1111::: 1111::: 1111: 1111::: 1111::: 1111::: 1111::: ROADWAY): GIVEN LOCATION, TYPE, LENGTH, HEIGHT ABOVE HIGH WATER, ::EL: 90Q :........ ......... 1 1 1 1 .. ......... ......... . 1111... ......... ......... 1111. .. ......... LOW�MEMB ......... R........ ......... ......... .L.-900 . ......... ......... ......... 1111... ......... ........ ......... .... ... ......... ......... ......... ..EL-.�900. ......... ......... 1111 WEST kBUT...... ............... ::EL. 890 ......... 1111.. ... 1111. 1111... ......... 1111. 1111. .. ......... ......... ......... 1111.. ......... ......... ......... ......... 1111... ..... ..1111... 1111. ........ :........ ......... ......... ......... ......... 3. APPARENT HIGHWATER ELEVATION........... OBTAINED FROM............ : ........ :........ 1111. ......... 1111 1... ......: :::::::: .EL -.-890 50::::::: ................. ......... ......... pI}:::::: ......... ......... 5I}:::::: ......... ......... 1111. . PPROX.THA NEL...... ......... ......... ......... ....... ......... ......... ......... ......... ......... ......... ......... 1111.. B ...:EL.B93: 0!FQ:::::::: ......... ......... .....1111 ......... 1111..... ........ ......... ......... :::...... ......... ......... ........... 1111::: M (NORTH 1111::: 1111::: T h ... 1.1.1.1.:.:. pj W -, W 1111:::a�7 1111:::Opj .......... .EL.'880. ......... . 1111...Q1111... ......... 1111... 1111... 1111... co OW m1111... 1111... 01 O m 1111... ........ . ......... ......... 4. OTHER DATA: APPROX. VELOCITY OF WATER AT TIME OF SURVEY ............................................................................................ ......... ......... ......... ......... ......... ......... ......... UTILITY INFORMATION WARNING: DIAL GOPHER STATE ONE CALL AT 1-800-252-1166 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS TO OBTAIN COMPLETE UTILITY PROPERTY OWNERSHIP AND LOCATION INFORMATION. UTILITY INFO AVAILABLE FOR PLAN PREPARATION: THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. NOTE: FIELD VERIFY ALL UTILITIES. 25 50 R = 121.00' j j TYPICAL SECTIONS & PERTINENT DATA SCALES AS SHOWN LOCATION ENGINEER'S OBSERVATIONS AT BOX CULVERT SITE 1. SPECIAL FEATURES: WATERFALLS, DAMS, FLOODS, ICE, DEBRIS, SLIDING BANKS, RECREATIONAL BOATING. ......... ......... 1111..... 1111..... 1111..... € .. BRIDGE .. .. 1111.. . . . . . 1111... . 1111... . . . . . . . 1111... 1111... 1111... ............................................................................................ 2. OTHER BRIDGES OR CULVERTS OVER THE SAME STREAM PARTICULARLY ( , STRUCTURES WHICH CARRY HIGH WATER WITHOUT OVERFLOW OF 1111::: ......: 1111::: 1111::: 1111::: 1111::: 1111::: 1111::: 1111: 1111::: 1111::: 1111::: 1111::: ROADWAY): GIVEN LOCATION, TYPE, LENGTH, HEIGHT ABOVE HIGH WATER, ::EL: 90Q :........ 1 1 1 1 .. 1 1 1 1 . :.. . ........: . . . ..... .. ....... C EA ETC. ROSS -SECTIONAL AREA, ...................................................... ......... ......... ......... ......... ......... 1111..... ......... I...1111 .. ......... ......... ......... ......... ......... ......... ............... ::EL. 890 ......... ......... 1111... 1111.. .. ......... ......... ......... 1111.. ......... ......... ......... ......... 3. APPARENT HIGHWATER ELEVATION........... OBTAINED FROM............ : ........ :........ 5(....... ......... 260:::::: ....1111. 50 1111:: ......... 160:::::: ......... 50::::::: ................. ::::::::: 50::::::: ......... pI}:::::: ......... 5I}:::::: ......... pI}...... ......... ......... ........: ............................................................................................ ......... ......... ......... ....... ......... ......... ......... ......... ......... ......... ......... 1111.. ......... CH{kNNEL PROFILE ......... ......... ......... ......... ......... ......... ......... .....1111 ......... 1111..... ........ ......... ......... :::...... ......... ......... ........... �1PSTgE M (NORTH ::::::::: ::::::::: ... ::::::::: ::::::::: :QQWNS:. AM: (50 : 71111::: ::::::::. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 4. OTHER DATA: APPROX. VELOCITY OF WATER AT TIME OF SURVEY ............................................................................................ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..1111... HYDRAULIC ENGINEERS RECOMMENDATION DATE: ::EL, 903 1...... ......... 1111::: 111 ...... 1111::: ......... 1111::: ........ 1111::: ....... :::::::: :::::::: 1111::: 1111::: . . 1111::: 1111::: ...... 1111::: ....... :::::::: ....... STREAM OR DITCH DESIGNATION: CDSF BASIN .................................. ......... .....1111 ......... ......... 1111..... ......... DRAINAGE AREA:....... 1:44....... SQ. MI. ........: :.......: :.......: 1111..: " .....1111::: :.......: :.......: :.......: :.......: 1111::: :.......: 11: :.......: ::.:.... 11 1111... :.......: 1111:.. 1111... :.......: :.......: ........ 1111... MAX. FLOOD ON RECORD: UNKNOWN C.F.S. UNKNOWN .................... ......... ......... ......... ......... 1111... ......... ......... ......... ......... 1111.. .. ........: MAX. OBSERVED HIGHWATER ELEVATION:.. UNKNOWN.... FT. 1111:::' : WEST:: :::::::: 1111:.. ::: ::::::::I ::::::::: ...... 1111:: 1111::: ::EAST :: ::EL; 893 :........ ......... ......... ......... .:: ' 1 1 1 .. ......... .... 1 1 1 .. 1 1 1 1 ' 1 1 1 1 ......... ......... ........ ....... DESIGN FLOOD (100 YR. FREQ.):...... 143....... C.F.S. HEADWATER ELEVATION:902.00 FT. ................ . DESIGN MEAN VELOCITY THROUGH STRUCTURE:....4.0.... . F.P.S. .... .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... TOTAL STAGE INCREASE:.... 7.62..... FF. ......... ......... ......... ......... ......... ......... ......... ...1111.. ......... ......... .....1111 ......... ......... ......... ......... ......... ......... ......... ......... LOW MEMBER AT OR ABOVE ELEVATION: 906.00 FT. .11........11. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... ......... ......... ......... ::::: ......... .....:::: ......... ......... 11. WATERWAY AREA REQUIRED BELOW ELEV. NA =... NA SQ. FT. .............. 1111. ........ ..::::: ::::::: 1111::: ::::::: :::::::: AT RIGHT ANGELS TO CHANNEL. ......... -EL.-9.. ..EL: 903 . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ::::::::: . :::...... ......... ......... ......... ......... ::::::::: ......... 1111..... ::::::::: ::::::::: ......... ......... BASIC FLOOD (100 YR. FREQ ).....143..... C.F.S. .. .. ......... ..1111... ......... ......... ......... ......... .. HEADWATER ELEVATION: 902.00 FT. ............ . ........ ......... 1111... ..... ......... ......... ......... .... TOTAL STAGE INCREASE: 7.62 FT. WE ST :::::::: 1111.. 1111:: ::::::::�::::::::: :::::::: .... :: 1111::: ::EAST.:: :::::::: ......: MEAN VELOCITY THROUGH STRUCTURE: 4.0 F.P.S. ::EL: 89.3: ::::::::: ::::::::: ::::::::: ::::::::: ..: " 1111 ::::::::: 1:111:::: 1111....: ......... ......... ......... ::::::::: ::::::::: FLOWLINE ELEVATION: 893.00 FT. SKEW ANGLE: 0° ............... ............. ........ 1111... 1111... 1111... 1111... 1111... ........rL ........ ........ 1111... 1111... 1111... 1111... 1111.. SCOUR CONFIRMATION RECOMMENDATION ........ ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... DATE: N/A ........................ . CHANNEL X -SECTION 100' UPSTREAM TOTAL SCOUR AT PIER EL. NA SCOUR CODE: NA CL MILITARYTRAIL 6' TO P.I. 6' TO P.I. 2' CZ 8' TRAIL 2' CZ 0.015 S IigRl�S ------ - ---------- TYPICAL SECTION THRU o0()o(11-Ff1 Toon BOX CULVERT SURVEY SHEETS MADE FROM: STANTEC SURVEY .............................................. ............................................................................................ ............................................................................................ BENCH MARK ELEVATION ....................... (NAVD88) LOCATION: ............................................................................. . ............................................................................................ LOCATED APPROXIMATELY XXX' WEST OF CONTROL POINT FOR ............................................................................................ ............................................................................................ 2ND BENCH MARK ELEVATION ...................... (NAVD88) LOCATION: ............................................................................. . X= Y= ............................................................................................ LOCATED APPROXIMATELY EAST OF CONTROL POINT FOR . .. 1111 .. ... 1111. ............................................................................................ MINNESOTA DEPARTMENT OF TRANSPORTATION BRIDGE R0781 SURVEY AT MILE POINT ................... ON .. MILITARY TRAIL PROPOSED PEDESTRIAN BRIDGE LOCATED0.42 MILES WEST OF JCT CO HWY 19 ..................................................................... . SEC ................... TAP................... R:................. CITY COTTAGE GROVE COUNTY WASHINGTON NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN MNL Cottage ® Stantec BRIDGE SURVEY RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 427 F DESIGNED MNL /� CHECKED JOH Grove erity Meet 2335 Highway 36W PEDESTRIAN BRIDGE R0781 SAP 180-121-001, SAP 180-123-001 OF APPROVED POH "here pride an,QrosP St. Paul, MN 55113 PROF. NO. 1803878 staatl.�m SAP 180-110-013, SAP 180-020-013 547 CONTRACTED PROFILE SCALE: HOR. jjjjj� VER. 11111 0 12.5 25 0 5 10 EL. :920 1111..... 1111..... 1111..... :: . . . . . 1111... ......: ......: ...... BABUT: ......1 ........ STA.:I3+.4 68: : .EL.910. 1111::: ...... ....... ....... ......... .....: .111... . 1111::: .......... . -+3.66/... 1111::: 1111::: 1111::: 1111: 1111::: 1111::: 1111::: 1111::: ROADWAY): GIVEN LOCATION, TYPE, LENGTH, HEIGHT ABOVE HIGH WATER, ::EL: 90Q :........ ......... 1 1 1 1 .. ......... ......... . 1111... ......... ......... 1111. .. ......... LOW�MEMB ......... R........ ......... ......... .L.-900 . ......... ......... ......... 1111... ......... ........ ......... .... ... ......... ......... ......... ..EL-.�900. ......... ......... 1111 WEST kBUT...... ............... ::EL. 890 ......... 1111.. ... 1111. 1111... ......... 1111. 1111. .. ......... ......... ......... 1111.. ......... ......... ......... ......... 1111... ..... ..1111... 1111. ........ :........ ......... ......... ......... ......... 3. APPARENT HIGHWATER ELEVATION........... OBTAINED FROM............ : ........ :........ 1111. ......... 1111 1... ......: :::::::: .EL -.-890 50::::::: ................. ......... ......... pI}:::::: ......... ......... 5I}:::::: ......... ......... 1111. . PPROX.THA NEL...... ......... ......... ......... ....... ......... ......... ......... ......... ......... ......... ......... 1111.. B ...:EL.B93: 0!FQ:::::::: ......... ......... .....1111 ......... 1111..... ........ ......... ......... :::...... ......... ......... ........... 1111::: M (NORTH 1111::: 1111::: T h ... 1.1.1.1.:.:. pj W -, W 1111:::a�7 1111:::Opj .......... .EL.'880. ......... . 1111...Q1111... ......... 1111... 1111... 1111... co OW m1111... 1111... 01 O m 1111... ........ . ......... ......... 4. OTHER DATA: APPROX. VELOCITY OF WATER AT TIME OF SURVEY ............................................................................................ ......... ......... ......... ......... ......... ......... ......... UTILITY INFORMATION WARNING: DIAL GOPHER STATE ONE CALL AT 1-800-252-1166 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS TO OBTAIN COMPLETE UTILITY PROPERTY OWNERSHIP AND LOCATION INFORMATION. UTILITY INFO AVAILABLE FOR PLAN PREPARATION: THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. NOTE: FIELD VERIFY ALL UTILITIES. 25 50 R = 121.00' j j TYPICAL SECTIONS & PERTINENT DATA SCALES AS SHOWN LOCATION ENGINEER'S OBSERVATIONS AT BOX CULVERT SITE 1. SPECIAL FEATURES: WATERFALLS, DAMS, FLOODS, ICE, DEBRIS, SLIDING BANKS, RECREATIONAL BOATING. ......... ......... 1111..... 1111..... 1111..... € .. BRIDGE .. .. 1111.. . . . . . 1111... . 1111... . . . . . . . 1111... 1111... 1111... ............................................................................................ 2. OTHER BRIDGES OR CULVERTS OVER THE SAME STREAM PARTICULARLY ( , STRUCTURES WHICH CARRY HIGH WATER WITHOUT OVERFLOW OF 1111::: ......: 1111::: 1111::: 1111::: 1111::: 1111::: 1111::: 1111: 1111::: 1111::: 1111::: 1111::: ROADWAY): GIVEN LOCATION, TYPE, LENGTH, HEIGHT ABOVE HIGH WATER, ::EL: 90Q :........ 1 1 1 1 .. 1 1 1 1 . :.. . ........: . . . ..... .. ....... C EA ETC. ROSS -SECTIONAL AREA, ...................................................... ......... ......... ......... ......... ......... 1111..... ......... I...1111 .. ......... ......... ......... ......... ......... ......... ............... ::EL. 890 ......... ......... 1111... 1111.. .. ......... ......... ......... 1111.. ......... ......... ......... ......... 3. APPARENT HIGHWATER ELEVATION........... OBTAINED FROM............ : ........ :........ 5(....... ......... 260:::::: ....1111. 50 1111:: ......... 160:::::: ......... 50::::::: ................. ::::::::: 50::::::: ......... pI}:::::: ......... 5I}:::::: ......... pI}...... ......... ......... ........: ............................................................................................ ......... ......... ......... ....... ......... ......... ......... ......... ......... ......... ......... 1111.. ......... CH{kNNEL PROFILE ......... ......... ......... ......... ......... ......... ......... .....1111 ......... 1111..... ........ ......... ......... :::...... ......... ......... ........... �1PSTgE M (NORTH ::::::::: ::::::::: ... ::::::::: ::::::::: :QQWNS:. AM: (50 : 71111::: ::::::::. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 4. OTHER DATA: APPROX. VELOCITY OF WATER AT TIME OF SURVEY ............................................................................................ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..1111... HYDRAULIC ENGINEERS RECOMMENDATION DATE: ::EL, 903 1...... ......... 1111::: 111 ...... 1111::: ......... 1111::: ........ 1111::: ....... :::::::: :::::::: 1111::: 1111::: . . 1111::: 1111::: ...... 1111::: ....... :::::::: ....... STREAM OR DITCH DESIGNATION: CDSF BASIN .................................. ......... .....1111 ......... ......... 1111..... ......... DRAINAGE AREA:....... 1:44....... SQ. MI. ........: :.......: :.......: 1111..: " .....1111::: :.......: :.......: :.......: :.......: 1111::: :.......: 11: :.......: ::.:.... 11 1111... :.......: 1111:.. 1111... :.......: :.......: ........ 1111... MAX. FLOOD ON RECORD: UNKNOWN C.F.S. UNKNOWN .................... ......... ......... ......... ......... 1111... ......... ......... ......... ......... 1111.. .. ........: MAX. OBSERVED HIGHWATER ELEVATION:.. UNKNOWN.... FT. 1111:::' : WEST:: :::::::: 1111:.. ::: ::::::::I ::::::::: ...... 1111:: 1111::: ::EAST :: ::EL; 893 :........ ......... ......... ......... .:: ' 1 1 1 .. ......... .... 1 1 1 .. 1 1 1 1 ' 1 1 1 1 ......... ......... ........ ....... DESIGN FLOOD (100 YR. FREQ.):...... 143....... C.F.S. HEADWATER ELEVATION:902.00 FT. ................ . DESIGN MEAN VELOCITY THROUGH STRUCTURE:....4.0.... . F.P.S. .... .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... TOTAL STAGE INCREASE:.... 7.62..... FF. ......... ......... ......... ......... ......... ......... ......... ...1111.. ......... ......... .....1111 ......... ......... ......... ......... ......... ......... ......... ......... LOW MEMBER AT OR ABOVE ELEVATION: 906.00 FT. .11........11. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... ......... ......... ......... ::::: ......... .....:::: ......... ......... 11. WATERWAY AREA REQUIRED BELOW ELEV. NA =... NA SQ. FT. .............. 1111. ........ ..::::: ::::::: 1111::: ::::::: :::::::: AT RIGHT ANGELS TO CHANNEL. ......... -EL.-9.. ..EL: 903 . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ::::::::: . :::...... ......... ......... ......... ......... ::::::::: ......... 1111..... ::::::::: ::::::::: ......... ......... BASIC FLOOD (100 YR. FREQ ).....143..... C.F.S. .. .. ......... ..1111... ......... ......... ......... ......... .. HEADWATER ELEVATION: 902.00 FT. ............ . ........ ......... 1111... ..... ......... ......... ......... .... TOTAL STAGE INCREASE: 7.62 FT. WE ST :::::::: 1111.. 1111:: ::::::::�::::::::: :::::::: .... :: 1111::: ::EAST.:: :::::::: ......: MEAN VELOCITY THROUGH STRUCTURE: 4.0 F.P.S. ::EL: 89.3: ::::::::: ::::::::: ::::::::: ::::::::: ..: " 1111 ::::::::: 1:111:::: 1111....: ......... ......... ......... ::::::::: ::::::::: FLOWLINE ELEVATION: 893.00 FT. SKEW ANGLE: 0° ............... ............. ........ 1111... 1111... 1111... 1111... 1111... ........rL ........ ........ 1111... 1111... 1111... 1111... 1111.. SCOUR CONFIRMATION RECOMMENDATION ........ ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... DATE: N/A ........................ . CHANNEL X -SECTION 100' UPSTREAM TOTAL SCOUR AT PIER EL. NA SCOUR CODE: NA CL MILITARYTRAIL 6' TO P.I. 6' TO P.I. 2' CZ 8' TRAIL 2' CZ 0.015 S IigRl�S ------ - ---------- TYPICAL SECTION THRU o0()o(11-Ff1 Toon BOX CULVERT SURVEY SHEETS MADE FROM: STANTEC SURVEY .............................................. ............................................................................................ ............................................................................................ BENCH MARK ELEVATION ....................... (NAVD88) LOCATION: ............................................................................. . ............................................................................................ LOCATED APPROXIMATELY XXX' WEST OF CONTROL POINT FOR ............................................................................................ ............................................................................................ 2ND BENCH MARK ELEVATION ...................... (NAVD88) LOCATION: ............................................................................. . X= Y= ............................................................................................ LOCATED APPROXIMATELY EAST OF CONTROL POINT FOR . .. 1111 .. ... 1111. ............................................................................................ MINNESOTA DEPARTMENT OF TRANSPORTATION BRIDGE R0781 SURVEY AT MILE POINT ................... ON .. MILITARY TRAIL PROPOSED PEDESTRIAN BRIDGE LOCATED0.42 MILES WEST OF JCT CO HWY 19 ..................................................................... . SEC ................... TAP................... R:................. CITY COTTAGE GROVE COUNTY WASHINGTON NO DATE I APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN MNL Cottage ® Stantec BRIDGE SURVEY RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 428 DESIGNED MNL /� CHECKED JOH Grove erity Meet 2335 Highway 36W PEDESTRIAN BRIDGE R0781 SAP 180-121-001, SAP 180-123-001 OF APPROVED POH "here pride an,QrosP St. Paul, MN 55113 PROF. NO. 1803878 staatl.�m SAP 180-110-013, SAP 180-020-013 547 a3 o waw 944 942 940 938 936 934 932 930 928 926 924 944 942 940 938 936 934 932 930 928 926 924 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 102 50 100 70 101 00 952 JJ 95 352 948 950 342 95: 350 946 948 340 951 348 946 338 941 346 944 — — 940 941 942 336 334 _ / 940 344 342 — — — — \ 938 932 94, 94: -- — — — — 936 �— 938 936 328 941 338 934 932 928 '17G 931 336 (17G 934 932 931 930 M ri rn 334 332 — — — — --- -257% 926 --- — __ 93, 93: 330 ri M -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 944 942 940 938 936 934 932 930 928 926 924 944 942 940 938 936 934 932 930 928 926 924 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 JJV 354 102 50 100 70 101 F, 00 952 JJ 95 352 948 950 342 95: 350 946 948 340 951 348 946 338 941 346 944 — — 940 941 942 336 334 _ / 940 344 342 — — — — \ 938 932 94, 94: 340 ---- 936 �— 938 936 328 941 338 934 932 928 '17G 931 336 (17G 934 932 931 930 M ri rn 334 332 — — — — 944 942 940 938 936 934 932 930 928 926 924 944 942 940 938 936 934 932 930 928 926 924 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 JJV 354 102 50 100 70 952 950 - 952 JJ 95 352 948 950 342 95: 350 946 948 340 951 348 946 338 941 346 944 — — 940 941 942 336 334 _ / 940 344 342 — — — — \ 938 932 94, 94: 340 ---- 936 �— 938 936 328 941 338 934 932 928 '17G 931 336 (17G 934 932 931 930 M 334 332 — — — — --- -257% 926 --- — __ 93, 93: 330 931 328 921 326 921 N M 952 950 948 946 944 942 940 938 936 934 932 930 928 -50 -40 -30 -20 10 4x +10 +20 +30 +40 +50 +60 -50 -40 -30 -20 -10 00 102 50 50 952 950 - 952 344 948 950 342 946 948 340 944 946 338 942 944 — — 940 — — — 942 336 334 _ / 940 332 — — — — \ 938 932 330 ��-- ---- 936 �— 938 936 328 934 932 928 '17G M � (17G 934 932 930 930 M +10 +20 +30 -50 -40 -30 -20 10 4x +10 +20 +30 +40 +50 +60 -50 -40 -30 -20 -10 00 101 50 952 950 - JTV 946 344 948 944 342 946 942 340 944 940 338 942 938 — — 940 — — — / 336 334 _ / 936 934 332 — — — — \ 938 932 330 936 930 328 934 932 928 '17G M � (17G 930 928 +10 +20 +30 +40 +50 +60 926 JTV 346 101 50 JTV 946 344 944 342 942 340 940 338 938 — — — / 336 334 _ 936 934 332 — — — — \ 932 330 930 328 928 '17G M � (17G - -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 - -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 NO DATE APPR REVISION SURVEY CITY OF COTTAGE GROVE MN DRAWN Cottage ® Stantee ' 429 °Es��"E° � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET edty Meet Stas Paul, SAN 5113 SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, MN ss t3 PROF. NO. —tali—c— SAP 180-110-013, SAP 180-020-013 547 EPP JVV 358 1-0-41-50-1JVD 1-03,501J 104 00 103 00 JVV 958 356 352 JV 962 356 354 956 354 952 952 350 954 352 i 948 350 348 _ 952 350 _ _ - - 960 950 948 346 950 348 940 - - _ - - - 948 346 i ' ----,--946 i / 946 344 _ _ i i i ' 944 342 _ _ - - 942 340 340 938-- �� - 940 338 ' J 940 938 336 938 336 336 O � 936 936 ]2d 334 naa - N V Old -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 J V 1-0-41-50-1JVD 1-03,501J 105 103 00 V 356 354 352 JV 962 356 354 956 954 360 952 952 350 960 352 i 948 350 348 _ 952 350 348 _ _ - - 960 950 948 346 950 948 354 940 338 946 344 346 344 ----,--946 i / 944 342 354 352---- i ' 950 342 340 - 942 940 338 340 938-- �� - 938 - - ' J 940 938 336 944 ]d7 336 O � 936 Odd 936 334 naa - 0 v � 934 naa -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 J V 354 1-0-41-50-1JVD 105 SO 105 103 00 JVV 964 J V 954 352 JV 962 356 354 962 360 952 952 350 960 358 i 948 350 348 _ 958 356 _ _ - - 960 950 948 346 956 354 940 338 946 344 352 _ 944 342 354 352---- 950 942 948 346 340 938-- �� - 946 - - ' J 940 938 336 944 ]d7 O � 936 Odd 334 - 934 332 946 344 932 944 m M JVVF 364 1-0-41-50-1JVD 105 SO 105 00 JVV 964 362 JV 962 356 354 962 360 952 350 960 358 i 948 346 _ 958 356 _ _ - - 960 358 356 956 354 940 338 - 954 352 952 350 354 352---- 950 348 948 346 946 344 350 348 944 ]d7 O � Odd -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 JV 362 1-0-41-50-1JVD 105 00 958 JV 962 356 354 956 954 352 952 350 ' - - - 950 360 i 948 346 _ 946 _ _ - - 960 358 356 944 942 340 940 338 958 956 354 352---- 954 952 i i 350 348 _ _ - - - 950 948 346 - 946 344 944 342 on n r\ v � 942 nn n -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 JVD 360 1-0-41-50-1JVD 960 358 958 356 354 956 954 352 952 350 ' - - - 950 348 i 948 346 _ 946 _ _ - - r 344 342 944 942 340 940 338 938 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 NO DATE APPR REVISION SURVEY CITY OF COTTAGE GROVE MN a"ra DRAWN Cottage ® Stantec430 DEIGNED , Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS erity neer zags Highway 36w 65TH STREET SAP 180-121-001, SAP 180-123-001 °` CHECKED APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 oho= waw Do PP 11 972 970 968 966 964 962 960 958 956 954 952 950 948 972 970 968 966 964 962 960 958 956 954 952 950 948 +10 -50 -40 -30 107 00 366 961 364 362 970- 970 968 96 96: 360 972 961 358 108 F, 00 970 951 968- 966 951 ---- 964 962 ' 966- 350 964 951 348 ' 960 958 346 964- 960 941 958 956 962- +10 +20 +30 +40 +50 +60 954 952 960- 950 958 ---- +10 +20 +30 +40 +50 +60 ---- rn 972 956 956-- 972 970 968 966 964 962 960 958 956 954 952 950 948 +10 -50 -40 -30 -20 -10 972- 72970968966964962960958 366 961 364 362 970- 970 968 96 96: 360 972 961 358 108 F, 00 970 951 968- 966 951 ---- 964 962 ' 966- 350 964 951 348 ' 960 958 346 964- 960 941 958 956 962- +10 +20 +30 +40 +50 +60 954 952 960- 950 958 ---- +10 +20 +30 +40 +50 +60 ---- 972 956 956-- 954- 954 970 952- 52950948946 970 950- 948- 946 968 _50 -40 -30 -20 -10 972 970 968 966 964 962 960 958 956 954 952 950 948 +10 +20 +30 +40 +50 +60 972 961 366 961 364 362 978 970 968 96 96: 360 972 961 358 108 F, 00 970 951 356 966 951 ---- 964 962 ' 95 95: 350 964 951 348 ' 960 958 346 960 941 958 956 956 +10 +20 +30 +40 +50 +60 954 952 950 948 +10 +20 +30 +40 +50 +60 946 97f' J V 368 106 00 980 978 961 366 961 364 362 978 976 96 96: 360 972 961 358 108 F, 00 970 951 356 951 ---- 354 352 ' 95 95: 350 964 951 348 962 941 346 960 941 958 -50 -40 -30 -20 -10 978 980 978 976 974 978 976 972 108 F, 00 970 968 976 ' 964 962 974 960 958 956 +10 +20 +30 +40 +50 +60 978 978 976 108 F, 00 976 974 974 972 972 970 970 968 968 966 966 964 ---- — -- ' 964 __ 962 962 960 960 958 958 956 956 N 954 LD 954 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 TT J -50 -40 -30 -20 -10 APPR REVISION SURVEY DRAWN Cottage ® $tantec DESIGNED %� CHECKED , Grove ,,,pedtY Meet St. P Highway 11 A (G APPROVED hese pride andP St. Paul, MN ss t3 PROF. NO. VW WV.StafltaC c- 976 974 972 970 968 966 964 962 960 958 956 954 +10 +20 +30 +40 +50 +60 952 CITY OF COTTAGE GROVE, MN CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 431 65TH STREET SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 aAa? waw voo 986 984 982 980 978 976 974 972 970 968 966 964 986 984 982 980 978 976 974 972 970 968 966 964 962 -80 -70 -60 -SO -40 -30 -20 -10 (1 +10 +20 +30 +40 +SO +60 110 00 109 SO 'oc 986 'o 98, - 984 982 98: 981 980 97, — — — — ----- ---- — —� 978 976 -- — --- �� ---� ---- ----- 974 971 97, — — — — 972 970 96, 968 966 96: N f� � (lU -80 -70 -60 -SO -40 -30 -20 -10 (1 +10 +20 +30 +40 +SO +60 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 984 982 980 978 976 974 972 970 968 966 964 962 960 958 109 F, 00 109 SO w 98: 'o 98, - 981 98: 981 971 971 97, 971 97: -- — --- �� ---� ---- ----- --- 971 97, — — — — 961 961 96, 96: 971 961 961 961 o; 96, -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 984 982 980 978 976 974 972 970 968 966 964 962 960 958 109 F, 00 w 98: - 981 971 971 97, 97: -- — --- �� ��/ ``� 971 — — — — 961 961 96, 96: 961 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 V NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 3 DRAWN Cottage ® Stantee ' 432 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 a Aa? waw 992 990 988 986 984 982 980 978 976 974 972 970 968 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 992 990 988 986 984 982 980 978 976 974 972 970 968 966 110 20 - 111 00 998888 J� 992 JJL 990 986 990 988 984 988 986 982 986 980 984 — — 984 978 982 — 982 -- ----- — — — — — --- 980 --- 980 — — ' 978 978 970 976 — — 974 976 966 972 974 972 970 r\ r\ a' oca -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 992 990 988 986 984 982 980 978 976 974 972 970 968 966 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 990 988 986 984 982 980 978 976 974 972 970 968 966 964 110 20 - 110 150 998888 JJL 990 986 988 984 986 982 980 984 — — 978 982 — ----- — — — --- 980 --- — — ' 978 970 �� ---- — — 976 966 974 972 970 v r\ 968 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 990 988 986 984 982 980 978 976 974 972 970 968 966 964 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEYCITY OF COTTAGE GROVE' MN DESIGNED CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS DRAWN W" Cottage ® Stantee 433 � Grove 65TH STREET erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 OF CHECKED APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 110 20 - 998888 986 984 982 980 — — 978 976 --- ��/ --- ' 974 972 970 968 966 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEYCITY OF COTTAGE GROVE' MN DESIGNED CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS DRAWN W" Cottage ® Stantee 433 � Grove 65TH STREET erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 OF CHECKED APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 aAa? waw 994 992 990 988 986 984 982 980 978 976 974 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 994 992 990 988 986 984 982 980 978 976 974 972 111 SO 1-1-21-50-1 - J� 992 994 994 992 990 - 988 992 990 986 992 990 984 ---- ---- ------ 988 988 980 986 986 - - - - ---- -- ---- -- 984 - - - - -- ---- 972 982 980 ---- 982 980 978 978 976 ri m -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 994 992 990 988 986 984 982 980 978 976 974 972 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 994 992 990 988 986 984 982 980 978 976 974 972 970 111 SO 112 00 J� 992 992 990 - 988 992 990 986 984 ---- ---- ------ 988 982 980 986 - - - - - 978 976 - - - -984 _--- 974 972 ---- 982 980 978 976 974 m -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 994 992 990 988 986 984 982 980 978 976 974 972 970 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY CITY OF COTTAGE GROVE MN a"ra DRAWN Ift Cottage ® Stantee ' 434 °Es��"E° � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 111 SO J� 992 990 988 986 984 ---- ---- ------ 982 980 978 976 974 972 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY CITY OF COTTAGE GROVE MN a"ra DRAWN Ift Cottage ® Stantee ' 434 °Es��"E° � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 °F APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. 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NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 113 00 VV 100 998 996 994 992 990 988 — — — — — 986 — — — ---- -- --------- ---- ----- -- 984 982 980 978 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 3 DRAWN Cottage ® Stantee ' 435 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 aA, waw 1000 998 996 994 992 990 988 986 984 982 980 978 1002 1000 998 996 994 992 990 988 986 984 982 980 978 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (1 +10 +20 +30 +40 +50 +60 1-1-41-50-1 1 10000 115 50 - 998 100 100 996 994 - 998 992 - - 990 --- - --- 996 - - _ 984 994 982 980 978 --- 992 990 ----- ---- - ---- ---- 0a 988 -- ---- �- ------- - 986 _--- ` 984 984 982 980 982 980 m m -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (1 +10 +20 +30 +40 +50 +60 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 1002 1000 998 996 994 992 990 988 986 984 982 980 978 976 1-1-41-50-1 1 10000 115 00 - 998 100 100 996 994 - 998 992 - - 990 --- - --- 996 - - _ 984 994 982 980 978 --- 992 990 ---- �� 988 -- ---- �- 986 ` 984 982 980 m -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 1002 1000 998 996 994 992 990 988 986 984 982 980 978 976 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 NO DATE APPR REVISION SURVEY CII 1 OF COTTAGE GROVE MN DRAWN Cottage ® Stantee ' 436 °Es��"E° � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET edty Meet S35 Highway W SAP 180-121-001, SAP 180-123-001 OF AEERovE°here pride and ptosP St. Paul, MN 55113 PROF. NO. —tali—c— SAP 180-110-013, SAP 180-020-013 547 1-1-41-50-1 1 10000 - 998 996 994 992 - - 990 --- - --- 988 ` - 986 - - _ 984 982 980 978 m -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 NO DATE APPR REVISION SURVEY CII 1 OF COTTAGE GROVE MN DRAWN Cottage ® Stantee ' 436 °Es��"E° � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET edty Meet S35 Highway W SAP 180-121-001, SAP 180-123-001 OF AEERovE°here pride and ptosP St. Paul, MN 55113 PROF. NO. —tali—c— SAP 180-110-013, SAP 180-020-013 547 aA, waw 998 996 994 992 990 988 986 984 982 980 978 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 1000 998 996 994 992 990 988 986 984 982 980 978 1-1-61-50-1 - 1-1-71-00-1vv 99 9988 998 V 100 996 996 994 994 992 996 992 -- ----- - - - - --- - - 988 990 - --- - - --- 988 984 - --- 986 990 --- 984 -- 988 m - - - - ----- 986 982 980 m 984 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 1000 998 996 994 992 990 988 986 984 982 980 978 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 1002 1000 998 996 994 992 990 988 986 984 982 980 978 1-1-61-50-1 - 99 9988 V 100 996 994 992 996 990 -- ----- - - - - --- - - 988 - - - - ----- --- _ 986 992 984 - 990 982 980 -- 988 m -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 1002 1000 998 996 994 992 990 988 986 984 982 980 978 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 NO DATE APPR REVISION SURVEY CITY OF COTTAGE GROVE MN DRAWN Cottage ® Stantee ' 437 °Es��"E° � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET elity Meet Stas Rlgnwayatw SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, MN 55113 PROF. NO. —tali—c— SAP 180-110-013, SAP 180-020-013 547 1-1-61-00-1V V 100 998 996 994 992 - 990 ---- ---- - - - - -- 988 - - - - ----- 986 984 982 980 m -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 NO DATE APPR REVISION SURVEY CITY OF COTTAGE GROVE MN DRAWN Cottage ® Stantee ' 437 °Es��"E° � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET elity Meet Stas Rlgnwayatw SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, MN 55113 PROF. NO. —tali—c— SAP 180-110-013, SAP 180-020-013 547 aA, waw 994 992 990 988 986 984 982 980 978 976 974 972 970 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 998 996 994 992 990 988 986 984 982 980 978 976 974 972 118 00 EB 118 SO - JJV 996 JJV 996 JJV 994 994 994 992 992 990 990 992 990 988 '— 988 --- — 988 — 986 ---- -- — — — — --- _—_986 ----- ---- -- -z.00a 982 984--- ' — — 7--- 980 z.00a 982 978 982 980 ----- --- ---- 980 978 978 976 976 974 974 N OJ � 972 nen -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 998 996 994 992 990 988 986 984 982 980 978 976 974 972 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 998 996 994 992 990 988 986 984 982 980 978 976 118 00 EB JJV 996 JJV 996 994 994 992 990 992 990 988 '— --- — 988 — 984 ---- _—_986 ----- ---- -- -z.00a 982 984 7--- 980 ----- --- 978 982 980 978 976 974 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 998 996 994 992 990 988 986 984 982 980 978 976 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION CITY OF COTTAGE GROVE' MN DESIGNED CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS "�� DRAWN AW" Cottage ® Stantee 438 � Grove 65TH STREET erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 OF CHECKED APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 117 SO - JJV 996 994 992 990 988 '— --- — 986 984 ---- 982 7--- 980 978 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION CITY OF COTTAGE GROVE' MN DESIGNED CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS "�� DRAWN AW" Cottage ® Stantee 438 � Grove 65TH STREET erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 OF CHECKED APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 aAa? waw 990 988 986 984 982 980 978 976 974 972 970 968 F-120100 119 SO 119 —00-1J� 990 992 -992 988 990 986 988 984 986 984 982 980 — z.o0a — — --- ---- -- ---- --- 982 978 — _ oa — --- -- ---- 980 976 --- _ ----- — 974 978 976 972 970 974 o6 P, -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 994 994 992 990 988 986 984 982 980 978 976 974 972 970 968 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 994 992 990 988 986 984 982 980 978 976 974 972 970 119 SO 119 —00-1J� 992 -992 EB 990 988 986 984 -- ------ — — — — — 982 — —' ------ oa — --- -- ---- 980 --- _ ----- — 978 978 976 974 972 972 970 o; r\ -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 994 992 990 988 986 984 982 980 978 976 974 972 970 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 3 DRAWN Cottage ® Stantee ' 439 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 119 —00-1J� 992 EB 990 988 986 984 -- ------ — — — — — 982 _ --- -- ---- 980 978 976 974 972 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 3 DRAWN Cottage ® Stantee ' 439 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 aA, waw 988 986 984 982 980 978 976 974 972 970 968 966 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 992 990 988 986 984 982 980 978 976 974 972 970 968 120 SO 120 40 121 100 JJL 990 JJV 988 988 986 984 984 982 980 -- zo i �� 982 980 ---- ---------- --� 978 976 / ---- ---� — 978 974 �� — — — ---- ----- ---- ---- 972 970 970 r\ r\ ---- ------ 976 Ile — 974 972 970 16 P, m 968 �« -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 992 990 988 986 984 982 980 978 976 974 972 970 968 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 992 990 988 986 984 982 980 978 976 974 972 970 968 120 SO 120 40 JJL 990 988 986 984 982 980 -- zo i �� -- — -- --- ---- ---------- --� 978 976 / ---- ---� — 974 974 972 972 970 970 r\ r\ -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 992 990 988 986 984 982 980 978 976 974 972 970 968 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 4"E� DRAWN Cottage ® Stantee ' 440 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 120 40 JJL 990 988 986 984 982 980 zo i �� ---- ---------- --� 978 976 / 974 972 970 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 4"E� DRAWN Cottage ® Stantee ' 440 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 aA, waw 988 986 984 982 980 978 976 974 972 970 968 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 990 988 986 984 982 980 978 976 974 972 970 968 966 121 SO -988 JJV 122 00 - JJV 988 986 986 982 984 980 982 — ----------- -------- 980 ---- — 976 974 i 972 — — ---------- ---------- 978 978 ---- 970 968 — ----- r\ -------- 976 ---- --- -- 972 974 972 970 968 r\ 970 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 990 988 986 984 982 980 978 976 974 972 970 968 966 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 +80 990 988 986 984 982 980 978 976 974 972 970 968 966 121 SO -988 JJV 30 JJV 988 986 984 982 984 980 978 — ----------- -------- 980 ---- — 976 974 i 972 -- — ---- ---- 978 970 968 — ----- r\ -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 +80 990 988 986 984 982 980 978 976 974 972 970 968 966 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 NO DATE APPR REVISION SURVEY 11EEr CITY OF COTTAGE GROVE MN DRAWN Cottage ® Stantec ' 441 DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 121 30 JJV 988 986 984 982 980 — i -- — ---- ---- 978 — ----- 976 974 --- -- 972 970 968 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 NO DATE APPR REVISION SURVEY 11EEr CITY OF COTTAGE GROVE MN DRAWN Cottage ® Stantec ' 441 DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 aAa? waw o vvo 996 994 992 990 988 986 984 982 980 978 976 974 972 970 968 11 990 988 986 984 982 980 978 976 974 972 970 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 F1231201 - F-124100 996 JJL 990 986 984 994 988 982 980 986 -------- ------------- 992 990 --- — _--- 978 976 984 / — — — — -- 974 988 982 972 ------ --- ---- — — 970 980 984 — ---- — ---- �__ -------- --- 978 — 976 982 980 --- — — — — — ----- — 974 — --- — --- 978 972 o; r\ a' 976 own -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 990 990 988 986 984 982 980 978 976 974 972 970 968 F1231201 - 988 996 986 984 994 982 980 -------- ------------- 992 990 --- — _--- 978 976 / — — — — -- 974 988 972 986 970 984 982 980 --- — — — — — ----- — — --- — --- 978 976 974 972 o6 P, m 970 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 990 990 988 986 984 982 980 978 976 974 972 970 968 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY CITY OF COTTAGE GROVE MN a"ra DRAWN Cottage ® Stantee ' 442 °Es��"E° � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 F-122150 - 988 986 984 982 980 -------- ------------- --- — _--- 978 976 / — — — — -- 974 972 970 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY CITY OF COTTAGE GROVE MN a"ra DRAWN Cottage ® Stantee ' 442 °Es��"E° � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 65TH STREET erity neer zags Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 996 994 125 50 F-1241501 996 994 992 990 - 992 990 992 990 988 988 986 986 ---- 984 --------- — — — 984 --- ---_ — __-- --- 982 980 982 980 — — -- --- — 978 976 978 976 ri m 978 974 974 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 996 996 994 125 00 994 974 m rn 992 990 992 990 988 988 986 986 984 984 — — — — — ------ — 982 -- — — — — -- --- -- — ---------- 982 980 -- 980 978 978 976 976 974 m 974 972 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 972 994 994 992 990 988 986 984 982 980 978 976 974 972 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 972 NO DATE APPR REVISION CITY OF COTTAGE GROVE' MN DESIGNED CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS "�� DRAWN AW" Cottage ® Stantee 443 � Grove 65TH STREET erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 OF CHECKED APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 F-1241501 - 992 990 988 986 984 — — -- --- — 982 980 978 976 974 m rn 972 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 972 NO DATE APPR REVISION CITY OF COTTAGE GROVE' MN DESIGNED CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS "�� DRAWN AW" Cottage ® Stantee 443 � Grove 65TH STREET erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 OF CHECKED APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 a 3Fa aw w o ao 1000 998 996 994 992 990 988 986 984 982 980 978 976 998 996 994 992 990 988 986 984 982 980 978 976 998 996 994 992 990 988 986 984 982 980 978 -80 -70 -60 -$0 -40 -30 -20 -10 rL +10 +20 +30 +40 +$0 IF -1261501V 127 00 F-1261001 .vv 998 V 100 - 996 99 994 99 996 992 994 994 990 99 996 994 100 998 988 99 992 990 ------ ---- — — — — 996 -- --- ---- 988 986 98 ---- ---- 984 98 ---- 0' — — — — — — -- -- — — ----- -- 988 994 ----- — 986 984 980 98 —-------- 992 — — — — — — — — — — — — — — — ---- 986 984 °' 976 97 990 982 980 — rn —_-- m -------------- ------— -80 -70 -60 -$0 -40 -30 -20 -10 rL +10 +20 +30 +40 +$0 -90 -80 -70 -60 -$0 -40 -30 -20 -10 rL +10 +20 +30 +40 +$0 +60 998 100 IF -1261501V F -1281001j F-1261001 V 100 V 100 - 996 99 994 99 998 992 994 998 990 99 996 994 100 998 988 99 992 ---- ---- — — — — 996 -- --- ---- 990 986 98 ---- ---- 984 98 ---- 0' — — — — — — -- -- — -- -- -- 988 994 ----- 988 980 98 —-------- 992 — — — — — — — — — — — — — — — ---- 986 984 °' 976 97 990 982 — rn —_-- -------------- ------— 988 980 978 m 986 -90 -80 -70 -60 -$0 -40 -30 -20 -10 rL +10 +20 +30 +40 +$0 +60 998 100 128 $0 F -1281001j F-1261001 j V 100 V 100 - 996 99 994 99 100 992 994 998 990 99 996 100 998 988 99 994 ---- ---- — — — — 996 -- --- ---- 992 986 98 ---- ---- 984 98 ---- 0' — — — — — — -- -- — -- -- -- 990 994 982 984 988 980 98 992 978 98 986 °' 976 97 90 -80 -70 -60 -50 -40 -30 -20 -10 APPR REVISION SURVEY DRAWN DESIGNED CHECKED APPROVED PROF. NO. 100 100 99 99 994 99 99 98 98 984 98 98 100 100 99 99 994 99 99 98 98 984 98 2 0 8 6 2 0 8 6 128 $0 F -1281001j j V 100 V 100 100 998 996 100 998 994 996 992 -- 0' — — — — — — -- -- — -- -- -- 990 994 988 992 986 990 984 — rn —_-- -------------- ------— -$0 -40 -30 -20 10 � +10 +20 +30 +40 +$0 2 0 8 6 2 0 8 6 2 F -1281001j V 100 100 998 996 994 992 990 — — —_-- -------------- ------— 988 986 984 982 o; m -60 -$0 -40 -30 -20 -10 rL +10 +20 +30 +40 +$0 0 127 $0 100 8 998 6 996 994 2 992 0 — — 990 8 — -- — --- —-------- -- 988 6 986 984 2 982 0 980 m +10 +20 +30 +40 +$0 +60 -70 -60 -$0 -40 -30 -20 -10 rL +10 +20 +30 +40 +$0 CITY OF COTTAGE GROVE MN Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 444 Grove wti promroo,pedtY Meet 2335 Highway 36W 65TH STREET SAP 180-121-001, SAP 180-123-001 OF ere Pride and St. Paul, MN 55113 —taalac.— SAP 180-110-013, SAP 180-020-013 547 4 2 0 4 2 0 +10 +20 +30 +40 +$0 +60 -70 -60 -$0 -40 -30 -20 -10 rL +10 +20 +30 +40 +$0 CITY OF COTTAGE GROVE MN Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 444 Grove wti promroo,pedtY Meet 2335 Highway 36W 65TH STREET SAP 180-121-001, SAP 180-123-001 OF ere Pride and St. Paul, MN 55113 —taalac.— SAP 180-110-013, SAP 180-020-013 547 4 2 0 4 2 0 0TP 1008- 1006- 0081006100410021000998996994992 1004- 130+ 49.95 1008 1006 110000 1004- 1002- 1000- - 1002- 998- 1004 1000- 998- 996- 1002 996- 994- 100 100 1000 998 998 994- 996 996 992- 988- 994 990- 988- 990988986984 986- ------- --'� 984- __-- 996 986- 984 -SO -40 1008 -30 -20 -10 1006 1004 1002 1000 998 996 994 992 990 988 986 984 rL -SO -40 -30 -20 -10 1006- 006100410021000998996994992 1004- 130+ 49.95 1008 1006 110000 1002- 1000- - -100 998- 1004 996- 1002 994- 100 100 1000 998 998 996 996 988- 994 --------------- 986- ------- --'� 984- __-- 996 -992 990 988 994 — --- —�— 986 ----- — 992 rn 984 +10 +20 +30 +40 +SO 100 -SO -40 -30 -20 -10 1006- 006100410021000998996994992 1004- 130+ 49.95 129 SO 110000 1002- 1000- - -100 998- 996- 100 994- 100 100 998 100 996 988- 998 986- ------- --'� 984- __-- 996 982—_ 50 -SO -40 -30 -20 -10 994 — --- —�— ----- — 992 rn — 990 988 986 ri rn -SO -40 -30 -20 -10 1006- 006100410021000998996994992 1004- 130+ 49.95 110000 1002- 1000- - 998- 996- 100 994- 998 992- 990- 990988986984982 996 988- -- 986- ------- --'� 984- __-- 992 982—_ 50 -SO -40 -30 -20 -10 DATE I APPR REVISION +10 +20 +30 +40 +SO iuuo 1004 1002 1006 1000 1004 998 1002 996 1000 994 998 992 996 990 994 988 992 986 990 984 988 +10 +20 +30 +40 +SO V VV -SO -40 -30 -20 -10 SURVEY DESIGN Cottage ® $tantec DESIGNED %� CHECKED , Grove (G rospedty Meet 2335 Highway 36 w APPROVED here pride ."6 St. Paul, V N 55113 PROF. NO. wNM/.Stafltp, c— +10 +20 +30 +40 +SO CITY OF COTTAGE GROVE, MN CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 445 65TH STREET SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 130+ 49.95 110000 - 100 100 998 996 -- 994 ------- --'� —'— __-- 992 990 988 rn +10 +20 +30 +40 +SO V VV -SO -40 -30 -20 -10 SURVEY DESIGN Cottage ® $tantec DESIGNED %� CHECKED , Grove (G rospedty Meet 2335 Highway 36 w APPROVED here pride ."6 St. Paul, V N 55113 PROF. NO. wNM/.Stafltp, c— +10 +20 +30 +40 +SO CITY OF COTTAGE GROVE, MN CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 445 65TH STREET SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 a Aa= waw 996 996 994 992 990 988 992 986 994 990 _-- _ _— ---- 992 982 980 986 ---- 990 — - ---- 984 976 iO 988 982 978 980 986 978 974 984 iO 976 972 ri ri mm rnrn rnrn 982 980 978 976 974 -30 -20 -10 rE +10 +20 +30 974 994 994 992 990 988 986 984 982 980 978 976 974 972 -30 -20 -10 rE +10 +20 +30 972 992 992 990 988 986 984 982 980 978 976 974 972 970 -30 -20 -10 +10 +20 +30 970 NO DATE APPR REVISION SURVEY Cottage � Grove "here prose erity neer ® Stantee zags Highway 36w CROSS SECTIONS IDEAL AVENUE �/ CITY OF COTTAGE GROVE MN ' RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 a"ra DRAWN 446 °Es��"E° CHECKED °F APPROVED pride and St. Paul, MN 55113 —tact—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 12 SO 994 992 990 988 992 986 990 _-- _ _— ---- 988 982 980 986 ---- — - ---- 984 976 iO � 982 978 980 976 978 974 iO 976 972 ri ri mm rnrn rnrn 12 00 990 992 990 988 988 986 984 _-- _ _— ---- 984 982 980 982 978 ---- 980 976 iO 974 N N OJ OJ 11 SO 990 988 986 984 982 -- ---- 980 978 976 974 iO 972 rnrn a Aa= waw 940 602 00 940 942 942 942 942 r\ N o r\ o 0 rn 0 rn � o o o � � N o 938 � N 938 940 940 940 940 N M rn 936 936 938 938 938 938 0 M 934 934 936 936 936 936 932 932 934 934 934 934 930 930 932 932 932 932 928 928 930 930 930 930 926 926 928 928 928 928 924 924 926 926 926 926 922 922 924 924 924 924 920 920 922 922 922 922 918 10 +10 +20 +30 +40 918 920 -10 +10 +20 +30 +40 920 920 -10 +10 +20 +30 +40 920 940 940 942 942 942 942 601 50 603 00 938 938 940 940 940 940 936 v '^ 936 938 938 938 938 934 a a 934 936 0 0 936 936 936 932 0 � 932 934 0 � 934 934 934 930 — — — — — 930 932 o '^ 932 932 932 928 928 930---_---- — — — — — — 930 930 930 926 926 928 928 928 928 924 924 926 926 926 926 922 922 924 924 924 924 920 o, 920 922 o 922 922 922 918 N _10 L +10 +20 +30 +40 918 920 -10 M +10 +20 +30 +40 920 920 _10 +10 +20 +30 +40 920 940 940 942 942 942 942 942 942 602 50 604 00 938 938 940 940 940 940 940 940 936 936 938 938 938 938 938 938 934 934 936 a a 936 936 0 0 936 936 936 932 932 934 N N 934 934 934 934 934 930 930 932 0 932 932 N 932 932 932 928 928 930 — — — — — — 930 930-------930 930 930 926 926 928 928 928 928 928 928 924 924 926 926 926 926 926 926 922 922 924 924 924 924 924 924 920 920 922 922 922 922 922 922 918 -10 +10 +20 +30 +40 918 920 -10 N +10 +20 +30 +40 920 � 920 -10 +10 +20 +30 +40 920 920 -10 +10 +20 +30 +40 920 NO DATE APPR REVISION Cottage Grove Iphere pride and QfOSP erity Meet ® Stantee X335 Highway 36 W St. Paul, MN 55113 —taut—c— CROSS SECTIONS JAMAICA AVENUE - NORTH BOUND CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 AWN 447 DRAWN DESIGNED CHECKED °` APPROVED 547 PROF. NO. 602 00 603 SO �o N r\ N o r\ o 0 rn 0 rn � o o o � � N o � N N N M rn 601 30 603 SO M M m r\ o 0 rn 0 rn � o o o � � N o � N N 605 SO 603 SO M M m r\ o 0 rn 0 rn � o o o � � N o � N M rn 0 M 605 SO 605 00 M M m r\ o � �' rn � o o M � o � N M rn 0 M rn 0 M 605 SO 604 SO M M m r\ rn �' rn o vi N M rn 0 M rn 605 SO M M rn O rn � N M rn 944 606 00 944 942 942 940 940 - 942 940 938 938 936 934 936 934 932 934 z m° — 932 930 932 930 930 928 926 928 924 °J 928 M M 926 924 iO 926 924 M M 922 -40 -30 -20 -10 +10 +20 +30 +40 922 944 944 942 940 938 936 934 932 930 928 926 924 922 920 -40 -30 -20 -10 +10 +20 +30 +40 920 NO DATE APPR REVISION Cottage Grove here ptosP edty Meet ® Stantee Stas H�gnwayatw CROSS SECTIONS JAMAICA CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 AWN 4 448 DRAWN DESIGNED CHECKED °` APPROVED pride and St. Paul, MN 55113 —tali—c m SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 606 00 606 SO 942 942 940 940 - 942 940 938 938 936 934 936 934 932 934 z m° — 932 930 932 930 930 928 926 928 924 °J 928 M M 926 924 iO 926 924 M M 606 00 942 - 940 938 936 934 932 930 928 926 924 °J 922 M M aAa? waw 944 944 944 944 946 946 707 50 709 00 710 50 942 942 942 942 944 944 940 940 940 940 942 942 M � 938 938 938 938 940 940 N 936 rn 936 936 rn 936 938 938 ^ 934 v 934 934 934 936 936 _ 932 — — — — 932 932 932 934 934 930 930 930 930 932 932 928 928 928 928 930 930 926 926 926 926 928 928 924 924 924 °J 924 926 926 922-10 M M +40 922 922 M M 922 924 M M 924 +30 +40 +10 +20 +30 -10 +10 +20 +30 +40 -10 +10 +20 944 944 F707100] 942 942 944 944 946 946 F708150] F710100] 940 940 942 942 944 944 938 938 940 940 942 942 N 936 M 936 938 p 938 940 940 M 934 934 936 936 938 938 � 932 — — — — — — — — — — 932 934 934 936 M 936 -- 930 930 932 — — — — ---- 932 934 -- — 934 --- — — — 928 928 930 930 932 932 926 926 928 928 930 930 924 924 926 926 928 928 922 m 922 924 924 926 926 N N M M 920-10 M M +60 920 922 M Mmim 922 924 M M +30 +40 924 rL +10 +20 +30 +40 +50 -10 +10 +20 +30 +40 -10 +10 +20 944 944 706+ 6.61 942 942 944 944 944 944 F708100] F709150] 940 940 942 942 942 942 938 938 940 940 940 940 ^ 936 936 938 938 938 r 938 rn 934 934 936 936 936 r\ 936 v 932 — 932 934 934 934 934 — — — — — — — MUNI° °� — — — — 930 �� 930 932 — — — — — — — — — — — — ' 932 932 932 928 928 930 930 930 930 926 926 928 928 928 928 924 924 926 926 926 926 922 922 924 °J 924 924 924 920 M +80 920 922 M M mm +20 +30 +40 922 922 M M 922 +30 +40 10 rL +10 +20 +30 +40 +50 +60 +70 -10 rL +10 -10 rL +10 +20 NO DATE APPR REVISION SURVEY Cottage ® Stantee CITY OF COTTAGE GROVE MN 449 AWN RAW D DESIGNED GiOVe CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED erneer 2335 Highway JAMACAAVENUE -SOUTHBOUND SAP 180-121-001, SAP 180-123-001 OF APPROVED Ip/)i pride and proSP St. Paul, MN 55113 547 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 „u 348 711 SO "u 948 346 344 946 344 944 342 944 a M 942 340 342 340 rn 942 940 338 ri 338 — --- ---- ---� 938 336 936----- 334 936 334 936 934 934 332 932 330 M M 930 -10 (tL +10 +20 +30 +40 JTV 346 711 00 JTV 946 344 944 342 942 340 rn 940 338 ri 938 1 _ 936----- 334 936 934 332 932 330 930 328 928 M M '1�G 01 01 nuc -10 (tL +10 +20 +30 +40 NO DATE APPR REVISION AWN CITY OF COTTAGE GROVE MN DESIGNED "�� RAWCottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 450 D CHECKED Grove edty Meet Stas Highway atw JAMAICA AVENUE -SOUTH BOUND SAP 180-121-001, SAP 180-123-001 OF APPROVED here pride and ptosP St. Paul, MN 55113 PROF. NO. —tali—c m SAP 180-110-013, SAP 180-020-013 547 942 940 938 936 934 932 930 928 926 924 922 920 918 916 914 912 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 JTT 171 SO JT 94: 340 - 94: 94 941 338 941 931 336 N N N M 931 334— v v 1 2,00% o / -zoo° 931 —93, rn rn rn rn r\ rn r\ r\ r\ rn 9 31 m ri N O in v N V C6 M V V 93: 931 328 In f� N 326 - — — — — — — — — — — — — — — 93, 324 ri 92, 93: rn m 322 320 92: 921 318 931 ----- — 91i 316 911 314 ° 91, f� N N M r— 921 92, 92: — 921 91i 911 of N N M 911 342 F-171111 JT 94: 340 941 338 931 336 M 931 334— v v 1 2,00% o / -zoo° 150° —93, 332 330 rn 93: 931 328 ----- 326 - — — — — — — — — — — — — — — 921 324 92, 322 320 92: 921 318 91i 316 911 314 ° 91, f� N N M - -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 - NO DATE APPR REVISION SURVEY 11EEr CITY OF COTTAGE GROVE MN DRAW" -- Cottage ® Stantec ' 451 DESIGNED -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 aAa? waw o JTV F-172 50 JTV 346 344 946 94, 344 342 944 94: 342 340 942 941 a N M " vi 340 OM pMi M M M M M OM M M M vi vi 940 M M M Oi Oi Oi Oi 338 .y In M In ^ ^ ^ 938 93 a N 334 336 93, 332 oo i i z.00° so° 936 --- 334 93: 934 — 330 332 -- ---- — — -- ---- 931 932 ----- ---- ---- ----- ---- --- --- 330 921 930 326 328 928 326 926 324 324 924 92, 322 322 92: 922 320 320 921 920 318 318 91i 918 N V M M 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 JTV F-172100 JT1 344 94, 342 94: 340 941 a 338 OM pMi M M M M M OM M M M M 931 336 .y In M In M 0^6O W � N V 93 a N 334 so° 0 93, 332 93: — ---- ----- — 330 -- ---- — — -- ---- 931 ----- ---- ---- ----- ---- 328 921 326 921 324 92, 322 92: 320 921 318 91i 316 911 0; ri N M -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 NO DATE APPR REVISION SURVEY CITY OF COTTAGE GROVE MN u"ra DRAW" -- Cottage ® Stantee ' 452 Desi"eD -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, M" 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 o'oo JJV 173,50 F-17-3 00 174,00 952 348 JJV 354 - 948 954 950 946 948 352 344 qj 944 952 rn 946 f� to M to 350 o rn^ M W 01 p1 M� 944 pM1 M 0� M M M M —942 C6 of of 01 01 Q1 ^ M f� 950 Mo 942 ° ° 940 ------ N — – – – rn rn M rn --- -- iQ -- v N L6 N D o r\ o °' 938 348 ..N— --- N O �� c.iv – — — — 940 M 336 — --- — 948 - - 5 ° rn 0 936 in --- ----- i z.00° 938 – – _ --- Ln 346 – _ _ – – – 334 332 946 � ---- --= vv 344 934 930 o; o; 932 — rn rn rn rn m o6 M rn m944 928 342 326 930 942 ° 926 °J r. r. .— ---- in O W V V340 m r\ M M 01 01 928 nuc 12— ---- -- -- 940 10% % 1 - .0 .0 —'/-2 338 938 336 936 334 934 332 932 330 O 930 '170 6 m V M m I I I(170 952 950 948 946 944 942 940 938 936 934 932 930 928 926 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 173,50 F-17-3 00 952 348 - 948 346 950 946 948 344 qj 944 rn 946 f� to M to o rn^ M W 01 p1 M� 944 pM1 M 0� M M M M —942 C6 of of 01 01 Q1 ^ M f� m 0 1� M f� f� M M M Mo 942 ° ° 940 ------ N — – – – rn rn M rn --- -- iQ -- v N L6 N D o r\ o °' 938 ..N— --- N O �� c.iv – — — — 940 M 336 — --- — 1. % --- o - - 5 ° rn 0 936 in --- ----- i z.00° 938 – – _ --- Ln – _ _ – – – 334 332 936 � ---- --= 934 932 330 934 930 932 328 928 326 930 ° 926 °J M M m r\ M M 01 01 928 nuc -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 - -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 - NO DATE APPR REVISION SURVEY CITY OF COTTAGE GROVE MN u"ra DRAW" -- Cottage ® Stantee ' 453 Desi"eD -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, M" 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 F-17-3 00 JJV 348 - 948 346 946 344 qj 944 rn f� to M to M W 01 p1 M� M pM1 pM1 M 0� M M M M —942 340 Mo ° ° 940 338 --- -- iQ -- v N L6 N D o r\ o °' 938 – — — — M 336 1. % --- o - - 5 ° rn 0 936 – – _ --- Ln _ _ – – – 334 332 � ---- --= 934 932 330 930 328 928 326 ° 926 M M - -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 - NO DATE APPR REVISION SURVEY CITY OF COTTAGE GROVE MN u"ra DRAW" -- Cottage ® Stantee ' 453 Desi"eD -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, M" 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 o'oo waw JVV 358 CD 175,50 � - JJV 956 958 354 356 954 956 352 354 952 954 350 950 352 948 952 350 V 346 950 348 m _ 948 348 m 948 v m I IRI N N N N^ N --- NO� N -- -- o 946 944 �— -- O M Oi V V 346 342 — — V M N 946 342 ti o o in — ---- O In 06 N V v 340 344 �771 �o ---' -- M v 940 944 340 .-• ------ — --17— 1. or o/ r 338 940 342 938 942 340 936 940 336 334 936 338 934 938 334 934 336 936 332 932 334 � M 934 vv 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 356 CD 175,00 � - JJV 956 JJV 956 354 354 954 954 352 352 952 952 350 950 348 948 950 V 346 — 348 rn rn 946 948 m v m I IRI 1 0 344 -- -- -- o 946 944 o O rn o M O M Oi ---- 344 342 V M N 942 342 0 / 2.00a ^ ^ ^ ^ M v v 340 �771 — — — --J 940 340 338 940 938 336 936 336 334 936 934 vv 334 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 JJV 356 CD 174 SO CD JJV 956 354 954 352 952 350 950 348 948 346 m I IRI 1 0 rn 946 ! o O rn o M O M Oi o 0 0 344 — — — V M N 944 342 — — o ----- ° v M ---- -- ---- ^ --= m ^ ^ ^ ^ M v v 942 — — — --J 340 940 338 938 336 936 334 934 332 932 � M -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 NO DATE APPR REVISION SURVEY PEW CII 1 OF COTTAGE GROVE MN u"ra DRAWN -- � Cottage ® Stantee ' 454 Desi"eD -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 o'oo waw JVV 358 177,00 176,00 JVV 958 � � JVV 958 356 - 956 356 354 954 M 352 N 354 952 352 952 350 954 950 m 348 -- O O � _ N N ^ O th ^ W M M 948 — — � � N N � 352 346 — — O � 946 ip _ _ ---- ' 344 --450% v T? ----- ---- -- --- 944 342 1.50% - _ — — — — 5 ° _ _ 0° m 942 342 348 942 340 340 940 940 N N 338 338 346 938 938 ° 336 946 336 936 --- O N- ---- 936 M N 334 v V V m 934 n'1A M N nab 01 01 nab 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 358 176,50 176,00 958 � � JVV 958 356 - 956 356 354 954 352 N 354 952 350 954 950 348 M f� M f� r M 948 352 346 0 ^ 946 952 _ — _ _0 — —' ---- 344 — — — 944 342 01%_ --- 50° 2.00 m 942 348 340 948 940 N N 338 346 938 ° 946 336 --_ ipN ip --- O N- ---- 936 M N 344 v V V m n'1A 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 358 176,00 � � JVV 958 - 356 956 354 954 cni 352 952 350 950 m 348 948 N N 346 -- -- ° 946 --_ ipN ip --- O N- ---- O ^ In V N V i O OJ M V V d 344 v ---- 342 942 340 940 338 938 336 936 334 934 Dao vv � � Hao -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE' MN Desi"eD -- CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS "�� RAW" -- Cottage ® Stantee 455 � Grove RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 OF CHECKED APPROVED "here pride and prose St. Paul, M" 55113 PROF. NO. 18038,8 —taut—c— SAP 180-110-013, SAP 180-020-013 547 oAa 354 177,50 178,00 178 SO 956 � � 356 JJV 954 354 956 354 954 352 954 952 352 352 m 952 350 952 950 950 350 348 m rn o 950 348 o � �+ �' n n 948 346 N N N 948 ^ N N N ^ N V r\ N r\ 946 _ _— a, -- n O N —vi -------344 N O 06 d � V N M v v 346 944 to — ----———— ----- `" v °' 0 946 — 342 342 942 340 942 340 940 344 940 M --- — ----- 338 944 338 938 In " ln •-� —— — — — — 938 342 936 942 334 336 o / 934 936 340 O Dao 334 940 M N 934 nab 01 01 338 938 336 936 334 O 934 �2� vv rn rn o2� 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 JJV 177,50 178,00 956 JJV 356 354 956 354 954 954 352 352 m 952 350 952 950 350 348 m rn o 950 348 o � �+ �' n n 948 346 N N N ^ N N N ^ N V r\ N r\ 946 _ _— --- — —� -- -- n O N —vi -------344 N O 06 d � V N M v v 344 944 to — ----———— ----- — — — — — — 0 .0 -2.00° — 342 342 942 340 942 340 940 940 338 338 938 938 336 936 334 336 934 936 O Dao 334 M N 934 nab 01 01 nab 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 356 177,50 956 354 954 352 952 350 950 348 m rn o 948 � �+ �' rn rn 346 — --- — — 946 _ _— N O 06 N M V V 344 n M to — ----———— ----- 944 0 .0 -2.00° — 342 942 340 940 338 938 336 936 334 934 Dao vv � � Hao -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAW" -- Cottage ® Stantee ' 456 Desi"eD -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED there pride and prose St. Paul, M" 55113 PROF. NO. 18038,8 —taut—c— SAP 180-110-013, SAP 180-020-013 547 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 JJV 354 180+ 7 931 179 50 179 00 352 JJV 954 JJV 954 952 352 350 952 950 352 348 948 350 952 350 v rn 346 950 348— 950 946 rn o ri o o 0 rn 346 344 � rn 944 348 -- 0 a' 342 344 --------- ---- ---- ----- --- --- ----- ---- ---- ----- ---- — 942 r. r. r. � -- 340 —.9—=" -- ~ -1 o% / 5 342 940 338 ^ ^ M _ rn 942 938 / -. o i i oa 5 0 r\ rn 336 340 344 .o — 936 --- — — . -- -- . 940 338 944 ,,, 334 -- 934 332 336 M ° 932 342 936 c O � M 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 JJV 354 179 50 179 00 JJV 954 JJV 954 352 952 352 350 952 350 950 348— 950 rn —948 o o 0 rn 346 � rn 946 348 0 a' 344 — — r. r. r. 944 -- --'a ---- —.9—=" -- 346 342 m o °J .� .� ^ ^ M _ rn 942 / -. o i i oa 5 0 r\ rn rn rn ^ r\ r\ 340 344 .o — --- — — . -- -- . 940 338 944 ,,, 938 -- 336 M 342 936 942 340 334 940 934 332 O 932 oan r o vv � � nan 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 JJV 354 179 00 JJV 954 352 952 350 950 Riv 348 0 948 346 m o °J .� .� ^ _ _ rn 946 o d r\ rn rn rn ^ r\ r\ 344 --- — — . -- -- . ^ — o 944 ,,, -- v M 342 942 340 940 338 938 336 936 334 O 934 naa vv � � naa -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN -- Cottage ® Stantee ' 457 °Es��"E° - � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED ""i pride and �,,,p St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 aA, 950 F81150 F 181,00 180,50 951 mss, 952 JJ 348 350 941 950 346 941 951 348 0 344 �,1 cQt 1 94 N 346 C6 ,6 M M M m ^ N 01 M 01 01 OM1 01 Oi 342 346 ^ O u, � 344 94: ° ° 0� m ° a ° p ° N m ° ° rn 944 340 pj 01 M m rn rn m m m rn m 941 338 342 °J M _ --- -- -- — z. -- -- --- -- zooi -- — 5 ° M C6 931 ^ 06 f 94 942 vi u' -- to r A i M 336 O N N M V V J 340 931 1 — -- --- ---- N -- ° 940 334 1. i --- -- ----- 93, 941 338 336 o / o / 00 938 936 338 932- 32 330 930— 931 O 931 o6 o6 M M 934 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 352 F 181,00 180,50 mss, 952 JJ 350 950 350 348 951 348 948 v 941 N 346 946 346 M M 344 ° ° 0� m ° a ° p ° N m ° ° rn 944 In 01 01 01 M pj 01 M m rn rn m m m rn m m rn rn v 344 342 °J M rn M N N N m M C6 c:5 ^ 06 f 94 942 vi u' -- to r A i M .-v O O N N M V V 94: 340 1 — -- --- ---- N -- ° 940 9401 1. i --- -- ----- 1/6 941 338 336 o / o / 00 938 936 338 931 334 934 336 931 332 334 932 330 93, O 930 332 M M 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 952-95: 180,50 JJ 350 951 348 941 N 346 941 In 01 01 01 M pj 01 M a Oi N M 01 M M pi 00 M v v 344 °J M rn M rn 01 rn 94 342 vi u' � ^ O M K^ O v cii v �i v 94: — — -- -- 9401 q0 941 o / o / 00 338 931 336 931 334 93, 332 O 93: � M -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAW" -- Cottage ® Stantee ' 458 Desi"eD -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride andpro,P St. Paul, M" 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 350 182,50 182,00 � � � � JJV 348 - 348 948 948 346 346 946 946 344 0 344r 944 ^ 944 rn o6 m m mm 342 342 Q1 OM1 M f� M OM1 OM1 M a a 942 942 340 WO V O O 940 ^ "' O ^ iO m v v 940-- ---- — -- — — — 940 338 n N -- - - .Doi 338 938 — — — 50^ — --- --- ----- — — 336 ----- --- — --- --- -- -- --- 936 334 336 934 r- 936 334 934 332 332 932 932 O 330 330 o r\ M M 930 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 350 182,00 � � JJL 950 348 948 346 946 0 344r 944 rn o6 m m mm 342 Q1 OM1 M f� M OM1 OM1 M OM1 M 01 01 01 942 WO V f� ^ "' O iO m v v 940-- 940 n N 338 — — — 50^ 938 — ----- --- — --- --- -- -- --- 336 r- 936 334 934 332 932 330 930 328 O 928 M M -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN -- Cottage ® Stantee ' 459 Desi"eD -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 950 948 946 944 942 940 938 936 934 932 930 928 926 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (1 +10 +20 +30 +40 +50 +60 +70 +80 JJLF-18-21-7-51JJL 350 183 150 950 348 948 346 948 344 944 342 946 340 0 N M O c:5 c:5940 338 _ --- ---- -- 944 a, 1. or --- 200i ---- — zo i --- rn 336 334 332 rn o 0 942 --- M M Oi � ip M ip M ip ip M M M M Oi Oi � M Oi pMj — — ---_ pMj Oi 328 940 _ ----- � t7S _ -----�--- 928 N M OJ OJ f� M — ----0 W 00% - -z.00° — -- 938 936 934 932 930 O o6 6 M M 01 01 928 nuc JJLF-18-21-7-51JJL 350 950 348 948 346 946 344 944 342 942 340 N M O c:5 c:5940 338 _ --- ---- -- 938 1. or --- 200i ---- — zo i --- 336 334 332 --- 936 934 932 330 930 328 928 M M -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 NO DATE APPR REVISION SURVEY PBW CITY OF COTTAGE GROVE MN DRAW" -- Cottage ® Stantee ' 460 Desi"eD -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, M" 55113 PROF. NO. 18038,8 —taut—c— SAP 180-110-013, SAP 180-020-013 547 184 00 1E4150 JJL 950 JJL 350 - 950 348 948 948 346 ^ 946 346 0 344 946 944 ri 344 0 942 944 m 6 340 -- ---— — — — __— M rn � M rn 342 940 0 °J m — O---_— -- N o6 - ° ^ M V 942 ---- 'M isor / - -- 336 ; 340 936 334 940 934 ----- 338 c- --- 932 938 N- 930 336 O 0a2.004 928 936 334 M M 934 332 932 330 930 328 O 928 r\ vi M M 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 350 184 00 JJL 950 348 948 346 ^ 946 344 944 ri 342 0 942 m 6 340 -- ---— — — — __— M rn � M rn Oi 940 338 °J m — O---_— -- N o6 - ° ^ M V 938 ---- isor / - -- 336 936 334 934 332 932 330 930 328 O 928 M M -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 NO DATE APPR REVISION SURVEY PEW SHEEP CITY OF COTTAGE GROVE MN DRAWN -- Cottage ® Stantec ' 461 DESIGNED -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 350 185,50 JJV 348 JJL 950 948 348 346 946 948 344 ° 944 rn 946 0 342 0 942 340 940 ^ -------- M M— — M M M ^ M M M ^ m m M M M M 338 OM pi pi O M p 938 336 _ o 6 o M N v 936 in — 942 334 oa --z.00a -- 934 — _ 332 in — _ _ _ — rn o a 932 — — 06 V M V 330 M M M — _ _ 930 — — 328 938 v id rn Allf� 928 326 L6 o6 c.i v V V M 926 of W — ip N — ip M 936 324 — % z.00a 5 o rn M 924 322 934 922 17n N M M M � � n7n 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 350 185,00 � � JJL 950 - 348 948 346 946 0 344 944 342 16 942 340 _ --� O in m rn o 940 _ _�_—_ V M V V M M M 338 938 v id rn Allf� — — — _ o v ri L6 o6 c.i v V V M 336 of W — ip N — ip M 936 — -- z — % z.00a 5 o rn M 334 934 332 330 932 930 328 928 326 0 926 M M - -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 - NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN -- Cottage ® Stantee ' 462 Desi"eD -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 120 186,50 � � JTV JTV 346 946 946 344 344 944 944 342 `"' 942 340 0 342 940 942 340 M °' 938 940 Am M N LD r\ 336 — ° ° ° Oi Oi 338 936 a _ r a ^ ^ 938 334 O N 934 0 — ^ 332 ^ ^ 50 , 336 — — _ M M O M o o 936 334 934 330 41 OJ — _ — — 328 332 ---- — — — — — _ 928 5 0 932 330 0 / — — — 0. 930 — 324 924 — ---- 328 322 -- _ 928 17n M M � � n7n 326 926 324 924 322 922 20 920- 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN -- Cottage ® Stantee ' 463 Desi"eD -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 186,00 � � JTV 346 946 344 944 342 `"' 942 340 0 940 338 938 Am M N LD M N N LD N N N N 336 — ° ° ° Oi Oi 936 a _ r a ^ ^ 334 O N 934 332 50 , 932 330 — _ — — 930 328 ---- — — — — — 928 — 326 926 324 924 322 O 922 17n M M � � n7n -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAWN -- Cottage ® Stantee ' 463 Desi"eD -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 187 50 346 944 946 94, 344 342 944 94: 342 340 941 340 v 940 rn r 338 a, 338-CFi 93. 336 938 336 0 931 936 0 334 N ° ^ ° ° p p N N m ° JI 934 334 — N �, 93, 332 — — M O `� v 93. ^ — — M v O 16 V N M V V ry N p 330 — N — IN O O cO f� p m — -7-0 — ---- o / zooi 5 ° — � � — — — — 330 328 N N M v 931 328 928 1' ° — z oo i 16 — 921 — — — — — -- ---- --- 326 926 324 921 924 — 324 922 92, 322 320 92: 920 N N 320 921 318 91i N N 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAW" -- Cottage ® Stantee ' 464 Desi"eD -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, M" 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 F-187100 346 946 344 944 342 942 340 m M 940 rn 338-CFi d 938 336 0 936 334 N ° ^ ° ° p p N N m ° JI 934 332 — — M O `� v 932 ^ — — M v O 16 V N M V V ry 330 — N 930 — -7-0 — ---- o / zooi 5 ° — — — — 328 928 — — — — — 326 926 324 924 322 922 320 920 N N -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 NO DATE APPR REVISION SURVEY PEW CITY OF COTTAGE GROVE MN u"ra DRAW" -- Cottage ® Stantee ' 464 Desi"eD -- � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY erity neer zags Highway SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, M" 55113 PROF. NO. 1803878 —taut—c— SAP 180-110-013, SAP 180-020-013 547 936 .28 936 189 00 934 934 932 932 930 930 928 928 _ 926 926 924 924 922 .o / oa -- 922 920 AS 920 918 918 916 916 N 914 N 914 912-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 N N -10 rL +10 +20 +30 +40 +50 +60 +70 +80 912 942 942 F-188+2-0 940 940 938 938 936 936 934 934 932- 32 932 930 930- 930 928 928 926 926 924 924 922 922 920 920 918 918 916 916 914-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 914 NO DATE APPR REVISION PEW Cottage � Grove ptosP edty Meet there ® Stantee Stas CROSS SECTIONS RAVINE PARKWAY CITY OF COTTAGE GROVE MN ' RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 DRAWN -- AWN 465 °Es��"E° - CHECKED OF AEERove° pride and Paul,SAN 5113 St. Paul, M" ss t3 —tali—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. ,8038,8 .28 N N N oho= waw 926 � � 190 00 189 SO 926 190 SO 924 924 922 Oi Oi N_ Oi N N_ N Oi Oi N N N Oi Oi .-v 922 920 920 — —7110°--- 91811 rn rn c6 c6 � m rn� � � rn Ni, m m rn 918 m 916 _ _ vi rn 916 1.50% 0° - W 914 M N_ 914 150° 912 912 m 910 N OJ N .v 910 908 908 906 906 904 904 902 120 -110 -100 -90 -80 -70 -60 -60 -40 -30 -20 -10 +10 +20 +30 +40 +60 +60 902 +70 +80 930 930 928 928 926 926 924 924 922 922 d 920IA 920 ip 918 5 co 918 916 916 914 914 912 912 910 910 908 908 906 rnm 906 120 -110 -100 -90 -80 -70 -60 -60 -40 -30 -20 -10 +10 +20 +30 +40 +60 +60 +70 +80 934 934 932 932 930 930 928 928 926 926 924 924 922 922 o6 920 a 920 918 918 916-916 914 914 912 912 910 910 908 908 -120 -110 -100 -90 -80 -70 -60 -60 -40 -30 -20 -10 +10 +20 +30 +40 +60 +6REVISION1 +70 +80 "° DATE APPR RE�'°" �R PEW Cottage Grove here pride and ptosP edty Meet Stantee 2335 HighW St. Paul, MN 55113 www.etant—c— CROSS SECTIONS RAVINE PARKWAY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 DRAWN SMU/MAF 466 Desi"eD '°` cnecKeD SDP OF APPROVED DES 547 PROF. NO. 18038,8 � � 190 00 189 SO N O Oi Oi N_ Oi N N_ N Oi Oi N N N Oi Oi .-v — —7110°--- m c6 c6 � m m� m� m m m rn m _ _ vi rn N 1.50% 0° - M N_ � � 190 00 189 SO N O � - -- m c6 c6 � m m� m� m m m rn m _ _ vi rn N � � 189 SO m c6 c6 � m m� m� m m m rn _ _ M N 1.50% 0° - m N OJ N .v o 3Fa waw o 922 92C 91E 91E 919 912 91C 90E 90E 909 902 90C 89E 120 -110 -100 -90 -80 -70 -60 -SO 191 00 SURVEY PEW DRAWN SMV/MAF RAVI JDP CHECKED JDP r. r\ r\ DRS PROF. NO. 193803878 0 0 0 0 rn rn rn rn o °' rn o rn rn rn rn O pj ip MN N O In 06 N V O ip ip pj O OJ M V 1.509%_ 2. .0 % -2.00° 5 _ v o� rnrn 120 -110 -100 -90 -80 -70 -60 -SO REVISION SURVEY PEW DRAWN SMV/MAF DESIGNED JDP CHECKED JDP APPROVED DRS PROF. NO. 193803878 -40 -30 -20 -10 +10 Cottage � Grove here pride and PrOSperity Meet +20 +30 +40 ® Stantec 2335 Highway 36 W St. Paul, MN 55113 —taut—c- 922 920 918 916 914 912 910 908 906 904 902 900 +SO +60 +70 +80 898 CITY OF COTTAGE GROVE, MN F"EEF CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 467 RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 O Q .O uop s2t ooQp 0300 EK 65 o=F.a Q3Q a O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 192 SO � � Cottage ® Stantec Grove erity neer zags Hlgnway36w ""i pride and pr,SP St. Paul, MN 55113 —taut—c— CROSS SECTIONS - RAVINE PARKWAY EAST BOUND ONLY JjV 916 � v RAW AWN 468 D DESIGNED CHECKED OF APPROVED 547 PROF. NO. 914 � O M � 912 rn O o o °' rn rn N n^N c:3 N ri o m M v v o oo+ rn0 rn 910 908 ON 02 nol.1.50 m o m M N O 906 W v so^r rn 904 — --- -- 1 J 0 rn 902 i 900 -- — � 06 — — — — — � 898 \ 896 894 892 890 m 888 00 rn rn 886 o vi m m Don -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 NO DATE APPR REVISION 192 00 Cottage ® Stantec Grove erity neer zags Hlgnway36w ""i pride and pr,SP St. Paul, MN 55113 —taut—c— CROSS SECTIONS - RAVINE PARKWAY EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 � v RAW AWN 468 D DESIGNED CHECKED OF APPROVED 547 PROF. NO. � O M � oo+ O o oo+ rn0 rn rn m o m M v o i z.W0 so^r rn 1 0 rn -- — 06 — — — — m 00 rn rn 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 NO DATE APPR REVISION Cottage ® Stantec Grove erity neer zags Hlgnway36w ""i pride and pr,SP St. Paul, MN 55113 —taut—c— CROSS SECTIONS - RAVINE PARKWAY EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 "�� RAW AWN 468 D DESIGNED CHECKED OF APPROVED 547 PROF. NO. O Q .O oop s2t ooQp 0300 may o=F.a Q3Q a aAso waw c� O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 882 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 882 +30 +40 +SO +60 +70 F-1 93 1-50 —1 NO DATE APPR REVISION 9144 ® Stantee - CITY OF COTTAGE GROVE MN "�� 469 RAW AWN 914 D DESIGNED 912 qjo RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED EQEQ0 ""i pr,SP erneer 2335 Highway36W RAVINE PARKWAY -EAST BOUND ONLY 910 SAP 180-121-001, SAP 180-123-001 912 APPROVED v o o pride and St. Paul, MN 55113 —taut—c— M N ^ p rn 547 908 910 P, rn O 908 906 o i -2.004 rn 906 0a so°r 904 o; 904 N AS m rn m 902 0 902 m -- ----- ---- --- ---- – – – 06 900 – – ---- – --- -- \ 898 ---- – , \ J ---- 892 896 890 894 888 1 892 886 890 °J 884 rno 888 882 886 N 884 OO -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 882 -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 F -19-31-0-01J1 NO DATE APPR REVISION 9144 ® Stantee - CITY OF COTTAGE GROVE MN "�� 469 RAW AWN D DESIGNED 912 qjo RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED EQEQ0 ""i pr,SP erneer 2335 Highway36W RAVINE PARKWAY -EAST BOUND ONLY 910 SAP 180-121-001, SAP 180-123-001 rn o rn APPROVED pride and St. Paul, MN 55113 —taut—c— M N ^ p SAP 180-110-013, SAP 180-020-013 547 908 o . M 906 o i -2.004 rn 904 o; N AS 902 900 898 -- ----- ---- --- ---- – 06 896 \ J 894 892 890 888 886 °J 884 rno 882 -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 NO DATE APPR REVISION Cottage ® Stantee CITY OF COTTAGE GROVE MN "�� 469 RAW AWN D DESIGNED Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED ""i pr,SP erneer 2335 Highway36W RAVINE PARKWAY -EAST BOUND ONLY SAP 180-121-001, SAP 180-123-001 OF APPROVED pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. O Q .O At s2t ooQp 0300 EK 65 o=F.a Q3Q a c� O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 -60 -SO -40 -30 -20 -10 (1 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 194 150 194 00 JjI 911 J1V 914 ® Stantec 91 CITY OF COTTAGE GROVE MN 470 7 DRAWN 91: 912 M O O Ocli CROSS SECTIONS 911 P,rn CHECKED N O W N o vi OJ "' "' 90i Stas H�gnwayatw RAVINE PARKWAY - EAST BOUND ONLY 910 SAP 180-121-001, SAP 180-123-001 rn rn 901 IJU pride and St. Paul, MN 55113 wwW.etant—c— � rn 0 SAP 180-110-013, SAP 180-020-013 547 908 -- 90: — 906 — 21=—/===2 901 rn -- 89 891 _ 89 904 ---- ----- -- 89: 902 891 0 88i N � O O 900 -60 -SO -40 -30 -20 -10 (1 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 194 00 NO DATE APPR REVISION SURVEY11EFT J1V 914 ® Stantec CITY OF COTTAGE GROVE MN 470 7 DRAWN DESIGNED DESIGN D 912 CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED N o vi OJ "' "' ptosP edty Meet Stas H�gnwayatw RAVINE PARKWAY - EAST BOUND ONLY 910 SAP 180-121-001, SAP 180-123-001 rn rn APPRovEDhere pride and St. Paul, MN 55113 wwW.etant—c— � rn 0 SAP 180-110-013, SAP 180-020-013 547 908 906 21=—/===2 -2.o , 904 ---- ----- -- 902 900 — 898 — 896 894 892 890 888 O 886 00 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 NO DATE APPR REVISION SURVEY11EFT Cottage ® Stantec CITY OF COTTAGE GROVE MN 470 7 DRAWN DESIGNED DESIGN D Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED ptosP edty Meet Stas H�gnwayatw RAVINE PARKWAY - EAST BOUND ONLY SAP 180-121-001, SAP 180-123-001 °` APPRovEDhere pride and St. Paul, MN 55113 wwW.etant—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. O Q .O uop s2t ooQp 0300 EK 65 o=F.a Q3Q a O EARTHWORK ACCOUNTED FOR IN BASIN 195 00 95 SO � GRADING. SEE SHEETS 194 - 197 rn 918 rn rn o oo, o oo, °' 918 ip N O In � OJ .v F-1 i0 - oa so^r r\ 916 1 o i 15o^r 916 914 914 912 912 910 '6M 1 C 910 908 00 rnrn 908 906 M 906 904 �o rn 904 902 902 900 900 898 898 896 896 894 894 892 892 890 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 890 918 918 916 916 914 914 912 912 910 910 In MCI 908 908 906 906 904 904 902 902 900 900 898 898 896 896 894 894 892 892 890 890 888 -SO -40 -30 -20 -10 C"-60 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 888 NO DATE APPR REVISION SURVEY Cottage Grove "here prose erity neer ® Stantee zags Hlgnway36w CROSS SECTIONS RAVINE PARKWAY - EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 seeEr DRAWN 471 DESIGNED CHECKED F °` APPROVED pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 195 00 95 SO � rn rn rn o oo, o oo, °' °J ip N O In � OJ .v i0 - oa so^r r\ ---- --- 1 o i 15o^r M 00 rnrn 195 00 � °J o i0 N OO r\ ---- --- 1 o i 15o^r M M �o rn O Q .O uop s2t ooQp 0300 may o=F.a Q3Q a aAao waw o c� O EARTHWORK ACCOUNTED FOR IN BASIN 96 SO 0 0 � r\ � GRADING. SEE SHEETS 194 - 197 oo, o rn °' o � N M i.sor 920 r\ r\ rn ip N O In ^ OJ 920 _ rn F-1 00a r\ 918 00 rn rn ----- -------------- ----------- 918 916 916 914 914 912 06 912 910 910 908 908 906 906 904 904 902 902 900 900 898 898 896 896 894 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 894 918 918 916 916 914 914 912 912 910 910 908 908 906 906 904 904 902 902 900 900 898 898 896 896 894 894 892 892 890 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 890 NO DATE APPR REVISION Cottage Grove "here prose ery neer ® Stantee 2335 Highway36W CROSS SECTIONS RAVINE PARKWAY -EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 DESIGN AWN 472 DESIGNED cnecKeD °` APPROVED pride and St. Paul, MN 55113 www.etantec.com SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 96 SO 0 0 � r\ � oo, o rn °' o � N M i.sor rn r\ r\ rn ip N O In ^ OJ _ rn 00a r\ 00 rn rn ----- -------------- ----------- �o rnrn 196 00 0 0 � r\ � oo, o rn °' o � N M i.sor 00 rn rn O Q .O uop s2t ooQp 0300 EK 65 o=F.a Q3Q a c� O EARTHWORK ACCOUNTED FOR IN BASIN 197 00 GRADING. SEE SHEETS 194 - 197 920 920 197 SO o oo+ oo+ oo+ o oo+ 918 r\ � i0 N 00 In � W 918 916 - 5° 916 914 rn o � rn 914 912 i0 r\ N 00 rn In � W 912 910 910 ZIT '—"-2 15o°r 908908 N OJ O O 906 o 906 904 1 O a, M 904 902 V 902 900 900 898 F. 898 896 896 894 894 892 P, 892 890 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 890 920 920 918 918 916 916 914 o6 al914M 912 912 81 910 910 908 908 906 906 904 904 902 902 900 Ac — 900 898 898 896 896 894 894 892 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 892 NO DATE APPR REVISION Cottage Grove ""i pr,SP erity neer ® Stantec zags Hlgnway36w CROSS SECTIONS RAVINE PARKWAY - EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 4"E� AWN 473 DRAWN DESIGNED CHECKED °` APPROVED pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 197 00 o oo+ oo+ oo+ o oo+ r\ � i0 N 00 In � W - 5° N O 1 � N OJ O O 197 00 o oo+ oo+ oo+ o oo+ r\ � i0 N 00 In � W - 5° N O 1 � rn 00 rnrn O Q .O uop s2t ooQp 0300 EK 65 o=F.a Q3Q a c� O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 920 r\ r\ o rn ^ 920 r\ 198,50 o �m m 918 o i -z.00° 15o°r 918 916 O 916 914 o, o o � � rn a; o 914 m m 912CI i0 N � In ^ W 912 910 0° 910 908 908 906 906 904 904 00 rn 1 902 902 900 900 898 898 896 896 894 894 892 892 890 N 890 888 -60 -SO -40 -30 -20 -10 rno mrn rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 888 920 920 F-198 00 11 918 918 916 916 914 rn � C" 914 912 912 910l L 910 908 908 906 906 904 904 902 902 900 900 898 898 896 896 894 894 892 892 890-890 888 60 -SO -40 -30 -20 -10 rn rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 NO DATE APPR RE�'°" RVEY Cottage Grove "here prose erity neer ® Stantec zags Hlgnway36w CROSS SECTIONS - RAVINE PARKWAY EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 AWN DRAWN 474 DESIGNED CHECKED OF APPROVED pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. � o r\ r\ o rn ^ r\ o �m m o i -z.00° 15o°r O m m 00 rn O Q .O oop s2t ooQp 0300 may o=F.a Q3Q a c� O EARTHWORK ACCOUNTED FOR IN BASIN 199 00 99 SO GRADING. SEE SHEETS 194 - 197 rn rn � 922 0 0 � � 0 0 rn rn o o -rn rn rn o 0 o rn rn -rn rn r\ r\ r\ i0 N OO In 06W 922 i0 N OO In � W F-1 - oa 5 0 920 920 1 918 rn 1 918 916 m\ rn 916 N 914 914 912 912 rno mrn 910-910 m o, o rn -. rn 908 908 906 906 904 904 902 P, 902 900 900 898 898 896 896 894 894 892 892 890 890 888 -60 -SO -40 -30 -20 -10 m rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 888 922 922 920 920 918 918 916 01 916 914 914 912 912 910 910 908 908 906 906 90441 904 902 902 900 900 898 898 896 896 894 894 892 892 890 890 888 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 888 +80 +90 +100 +110 +120 DATE REVISION"° APPR RE�'°" Cottage Grove "here prose erity neer ® Stantec zags Hlgnway36w CROSS SECTIONS RAVINE PARKWAY - EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 DRAAWNWN 475 DESIGNED CHECKED °` APPROVED pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 199 00 99 SO rn rn � 0 0 � � 0 0 rn rn o o -rn rn rn o 0 o rn rn -rn rn r\ r\ r\ i0 N OO In 06W i0 N OO In � W - oa 5 0 1 rn 1 rn m\ rn N 0 rno mrn m o, o rn -. rn 199 00 0 0 � � 0 0 rn rn o o -rn r\ r\ r\ i0 N OO In 06W 1 rn rn 0 rno mrn O Q .O uop s2t ooQp 0300 EK 65 o=F.a Q3Q a c� O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 922 922 5 ° 200 SO 920 920 918 rn 918 � M � V 916 916 914 r\ i0 r\ N O rn In ^ W 914 912 0 % -z.00° 912 910 910 908 908 906 906 904 1 AS 904 902 902 900 900 898 898 896 896 894 894 892 M 892 890 -60 -50 -40 -30 -20 -10 o� rnrn +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 890 922 922 F-200 00 920 920 918 M V 918 916 rn -rn N 916 914 r\ r\ o rn � � M 914 912 '—'/-2 912 910 910 908 908 906 906 904 904 902 902 900 900 898 898 896 896 894 894 892 892 890 890 888-60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 888 NO DATE APPR REVISION Cottage Grove "here prose ery neer ® Stantee 2335 Highway36W CROSS SECTIONS RAVINE PARKWAY —EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 DESIGN AWN 476 DESIGNED cnecKeD °` APPROVED pride and St. Paul, MN 55113 www.et—t—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 5 ° m rn o� rnrn O Q .O uop s2t ooQp 0300 may o=F.a Q3Q a aAao waw o O EARTHWORK ACCOUNTED FOR IN BASIN 201 SO GRADING. SEE SHEETS 194 - 197 924 924 N N OJ In � N N ti N W N N i0 N 00 In � W M 922 r\ i0 N 00 In � W 922 920 920 918-918 0 Pi 916 rn O o v 916 1 914 914 912 912 910 910 0 908 o� rnrn 908 906 m 906 904 M N O .v 904 902 902 900 900 898 898 896 896 894 894 892 60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 892 +120 924 924 922 922 920 920 918 918 916 916 914 914 912 912 910 910 908 908 906 906 904 904 902 902 900 900 898 898 896 896 894 894 892 60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 892 +80 +90 +100 +110 +120 NO DATE APPR REVISION SURVEY Cottage Grove "here prose erity neer ® Stantec zags Hlgnway36w CROSS SECTIONS RAVINE PARKWAY - EAST BOUND ONLY �/ CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 u"ra DRAWN 477 DESIGNED CHECKED °` APPROVED pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 201 SO N N OJ In � N N ti N W N N i0 N 00 In � W M r\ i0 N 00 In � W 0 rn O o v 1 0 o� rnrn m M N O .v 201 00 N N OJ In � N i0 N 00 In � W M 0 rn O o v 0 o� rnrn O Q .O uop s2t ooQp 0300 may o=F.a Q3Q a c� O EARTHWORK ACCOUNTED FOR IN BASIN 02 00 GRADING. SEE SHEETS 194 - 197 924 N N W 924 F-202 SO 922 - 5° 922 920 920 918-918 O No rn N 916 N 916 ip N 00 In � OJ 1 1 M 914 914 912 - 5° 912 910 N 910 908 N N O .v M 908 906 � 906 904 O r\ m 904 902 902 900 900 898 898 896 896 894 894 892 N .v 892 890 -60 -SO -40 -30 -20 -10 O .v rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 890 +120 924 924 F-2 922 922 920 920 918 N 918 916 916 16 N 0 W 914 914 912 Z 912 910 910 908 908 906 906 904 904 902 902 900 900 898 898 896 896 894 894 892 892 890 60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 890 +80 +90 +100 +110 +120 DATE REVISION"° APPR RE�'°" Cottage Grove "here prose erneer ® Stantee 2335 Highway36W CROSS SECTIONS - RAVINE PARKWAY EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 DESIAGNWN 478 DESIGNED cnecKeD OF APPROVED pride and St. Paul, MN 55113 www.etant—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 02 00 N N W - 5° O No rn N N N N O .v O Q .O oop s2t ooQp 0300 EK 65 o=F.a Q3Q a c� O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 922 922 203 SO 920 920 918 918 916 916 914 r\ r\ o rn � 914 912 -'/2 5 ° 912 910 910 908 908 906 0 906 904 0 rn 904 902-902 m 900 ---- ----- ---- ---- ----- — 900 898 898 896 896 894 894 892 r\ 00 892 890 60 -SO -40 -30 -20 10 rnrn rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 890 924 924 F-203 00 922 922 920 920 918 N N 918 916 r\ r\ 916 i0 N c;In ^ r\ W 914 914 912 -z.00° 912 910 910 908 908 1 m 906 0 906 904 rn m 904 902 902 900 900 898 898 896 896 894 894 892 P, 892 890 60 -SO -40 -30 -20 -10 rn rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 NO DATE APPR RE�'°" Cottage Grove here prose erneer ® Stantec 2335 Highway 36 CROSS SECTIONS - RAVINE PARKWAY EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 DRAWN AWN 479 DESIGNED CHECKED OF APPROVED pride and St. Paul, MN 55113 www.et—t—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. o� rn O Q .O uop s2t ooQp 0300 EK 65 o=F.a Q3Q a o'oo waw c� O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 +30 +40 +SO +60 +70 204+00 1 F-204 SO NO DATE APPR REVISION JLL 920 JLL CITY OF COTTAGE GROVE MN 4"E� 480 DRAWNNED DESIGNED 920 918 CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 0 0 a ""i pr,SP erity neer zags Hlgnway36w RAVINE PARKWAY - EAST BOUND ONLY 916 SAP 180-121-001, SAP 180-123-001 o 0 0 rn APPROVED pride and 918 SAP 180-110-013, SAP 180-020-013 547 914 916 0 0 0 0 0 rn rn rn -. rn rn o rn 912 914 N o ^ oId )—/--2004 1 50 912 910 5 910 906 1 � 0 908 � 904 906 902 rn ---- -------- — — — — 904 900 m — 902 m 896 900 — — — — — ----- — 894 898 892 1 896 890 888 894 892 886 o� 884 890 888 886 o; o; rno -60 -SO -40 -30 -20 -10 (1 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 204+00 1 NO DATE APPR REVISION JLL 920 ® Stantec CITY OF COTTAGE GROVE MN 4"E� 480 DRAWNNED DESIGNED 918 CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED 0 0 a ""i pr,SP erity neer zags Hlgnway36w RAVINE PARKWAY - EAST BOUND ONLY 916 SAP 180-121-001, SAP 180-123-001 o 0 0 rn APPROVED pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 914 i0 N C)c W 912 )—/--2004 1 50 910 908 906 1 � 0 � 904 rn 902 ---- -------- — — — — 900 — 898 896 894 892 890 888 886 o� 884 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 NO DATE APPR REVISION Cottage ® Stantec CITY OF COTTAGE GROVE MN 4"E� 480 DRAWNNED DESIGNED Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED ""i pr,SP erity neer zags Hlgnway36w RAVINE PARKWAY - EAST BOUND ONLY SAP 180-121-001, SAP 180-123-001 °` APPROVED pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. O Q .O oop s2t ooQp 0300 EK 65 o=F.a Q3Q a QDa� aAoo waw c� O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 882 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 -60 -SO -40 -30 -20 -10 (1 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 F-2 05 1-50 —1 NO DATE APPR REVISION SURVEY JLL 920 Cottage 918 918 11EEr 48 RAWNED 916 a 0 0 a 914 RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS N ^ W CHECKED 912 ptosP edty Meet 916 RAVINE PARKWAY - EAST BOUND ONLY 910 0 °` APPRovEDhere -z.00a 914 pride and 908 SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 906 rn 1 912 904 902 900 ---- --- ------ ------------- ---- —---------- — 910 -z.00° 5 898 896 894 892 908 �— 890 888 886 �o 906 904 m rn °J 902 0 900 898 _ 1 — — 896 894 892 890 888 886 884 0 rno oo1 -60 -SO -40 -30 -20 -10 (1 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 205+00 1 NO DATE APPR REVISION SURVEY JLL 920 Cottage ® Stantec 918 11EEr 48 RAWNED 916 a 0 0 a 914 RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS N ^ W CHECKED 912 ptosP edty Meet S35 Highway 36 W RAVINE PARKWAY - EAST BOUND ONLY 910 SAP 180-121-001SAP 180-123-001 , °` APPRovEDhere -z.00a pride and 908 SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 906 1 904 902 900 ---- --- ------ ------------- ---- —---------- — 898 896 894 892 �— 890 888 886 �o -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 NO DATE APPR REVISION SURVEY Cottage ® Stantec CITY OF COTTAGE GROVE MN 11EEr 48 RAWNED DESIGNED Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED ptosP edty Meet S35 Highway 36 W RAVINE PARKWAY - EAST BOUND ONLY SAP 180-121-001SAP 180-123-001 , °` APPRovEDhere pride and St. Paul, MN 55113 wwW.etant—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. O Q .O oop s2t ooQp 0300 EK 65 o=F.a Q3Q a o'oo waw c� O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 882 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 882 -60 -SO -40 -30 -20 -10 (1 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 F-2 06 1-50 —1 NO DATE APPR REVISION Cottage 918 CITY OF COTTAGE GROVE MN 4"E� 482 DRAWNNED DESIGNED Grove CROSS SECTIONS 916 RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED ""i pr,SP erity neer 916 RAVINE PARKWAY - EAST BOUND ONLY 0 o a O °` APPROVED 914 pride and St. Paul, MN 55113 —taut—c— Ojo6 0:1 o mM mo oo+ SAP 180-110-013, SAP 180-020-013 547 912 N o ^ o06C' 910 i0 N O In � W 910 5 908 .o -2.004 1 50 908 906 906 904 904 r\ 902 � M 900 � AS 898 898 -- – – – ---- – – – – – – – – – – – – - --- ---- ----- 896 896 F 894 ESE/ 892 892 890 890 — — 888 888 886 886 884 o r\ rno m m ° -60 -SO -40 -30 -20 -10 (1 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 206,00 1 NO DATE APPR REVISION Cottage JLV 918 CITY OF COTTAGE GROVE MN 4"E� 482 DRAWNNED DESIGNED Grove CROSS SECTIONS 916 RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED ""i pr,SP erity neer zags Hlgnway36w RAVINE PARKWAY - EAST BOUND ONLY 0 o a O °` APPROVED 914 pride and St. Paul, MN 55113 —taut—c— oo+ oo+ oo rn SAP 180-110-013, SAP 180-020-013 547 PROF. NO. rn 912 i0 N O In � W 910 .o -2.004 1 50 908 906 904 r\ 902 900 898 --- ---- ----- 896 894 892 890 — 888 886 884 m m ° 882 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 NO DATE APPR REVISION Cottage ® Stantec CITY OF COTTAGE GROVE MN 4"E� 482 DRAWNNED DESIGNED Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED ""i pr,SP erity neer zags Hlgnway36w RAVINE PARKWAY - EAST BOUND ONLY SAP 180-121-001, SAP 180-123-001 °` APPROVED pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. O Q .O uop s2t ooQp 0300 EK 65 o=F.a Q3Q a c� O EARTHWORK ACCOUNTED FOR IN BASIN 207 00 GRADING. SEE SHEETS 194 - 197 918 oo+ oo+ ^ r\ ^ o 918 F-207 SO 916 -z.00a 916 914 rn 914 rn m 912 oo+ o oo+ °' 912 910 r\ r\ o rn � 910 908 i -z.00a 5 908 906 v r\ 906 904 rno mrn m 904 902 Cd r\ 902 900 900 898 898 896 896 894 894 892 892 890 P, 890 888 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 888 920 920 918 918 916 916 914 914 06 m 912 912 910 910 908 908 906 906 904 904 902 902 900 900 898 898 896 896 894 894 892 892 890 890 888 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 888 NO DATE APPR REVISION Cottage Grove ""i pr,SP erity neer ® Stantec zags Hlgnway36w CROSS SECTIONS RAVINE PARKWAY - EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 AWN 483 DRAWN DESIGNED CHECKED OF APPROVED pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 207 00 oo+ oo+ ^ r\ ^ o i0 N � In ^ W -z.00a rn rn m r\ � rno mrn 207 00 oo+ oo+ ^ r\ ^ o i0 N � In ^ W -z.00a rn rn m r\ rno mrn O Q .O At s2t ooQp 0300 EK 65 o=F.a Q3Q a c� O EARTHWORK ACCOUNTED FOR IN BASIN 08 SO � � � � GRADING. SEE SHEETS 194 - 197 0 o a, 918 oo+ oo+ � rn � � rn 918 iO o oo+ oo+ oo+ o oo+ i0 N O In � W F-2 i0 N OO In � W 916 916 914 1 °J 1 914 912 912 910 910 06 08 908- rno mrn 908 906 906 904 rno mrn 904 902 902 900 900 898 898 896 896 894 894 892 892 890 890 888--60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 888 918 918 916 916 914 914 912 CC CI 912 910 910 908 908 906 906 904 904 902 902 900 900 898 898 896 896 894 894 892 892 890 890 888 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 888 NO DATE APPR REVISION Cottage Grove ptosP edty Meet ® Stantec Stas 36 CROSS SECTIONS RAVINE PARKWAY - EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 DRAWN AWN 484 DESIGNED CHECKED °` APPRovEDhere pride and 113 St. Paul, MN ss t3 Paul,SAN 5 wwW.etant—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 08 SO � � � � 0 o a, oo+ oo+ � rn � � rn iO o oo+ oo+ oo+ o oo+ i0 N O In � W i0 N OO In � W 1 °J 1 m N rno mrn rno mrn 208 00 � � 0 o a, oo+ oo+ � rn � � rn i0 N O In � W -z.00° _15o°r 1 °J rno mrn O Q .O Aop s2t ooQp 0300 EK 65 o=F.a Q3Q a O EARTHWORK ACCOUNTED FOR IN BASIN 209 00 09 SO GRADING. SEE SHEETS 194 - 197 r\ r\ � N � 916 rn � N � O rn rn r\ r\ O rn ^ r\ N 916 F-2 O � .v M 914 i -z.00a � rn O 914 m N 912 � 1 � 912 910 910 908 908 906 rn 906 904 rno mrn 0 904 902 902 900 900 898 898 896 896 894 894 892 892 890 890 888 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 888 918 918 916 916 914 914 912 912 910 910 908 61 908 906 906 904 904 902 902 900 900 898 898 896 896 894 894 892 892 890 890 888 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 888 NO DATE APPR REVISION SURVEY Cottage Grove "here prose erity neer ® Stantec zags Hlgnway36w CROSS SECTIONS RAVINE PARKWAY - EAST BOUND ONLY �/ CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 a"ra DRAWN 4 DESIGNED CHECKED F °` APPROVED pride and St. Paul, MN 55113 -tantec.Com SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 209 00 09 SO r\ r\ � N � rn � N � O rn rn r\ r\ O rn ^ r\ N r\ r\ rn i0 N O In ^ W O � .v M o i -z.00a � rn O m N � 1 � rn rno mrn 0 r\ vi rno mrn 209 00 rn � N � O r\ r\ rn i0 N O In ^ W -z.00a m N 1 � rn rno mrn O Q .O uop s2t ooQp 0300 EK 65 o=F.a Q3Q a O EARTHWORK ACCOUNTED FOR IN BASIN 210 00 GRADING. SEE SHEETS 194 - 197 N O O vj 916 rn rn � r\ r\ rn C; r\ 916 F-210 SO 914 M --2m rn 914 912 rn O � 912 � 910 vi v o vi rn v � vi o rn p 910 908 r\ N � rn In ^ W 908 906 '-"-2 o 0 906 904 rn 904 �o mrn 902 O N � 902 900 900 898 898 896 896 894 894 892 892 890 R, m vi 890 888 -60 -SO -40 -30 -20 -10 C" (Z' rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 888 916 916 914 914 912 912 910 910 908 908 906 906 904 904 902 902 900 900 898 898 896 896 894 894 892 892 890 890 888-60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 888 NO DATE APPR REVISION Cottage Grove ""i pr,SP erity neer ® Stantec zags Hlgnway36w CROSS SECTIONS RAVINE PARKWAY - EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 AWN 486 DRAWN DESIGNED CHECKED OF APPROVED pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 210 00 N O O vj rn rn � r\ r\ rn C; r\ _ M --2m rn 0 v O � �o mrn mrn 210 00 N O O vj rn rn � r\ r\ rn C; r\ _ M --2m rn 0 v O � �o mrn O Q .O oop s2t ooQp 0300 EK 65 o=F.a Q3Q a c� O EARTHWORK ACCOUNTED FOR IN BASIN � � GRADING. SEE SHEETS 194 - 197 rn 918 � � � o rn "' � o o a, 918 o rn °' rn In � F-2 N OO In � � .v W M 916 - o° 916 914 m rn 914 912 1 � 912 910 _ CI 910 908 908 906 12 rno mrn 906 904 904 902 902 o o 00 rnrn 900 900 898 898 896 896 894 894 892 892 890 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 890 918 918 916 916 914 914 912 912 910CI 910 908 908 906 906 904 904 902 902 900 900 898 898 896 896 894 894 892 892 890 40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 890 NO DATE APPR REVISION Cottage Grove ptosP edty Meet ® Stantec Stas 36 CROSS SECTIONS RAVINE PARKWAY - EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 DRAWN AWN 487 DESIGNED CHECKED °` APPRovEDhere pride and Paul,SAN 5 113 St. Paul, MN ss t3 wwW.etant—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 11 SO � � rn � � � o rn "' � o o a, rn o rn °' rn In � W M N OO In � � .v W M - o° 5° m rn rn � 1 � _ N rno mrn N o o 00 rnrn 211 00 � � � � o rn "' � o o a, � N OO rn In � W M 0 rn N N rno mrn O Q .O oop s2t ooQp 0300 EK 65 o=F.a Q3Q a c� O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 918 916 914 912 910 908 906 904 902 900 898 896 894 892 918 916 914 912 910 908 906 904 902 900 898 896 894 892 916 914 912 910 908 906 904 902 900 898 896 894 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 892 212 SO Cottage ® Stantec Grove erity neer zags Hlgnway36w ""i pride and pr,SP St. Paul, MN 55113 —taut—c— CROSS SECTIONS RAVINE PARKWAY - EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 4"E� DRAWNNED 488 DESIGNED CHECKED °` APPROVED 547 PROF. NO. V N m M O V p o � � L5O W12N N c:5 o In ^ W 16 1 rn rn 1 v Aj 0 rn of N O O N .v f� O O 916 914 912 910 908 906 904 902 900 898 896 894 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 892 916 914 912 910 908 906 904 902 900 898 896 894 892 -30 -20 -10 (1 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 NO DATE APPR REVISION Cottage ® Stantec Grove erity neer zags Hlgnway36w ""i pride and pr,SP St. Paul, MN 55113 —taut—c— CROSS SECTIONS RAVINE PARKWAY - EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 4"E� DRAWNNED 488 DESIGNED CHECKED °` APPROVED 547 PROF. NO. V N O r\ rn O o rn rn o � � L5O W12N 1 rn rn v N O O 916 914 912 910 908 906 904 902 900 898 896 894 892 -30 -20 -10 (1 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 +110 +120 NO DATE APPR REVISION Cottage ® Stantec Grove erity neer zags Hlgnway36w ""i pride and pr,SP St. Paul, MN 55113 —taut—c— CROSS SECTIONS RAVINE PARKWAY - EAST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 4"E� DRAWNNED 488 DESIGNED CHECKED °` APPROVED 547 PROF. NO. c� 918 916 914 912 910 908 906 904 902 900 898 896 894 892 918 916 914 912 910 908 906 904 902 900 898 896 894 892 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 213 100 213 SO Oi N O ^ O f� m O W O� Oi p f� O m rn L50DI o^ O^ °' N O O 0 -- — — 16 — — — — — — — — — — — M V N mOi OJ In O W N O In o6W O 150% N -/ i z.00a 5 o rn rn rn --- -------- --- ---- -- -- ---- -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 918 916 914 912 910 908 906 904 902 900 898 896 894 892 918 916 914 912 910 908 906 904 902 900 898 896 894 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 892 NO DATE APPR REVISION CITY OF COTTAGE GROVE' MN Desi"eD CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS "�� DRAWN AW" Cottage ® Stantee 489 � Grove RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 OF CHECKED APPROVED here pride and prose St. Paul, M" 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 213 100 Oi N O ^ O f� m O W O� Oi p f� O m rn L50DI o^ 0 -- — — 16 — — — — — — — — — — — M — ---- — -- --_� ---- --- ------------ --- ---- — --- ---- ---- '77771 918 916 914 912 910 908 906 904 902 900 898 896 894 892 918 916 914 912 910 908 906 904 902 900 898 896 894 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 892 NO DATE APPR REVISION CITY OF COTTAGE GROVE' MN Desi"eD CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS "�� DRAWN AW" Cottage ® Stantee 489 � Grove RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 OF CHECKED APPROVED here pride and prose St. Paul, M" 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 214,50 214 100 O� Oi N O O m� rn 0 M O O O O rn61o O o 0 rn rn O N O L n W OJ OJ f� In In � M In o N _ '-"-2 0 oil m oo+ Om o rn rno — --- — — — — ----- ---- ---- --------- ---- --- — ---- ---- — --- ---- ---- — — OJ V �_ N In V N M O to W M .0 -2.001, -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 918 916 914 912 910 908 906 904 902 900 898 896 894 892 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 890 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 9 DRAWN Cottage ® Stantee ' 490 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, M" 55113 PROF. NO. —tali—c— SAP 180-110-013, SAP 180-020-013 547 214 100 0 oil m oo+ Om o rn rno 0o rn OJ V �_ N In V N M O to W M .0 -2.001, 50 N O rn 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 918 916 914 912 910 908 906 904 902 900 898 896 894 892 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 890 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 9 DRAWN Cottage ® Stantee ' 490 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, M" 55113 PROF. NO. —tali—c— SAP 180-110-013, SAP 180-020-013 547 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 F 215,50 1 715100 m Oi O 0 0 M O O Oi Oi Oi .ti Oi 0 0P, o o m rn o mm rn oOi o rn m rn o �o a, f� M � O N N O Lri^ of In M N O M M N N N U, of O of N N N O L6^ of W 1, O V O In M O W M % i z.00a 5 � M 11-1 1.50% 150% IA 0 0 rn o CP N aq f� -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 890 NO DATE APPR REVISION SURVEY 11EEr CITY OF COTTAGE GROVE MN DRAWN Cottage ® Stantec ' 491 Grove DESIGNED � CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED erity Meet X35 Highway W RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 OF APPROVED Ip/)iPride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 715100 0 0P, o o m rn o mm rn oOi o rn m rn o �o a, N N N U, of O of N N N O L6^ of W 1, O V O In M O W M � M 11-1 1.50% 150% 0 rn o aq 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 890 NO DATE APPR REVISION SURVEY 11EEr CITY OF COTTAGE GROVE MN DRAWN Cottage ® Stantec ' 491 Grove DESIGNED � CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED erity Meet X35 Highway W RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 OF APPROVED Ip/)iPride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 T16150 T16100 ip M W N LD M O r M N rn M rn O In ^ W O O rn rn f\ � N M o6W M 21(00/, z.00a 0 of - oi -z.00a so^r Ori rn o� o o rn � � r\ --- ---- ------ ----------- --- ---- ----- -- — --- ---- ----- --- ---- ---- -- ---- ----- -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 -140 -130 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 890 NO DATE APPR REVISION CITY OF COTTAGE GROVE' MN DESIGNED CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS "�� DRAWN AW" Cottage ® Stantee 492 � Grove RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 OF CHECKED APPROVED �h@re pride and �,,,p St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. T16100 W r M N O O rn rn f\ � N M o6W M of - oi -z.00a so^r rn o� o � N f� — --- ---- ----- --- ---- ---- -- ---- ----- 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 -140 -130 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 890 NO DATE APPR REVISION CITY OF COTTAGE GROVE' MN DESIGNED CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS "�� DRAWN AW" Cottage ® Stantee 492 � Grove RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 OF CHECKED APPROVED �h@re pride and �,,,p St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. 11 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 11 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 "I F 217,00 1 T17150 is I N N W N M ^ N N W N_ M� O In M O O M M M V o f� M In N O W OJ 1. o% _ z. o% - -z00% 5 M 0—ILL— � r\ rn O1 0 d-- -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 -140 -130 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 890 NO DATE APPR REVISION CITY OF COTTAGE GROVE' MN DESIGNED CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS "�� DRAWN AW" Cottage ® Stantee 493 � Grove RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 OF CHECKED APPROVED �h@re pride and �,,,p St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. F 217,00 1 N M ^ N N W N_ o f� M In N O W OJ M W 0 rn O1 0 d-- 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 -140 -130 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 890 NO DATE APPR REVISION CITY OF COTTAGE GROVE' MN DESIGNED CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS "�� DRAWN AW" Cottage ® Stantee 493 � Grove RAVINE PARKWAY erity neer zags Highway 36w SAP 180-121-001, SAP 180-123-001 OF CHECKED APPROVED �h@re pride and �,,,p St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. c� 11 922 920 918 916 914 912 910 908 906 904 902 900 898 11 922 920 918 916 914 912 910 908 906 904 902 900 898 896 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 F 218+50 F 218+00 1 i0 M N IR In M M OJ M M M M N M In In �vj OJ M M M M M OJ f� th O OJ ^ OJ O O O M n O^ ^ n n rn rn Oi M rn ^ rn rn Oi '51 —J -2— .o / z. of zooi — %q./. / z. i O1 50° -1-00—G/0 z 00 1/ o rn — — -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 922 920 918 916 914 912 910 908 906 904 902 900 898 922 920 918 916 914 912 910 908 906 904 902 900 898 -140 -130 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 896 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 9 DRAWN Cottage ® Stantee ' 494 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, M" 55113 PROF. NO. —taarac.cm SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. F 218+00 1 M OJ f� th O OJ ^ OJ O O rn rn Oi M rn ^ rn rn Oi '51 —J %q./. / z. i O1 50° -1-00—G/0 z 00 1/ — m 922 920 918 916 914 912 910 908 906 904 902 900 898 922 920 918 916 914 912 910 908 906 904 902 900 898 -140 -130 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 896 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 9 DRAWN Cottage ® Stantee ' 494 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, M" 55113 PROF. NO. —taarac.cm SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. oho= waw c� 930 928 926 924 922 920 918 916 914 912 910 908 906 904 926 924 922 920 918 916 914 912 910 908 906 904 924 922 920 918 916 914 912 910 908 906 904 902 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 -fl-g,-00-1 220,00 o ^ m o M M M V V M M M M V pi .ti M pi M .-v .v � W N o^ O O n M N O --- v rn � � — — ^ m -- — — — — — ---- 0 ---- 1" —— — — — — — 0 o -- 200% 00 ---- 00% _ -2.00% ----20 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 -fl-g,-00-1 T19150 o ^ m o M M M V V M M M M V pi .ti M pi M .-v .v � W N o^ O O n M N --- v rn � � -- — — — — — ---- 0 ---- 1" —— — — — — — 0 o -- 200% 00 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 930 928 926 924 922 920 918 916 914 912 910 908 906 904 926 924 922 920 918 916 914 912 910 908 906 904 924 922 920 918 916 914 912 910 908 906 904 -140 -130 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 902 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 9 DRAWN Cottage ® Stantee ' 495 °Es��"E° � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, M" 55113 PROF. NO. —taar—aom SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. -fl-g,-00-1 o ^ m o M M M V V M M M M V pi .ti M pi M .-v .v � W N o^ O n M N --- 930 928 926 924 922 920 918 916 914 912 910 908 906 904 926 924 922 920 918 916 914 912 910 908 906 904 924 922 920 918 916 914 912 910 908 906 904 -140 -130 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 902 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 9 DRAWN Cottage ® Stantee ' 495 °Es��"E° � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, M" 55113 PROF. NO. —taar—aom SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. aA , waw c� 932 932 F 221 40 930 O 930 1 928 928 926 926 924 924 922 922 920 ! m 920 918 918 ---- 916 — ------ — o -- — — — — ° / z.00° ° so° 916 914 914 912 912 910 910 908 908 906 906 -140 -130 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 +80 932 932 930 928 926 924 922 920 918 916 914 912 910 908 906 930 928 926 924 922 920 918 916 914 912 910 908 906 -140 -130 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 +80 932 932 930 928 926 924 922 920 918 916 914 912 910 908 906 904 220 SO F 22100 I O rn � 1 �m In In O O M J� O In N. ^ N V rn — mo m m rn �� rnrn �1 O n � O N V N V O W _J 930 928 926 924 922 920 918 916 914 912 910 908 906 -140 -130 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rL +10 +20 +30 +40 +SO +60 +70 +80 932 932 930 928 926 924 922 920 918 916 914 912 910 908 906 904 930 928 926 924 922 920 918 916 914 912 910 908 906 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 904 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 9 DRAWN Cottage ® Stantee ' 496 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, M" 55113 PROF. NO. —taarac.cm SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. 220 SO I rn � 1 �m In In O O M J� O In N. ^ N V _J 930 928 926 924 922 920 918 916 914 912 910 908 906 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 904 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 9 DRAWN Cottage ® Stantee ' 496 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, M" 55113 PROF. NO. —taarac.cm SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. 0Aa waw c� 928 926 924 922 920 918 916 914 912 910 908 928 926 924 922 920 918 916 914 912 910 908 930 928 926 924 922 920 918 916 914 912 910 908 906 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 222 100 223,00 222 SO O of °J of OJ M n n n O .-v rn^ N M In O M 6 OJ � 1.50 Oi Oi Oi N O In ^ N V ° ------- ----- — ° -2.00%_-O(2 % ---- --�00 -- — — 5 ° --- --- --- -- -- -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 222 100 222 SO O .-v rn^ �m .-v Q N N N M W O Oi Oi Oi N O In ^ N V ° ------- ----- — ° -2.00%_-O(2 % ---- --�00 -- — — 5 ° --- --- --- -- -- -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 928 926 924 922 920 918 916 914 912 910 908 928 926 924 922 920 918 916 914 912 910 908 930 928 926 924 922 920 918 916 914 912 910 908 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 906 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 9 DRAWN Cottage ® Stantee ' 497 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, M" 55113 PROF. NO. —taarac.cm SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. 222 100 IA of W N N N ------- ----- — ° -2.00%_-O(2 % ---- --�00 -- — — 5 ° 928 926 924 922 920 918 916 914 912 910 908 928 926 924 922 920 918 916 914 912 910 908 930 928 926 924 922 920 918 916 914 912 910 908 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 906 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 9 DRAWN Cottage ® Stantee ' 497 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, M" 55113 PROF. NO. —taarac.cm SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. aAa c� 928 926 924 922 920 918 916 914 912 910 908 928 926 924 922 920 918 916 914 912 910 908 928 926 924 922 920 918 916 914 912 910 908 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 224,50 224 100 O0i 0i O o M m O 01 01 01 W 01 IN. V V M 01 W 01 01 IN n n n 1 f� ^ In O N M In M M M N O W M V V o. rn C, m ° 1.50° =02- _ ,0 /0 2. 0% 0 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 223 150 224 100 O W N N M O 01 01 01 W 01 IN. V V M 01 W 01 01 IN n n n 1 f� ^ In O N M In M M M N O W M V V o. ° 1.50° =02- ---- ------- -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 928 926 924 922 920 918 916 914 912 910 908 928 926 924 922 920 918 916 914 912 910 908 928 926 924 922 920 918 916 914 912 910 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 908 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN "E� DRAWN Cottage ® Stantee ' 498 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, M" 55113 PROF. NO. —taarac.a— SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. 223 150 rA m mm m m n o m rn 1 f� ^ In O N M N O In so° ---- ------- 928 926 924 922 920 918 916 914 912 910 908 928 926 924 922 920 918 916 914 912 910 908 928 926 924 922 920 918 916 914 912 910 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 908 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN "E� DRAWN Cottage ® Stantee ' 498 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, M" 55113 PROF. NO. —taarac.a— SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. aAa? waw o c� 928 926 924 922 920 918 916 914 912 910 908 906 904 902 900 928 926 924 922 920 918 916 914 912 910 908 906 904 928 225,00 225 SO m .-v o rn rn ^ Oj o 0 ipN P O N M V V to rn m rn rn rn rn m rn rn m rn rn rn r\ rn r\ r\ rn � M N N � z.00 i 5° 1 — rn — c6 ---------------- ----- ---- — az:- -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 928 926 924 922 920 918 916 914 912 910 908 906 904 902 900 928 926 924 922 920 918 916 914 912 910 908 906 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 904 NO DATE APPR REVISION CITY OF COTTAGE GROVE MN DESIGNED Cottage Stantee "�� RAW"AWN ® ' � CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 499 CHECKED edty Meet zags Highway 36w RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °` Grove APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. 225,00 m .-v Ol OJ 01 01 01 01 ipN P O N M V V to rn rn M 928 926 924 922 920 918 916 914 912 910 908 906 904 902 900 928 926 924 922 920 918 916 914 912 910 908 906 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 904 NO DATE APPR REVISION CITY OF COTTAGE GROVE MN DESIGNED Cottage Stantee "�� RAW"AWN ® ' � CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 499 CHECKED edty Meet zags Highway 36w RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 °` Grove APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 O COORDINATE WITH PARK GRADING. SEE SHEET 198. mFE5 o,.x t=<= -A- 0Aa waw c� 928 926 924 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 928 926 924 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 W M F 226,00 1 F-226150 o^ oM c6 m m m Ido rn ^ rn ^ m rn rn rn rn rn _ ip ip O N ry M V V � N 2. / z. 2 00 — - N N rn m — / -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 928 926 924 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 928 926 924 922 920 918 916 914 912 910 908 906 904 902 900 898 896 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 894 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 0 DRAWN Cottage ® Stantee ' 500 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, M" 55113 PROF. NO. —taarac.cm SAP 180-110-013, SAP 180-020-013 547 W M F 226,00 1 o^ c6 m m m OJ N n N V ,6 6 N z. /s0^ - N N 928 926 924 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 928 926 924 922 920 918 916 914 912 910 908 906 904 902 900 898 896 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 894 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN 0 DRAWN Cottage ® Stantee ' 500 — DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED RAVINE PARKWAY edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, M" 55113 PROF. NO. —taarac.cm SAP 180-110-013, SAP 180-020-013 547 o'oo waw c� 930 928 u r 227,50 930 928 926 926 0 924 924 922 ^ V M In ^ M O vj to to pi 922 In In 920 rn rn ^ ^ ^ 920 918 N N`^° � 918 916 916 914 914 912-912 ' � 910 910 908 ' 908 906 906 904 904 02 902- °J / 900 900— 900 898 — — / 898 ---- — — — — ----- — — 896 896 894 894 892 892 890 890 888 888 -200 -190 -180 -170 -160 -150 -140 -130 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 930 930 928 w r F 227+00 1 928 926 926 0 924 924 922 rn ^ 922 5 rn rn 920 rnrn '� rn °' rn 920 ^ � N M V 918 ip � O N V N 918 916 115 1. 501/0 z. ° z. / z oo i —5 ° 916 914 914 912 912 910 910 ' 908 908 906 906 904 '' 904 _ / 902 902 900 ' 900 _ � — — — — 898 — � 898 96 896---- 896 894- 894 894 892 892 890 890 888-888 200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 20 -10 +10 +20 +30 +40 +50 +60 +70 +80 NO DATE APPR REVISION SURVEY Cottage � Grove here pride and ptosP edty Meet ® Stantee Stas Highway St. Paul, MN 55113 —tali—c m CROSS SECTIONS RAVINE PARKWAY CITY OF COTTAGE GROVE MN ' RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 seeEr DRAWN 501 DESIGNED CHECKED °` APPROVED 547 PROF. NO. a 3Fa waw o c� 930 928 926 924 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 227+ 3.51 m r\ m -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 REVISION SURVEY DRAWN DESIGNED CHECKED APPROVED PROF. NO. -80 -70 Cottage � Grove here pride and PrOSperity Meet -60 -50 -40 ® Stantec 2335 Highway 36 W St. Paul, V N 55113 —taut—c- 930 928 926 924 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 RRR -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 CITY OF COTTAGE GROVE, MN CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 502 RAVINE PARKWAY SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 aAa? waw o EPP 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 918 916 914 912 910 908 906 904 902 900 898 896 894 892 918 916 914 912 910 908 906 904 902 900 898 896 894 892 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rE +10 +20 890 391+50 391+25 RAVI IN 0 o n m 00 o o rnrn � 0 N ip Oi Oi M _ Oi W Oi O p � 1. r o o 2. r\ �o rnrn 918 916 914 912 910 908 906 904 902 900 898 896 894 892 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rE +10 +20 890 918 916 914 912 910 908 906 904 902 900 898 896 894 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 892 NO DATE APPR REVISION CITY OF COTTAGE GROVE MN 5"E� DRAWN Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 503 DESIGNNED F D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 391+25 Oi Oi M _ Oi W Oi O p � o 2. N 918 916 914 912 910 908 906 904 902 900 898 896 894 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 892 NO DATE APPR REVISION CITY OF COTTAGE GROVE MN 5"E� DRAWN Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 503 DESIGNNED F D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 aAa? waw ao PP vio 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 F-392150 J1 - 9166 914 N N O V M f� 912 rn rnD Lri o 910 1.51 .0 % _ ip In O N i0 V ip M M O rn 908 v N 906 904 902 900 -- -- — -- ----- -- ——---------———— — -- 898 896 O 894 892 890 888 O 886 o6 vi m -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 916 914 912 910 908 906 904 902 9® 898 896 894 892 890 888 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 886 �/ NO DATE APPR REVISION SURVEY CII 1 OF COTTAGE GROVE MN u"ra DRAWN Cottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 504 DESIGNED cnecKeD Grove RAVINE PARKWAY -WEST BOUND ONLY ericy neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 392,00 N N O V M f� 1.51 .0 % _ 916 914 912 910 908 906 904 902 9® 898 896 894 892 890 888 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 886 �/ NO DATE APPR REVISION SURVEY CII 1 OF COTTAGE GROVE MN u"ra DRAWN Cottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 504 DESIGNED cnecKeD Grove RAVINE PARKWAY -WEST BOUND ONLY ericy neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 aAa? waw o EPP 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 NO DATE APPR REVISION CITY OF COTTAGE GROVE MN 5"E� DRAWN Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 505 DESIGNNED F D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 ttL +10 +20 +30 +40 +SO +60 F-393100 J1V 914 N 393 SO 912 71U 914 in in ';'d In In uj W N In In v o 0 910 rn o 908 M M N 16 O 906 912 904 902 � ' 900 M N � vi vi vi `° vi 910 -- — ---------- ---- 896 rnrn rn rn rn 894 892 890 888 M M 0 N ip 908 a o / z. 906 °J o � 904 m C, 902 M 900 --- ----- --- 898 896 894 892 890 888 886 o, v rno 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 884 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 NO DATE APPR REVISION CITY OF COTTAGE GROVE MN 5"E� DRAWN Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 505 DESIGNNED F D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 ttL +10 +20 +30 +40 +SO +60 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 F-393100 J1V 914 912 in in ';'d In In uj W N In In v o 0 910 rn o 908 M M N 16 O 906 904 902 900 -- --0 898 -- — ---------- ---- 896 894 892 890 888 O 886 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 EPP 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 914 912 910 908 906 904 902 900 898 896 894 892 890 888 O -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 394 SO 91 9111 - o v v v o 0 91 rn � o cl M o 91: oI,D to N o in o °' °' 911 O � m O N o 90. — ° 901 9d 90: 901 °c�ir 89. m 891 89 89: O891 1 88i 00 rn rn QQ, -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 914 912 910 908 906 904 902 900 898 896 894 892 890 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 888 NO DATE APPR REVISION CITY OF COTTAGE GROVE MN 5"E� DRAWN Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 506 DESIGNNED F D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 394 00 PAY! IN o v v v o 0 rn � o cl M o cl 1. or o i ----o ---- O � m m of 914 912 910 908 906 904 902 900 898 896 894 892 890 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 888 NO DATE APPR REVISION CITY OF COTTAGE GROVE MN 5"E� DRAWN Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 506 DESIGNNED F D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 EPP 918 916 914 912 910 908 906 904 902 900 898 896 CQJ 918 916 914 912 910 908 906 904 902 900 898 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 896 920 920 918 916 914 912 910 908 906 904 902 900 898 896 � 395 SO C6 a m1 0 0 of Q rn r\ r\ — — — — — — — — — — — -- — r\ � a 1. or i— o 1 m �o Oo rnrn 918 916 914 912 910 908 906 904 902 900 898 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 896 920 920 918 916 914 912 910 908 906 904 902 900 898 896 918 916 914 912 910 908 906 904 902 900 898 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 896 NO DATE APPR REVISION SURVEY11EFT DRAWN CITY OF COTTAGE GROVE MN 0 DESIGNED Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 5 F D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 � 395 00 of r\ � 918 916 914 912 910 908 906 904 902 900 898 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 896 NO DATE APPR REVISION SURVEY11EFT DRAWN CITY OF COTTAGE GROVE MN 0 DESIGNED Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 5 F D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 a Aa? waw o ao PP 918 916 914 912 910 908 906 904 902 900 898 }o 918 916 914 912 910 908 906 904 902 900 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 898 920 920 918 916 914 912 910 908 906 904 902 900 898 396 SO oo+ � ^ ^ o r\ r\ 0 m "Di IN m rn 0 1 o N 0 v m o o6 K 1 r\ r\ 00 rnrn 918 916 914 912 910 908 906 904 902 900 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 898 920 920 918 916 914 912 910 908 906 904 902 900 898 918 916 914 912 910 908 906 904 902 900 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 898 NO DATE APPR REVISION AWN CITY OF COTTAGE GROVE MN DESIGNED "�� RAWCottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 508 D cnecKeD Grove RAVINE PARKWAY -WEST BOUND ONLY ericy neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 396,00 oo+ � ^ ^ o r\ r\ 0 rn 0 1 v m o o6 K 918 916 914 912 910 908 906 904 902 900 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 898 NO DATE APPR REVISION AWN CITY OF COTTAGE GROVE MN DESIGNED "�� RAWCottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 508 D cnecKeD Grove RAVINE PARKWAY -WEST BOUND ONLY ericy neer 2335 Highway 36 W SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 aAa? waw o EPP 918 916 914 912 910 908 906 904 902 900 898 918 916 914 912 910 908 906 904 902 900 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 898 920 920 918 916 914 912 910 908 906 904 902 900 898 397,50 397,00 a m o 0 oo+ oo rn mo rn P, m IN p N p M O M O N o � O Ul — — _ — PrGA (OG K o6 00 rnrn �m 918 916 914 912 910 908 906 904 902 900 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 898 920 920 918 916 914 912 910 908 906 904 902 900 898 918 916 914 912 910 908 906 904 902 900 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 898 NO DATE APPR REVISION CITY OF COTTAGE GROVE MN 5"E� DRAWN Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 509 DESIGNNED F D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 397,00 o m IN M O N o � O Ul — — _ — PrGA (OG �m 918 916 914 912 910 908 906 904 902 900 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 898 NO DATE APPR REVISION CITY OF COTTAGE GROVE MN 5"E� DRAWN Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 509 DESIGNNED F D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 EPP 920 918 916 914 912 910 908 906 904 902 900 898 896 920 918 916 914 912 910 908 906 904 902 900 898 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 896 920 920 918 916 914 912 910 908 906 904 902 900 898 398+50 398+00 M 0i m 0i m O rn � O O N O O IDDI O M m o O rn Lr;O N o p O 16 vp �- in v 0 0 ----- — — — --- ---- ———— ----- ---- -- �0� 00 rnrn 920 918 916 914 912 910 908 906 904 902 900 898 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 896 920 920 918 916 914 912 910 908 906 904 902 900 898 918 916 914 912 910 908 906 904 902 900 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 898 NO DATE APPR REVISION SURVEY 11EEr CITY OF COTTAGE GROVE MN DRAWNCITY Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 51 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 398+00 M 0i m 0i m O iD rn o m M rn p O �- 918 916 914 912 910 908 906 904 902 900 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 898 NO DATE APPR REVISION SURVEY 11EEr CITY OF COTTAGE GROVE MN DRAWNCITY Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 51 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 EPP 922 920 918 916 914 912 910 908 906 904 902 900 898 896 r\ 399,50 399,00 a m o 0 d o rn rn rn � p � � N to ^ orn o O rn 1 is )--1-50 1 a of c; N ip 1.50% r\ �o 0 rnrn 922 920 918 916 914 912 910 908 906 904 902 900 898 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 896 922 922 920 918 916 914 912 910 908 906 904 902 900 898 896 920 918 916 914 912 910 908 906 904 902 900 898 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 896 NO DATE APPR REVISION SURVEY seeEr CITY OF COTTAGE GROVE MN DRAWNCottaCottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 51 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—co,", SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 399,00 0 0 ^ orn o O rn 1 c; N ip 1.50% r\ o� rnrn 920 918 916 914 912 910 908 906 904 902 900 898 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 896 NO DATE APPR REVISION SURVEY seeEr CITY OF COTTAGE GROVE MN DRAWNCottaCottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 51 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—co,", SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 EPP 920 918 916 914 912 910 908 906 904 902 900 898 896 894 920 918 916 914 912 910 908 906 904 902 900 898 896 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 894 922 922 920 918 916 914 912 910 908 906 904 902 900 898 896 400+50 1 o� o N O N ip r\ of i rn M M rn rn ---- --- --- L m o� rnrn M rnrn 920 918 916 914 912 910 908 906 904 902 900 898 896 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 894 922 922 920 918 916 914 912 910 908 906 904 902 900 898 896 920 918 916 914 912 910 908 906 904 902 900 898 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 896 NO DATE APPR REVISION SURVEY seeEr CITY OF COTTAGE GROVE MN DRAWNCottaCottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 512 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—co,", SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 0 r\ �- rn m o� rnrn 920 918 916 914 912 910 908 906 904 902 900 898 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 896 NO DATE APPR REVISION SURVEY seeEr CITY OF COTTAGE GROVE MN DRAWNCottaCottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 512 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—co,", SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 EPP O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 922 922 401150 r\ ^ rn r\ r\ In O N 920 0 920 918 918 916 916 914 z. i 914 912 M M O 912 910 rn — 910 908 908 906 — — 906 — 904 ---- ----- ---- — 904 902-902 900 900 898 898 896 896 894 894 892 892 890 m 890 888 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 888 922 922 401 00 920 920 918 918 916 m 916 914 to 914 912-912 910 910 908 908 906 906 904 904 902 902 900 900 898-898 896 896 894 894 892 892 890 120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 890 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY Cottage Grove "here prose erity neer ® Stantee zags Hlgnway36w CROSS SECTIONS RAVINE PARKWAY - WEST BOUND ONLY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 seeEr DRAWN 513 DESIGNED CHECKED °` APPROVED pride and St. Paul, MN 55113 —tact—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. � N r\ ^ rn r\ r\ In O N 0 N M 1. r z. i rn M M M O v rn — L r\ — — — — — — — -- --- ---- ----- ---- — M o� rnrn m ri o rnrn � N r\ ^ rn r\ r\ In O N N M rn M v — L M o� rnrn EPP 402 SO 402 00 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 922 a, 0 0 0 ^ 0 0 � rn rn 922 r\ � p � V M � O N ip � 920 920 918 rn m 918 916 r\ N O 916 N f� 1 — — — -- -- --- ---- ---- ---- 914 — — 914 912 rn 912 910 910 908 908 906 o� rnrn 906 904 904 902 902 900-900 898 898 896 896 894 894 892 892 890 890 888 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 rn -10 rE +10 +20 +30 +40 +SO +60 888 922 922 920 920 918 918 916 � 01 0 916 914 914 912 912 1.50% 910 910 908 908 906 906 904 904 902 902 900 900 898 898 896 896 894 894 892 892 890 890 888 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 10 +10 888 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY Cotta ge Grove ""i �,,,p erity neer ® Stantee zags Hlgnway36w CROSS SECTIONS RAVINE PARKWAY - WEST BOUND ONLY CITY CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 seeEr DRAWN 514 DESIGNED CHECKED °` APPROVED pride and St. Paul, MN 55113 —taut—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 402 SO 402 00 a, 0 0 0 ^ 0 0 � rn rn r\ � p � V M � O N ip � v rn m r\ N O N f� 1 — — — -- -- --- ---- ---- ---- — — — rn 402 00 a, 0 a, a, o O rn rn N O N f� 1 — — — -- -- --- ---- ---- ---- — — — o� rnrn aA, waw EPP 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 403 SO JL 91i 911 rn m O O 0i m r\ ^ p M of °' � `� o 0 91 rn rn o 00 0 91. v M O 911 i z. 90i - ---------- - - - - - - - - - - -- - - - - - 901 9d m oo+ 90: 1 901 _�� ----- ---- --- ---------------- 89i 891 89 89: 891 88i m o+ rno m rn QQ, -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 888 NO DATE APPR REVISION SURVEY 11EEr CITY OF COTTAGE GROVE MN DRAWNCITY Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 515 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taat—co,", SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 403 00 rn m O O N O O O O r\ ^ p rn r\ r\ O N p - o^ - ---------- - - - - - - - - - - -- - - - - - m oo+ 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 888 NO DATE APPR REVISION SURVEY 11EEr CITY OF COTTAGE GROVE MN DRAWNCITY Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 515 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taat—co,", SAP 180-110-013, SAP 180-020-013 547 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 o Ao= waw �o 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ttL +10 +20 +30 +40 +SO +60 404150 91. 91i - 911 a o� O o 911 °o' o o rn °o' n n rn m 6 m 91: 91, 91: pL6 O N o V 16 M O 1.50% .0 % G/1 - 911 LJ 1. r 2.(QG/gF 90. 901 9d rn m 90: 901 o, 1 m 901 9d rn o' ---- --- 90: — °J 891 901 — — — — — — ---- — — � ----- ---- 891 891 88. 89 89: 891 88i o6 rnO � m oo -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ttL +10 +20 +30 +40 +SO +60 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY seeEr CITY OF COTTAGE GROVE MN DRAWNCottaCottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 516 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 404 00 JL1 91. 911 a o� O o 91 °o' o o rn °o' rn 91: 911 1.50% .0 % G/1 - 90. LJ 901 9d rn m 90: o, 1 901 ---- --- 89. — 891 89 — 89: 891 88. O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY seeEr CITY OF COTTAGE GROVE MN DRAWNCottaCottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 516 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 aA, waw 0TP 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ttL +10 +20 +30 +40 +50 +60 405150 JL 91. - 91 911 911 91, 91: a O p N om m 91: O 911 r\ ^ p O c p 911 90. 90. p o 901 901 9d 9d r\ m 90: P, w 90: O 0 901 901 89. — — — — — — — — — — - - — — — — — — — — — — — — --- --- — --- 89. ---- — 891 1 89 891 89 89: 89: 891 891 88. 6 r\ rno -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ttL +10 +20 +30 +40 +50 +60 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 NO DATE APPR REVISION SURVEY seeEr CITY OF COTTAGE GROVE MN DRAWNCottaCottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 517 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 405 00 JL 91. 911 91, a O p N om m 91: rn r\ r\ r\ ^ p O c p 911 90. p o 901 9d m P, w 90: 0 901 --- — --- 89. ---- — 891 89 89: 891 88. m O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 NO DATE APPR REVISION SURVEY seeEr CITY OF COTTAGE GROVE MN DRAWNCottaCottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 517 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 EPP 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY seeEr CITY OF COTTAGE GROVE MN DRAWNCITY Cottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 518 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—co,", SAP 180-110-013, SAP 180-020-013 547 ttL +10 +20 +30 +40 +SO +60 +70 +80 +90 406 TE 406,50 Jl 911 911 91 - 91 91, a m O o 91: 0 °0 rnD o rn 911 91: d d °Q o 911 90i 1.50% .0 % _ Li V M '6 O 901 90. 9d 1. r PnGA 2, / 901 1 901 9d M 89i — ---- — -- ----- - — — — — — — — — — — — — — 90: 891 89 M 901 — 1 89: 89i 891 -- ---- --- ---- -----— -- ---- ----------- —---- — r� — -- 891 89 AS AS—— 89: 891 88i 1616 m0 m m QQ, 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY seeEr CITY OF COTTAGE GROVE MN DRAWNCITY Cottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 518 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—co,", SAP 180-110-013, SAP 180-020-013 547 ttL +10 +20 +30 +40 +SO +60 +70 +80 +90 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 406 TE Jl 911 91 a m O o 91: 0 °0 rnD o rn 911 90i 1.50% .0 % _ Li 901 9d 90: 1 901 89i — ---- — -- ----- - — — — — — — — — — — — — — 891 89 — 89: 891 88i O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 �o 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 NO DATE APPR REVISION SURVEY seeEr CITY OF COTTAGE GROVE MN DRAWNCottaCottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 519 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 ttL +10 +20 +30 +40 +SO +60 4077O Jj 91, J1 911 I ^91: 91, In N In In Q v O O 911 rn O N p 90. 91: � M � a p O O v'N 911 901 rn of p O N p 9d 901 � 90: 1 m cd z901 of r\ 901 1 89i 9d 891 90: m 89 901 89: r\ 891 891 O 88i --- ------------- — ----------------------- rno m rn -------� QQ, 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 NO DATE APPR REVISION SURVEY seeEr CITY OF COTTAGE GROVE MN DRAWNCottaCottage ® Stantee CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 519 DESIGNED CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —tact—c— SAP 180-110-013, SAP 180-020-013 547 ttL +10 +20 +30 +40 +SO +60 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 407 TE J1 911 91, 91: a p O O v'N 911 rn p O N p 901 � 1 of 901 9d 90: m 901 r\ 891 --- ------------- — ----------------------- � — -------� — — 891 89 89: 891 88i m °0 88 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 aAa? waw o EPP 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY DRAWN CITY OF COTTAGE GROVE MN Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 520 DESIGNED F D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taat—co,", SAP 180-110-013, SAP 180-020-013 547 ttL +10 +20 +30 +40 +SO +60 408 SO FD Jj 91, 408 TE FD J1 91, 91: a m � M In lfj 911 r p O N 16 90. 91: 901 o / 9d v v o 'n m vi o 0 90: 911 m rn m 901 r\ o v _ — 89i —� ------- — — — — — 901 891 M O 89 89: 891 of 901 88i r\ vi rno m rn QQ, 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 NO DATE APPR REVISION SURVEY DRAWN CITY OF COTTAGE GROVE MN Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 520 DESIGNED F D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taat—co,", SAP 180-110-013, SAP 180-020-013 547 ttL +10 +20 +30 +40 +SO +60 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 408 TE FD J1 91, 91: v v o 'n m vi o 0 911 rn � 901 M O of 901 9d 90: m 901 891 -------- -- — ----- ---- ---- ----- — — 891 89 — 89: 891 881 m °0 88 O EARTHWORK ACCOUNTED FOR IN BASIN GRADING. SEE SHEETS 194 - 197 EPP vio 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 N71 409 SO 911 91, o rn vi o oo+ oo+ rn p � � O N ip o� r ' 91: � rn m o v m m 911 O p ip O N ip 90i - 901 m oo+ 9d M 90: O 901 ----- — --- — — — — -- — 891 — -- 891 89 89: 891 v' 88i �16 rno -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 886 NO DATE APPR REVISION SURVEY 11EEr CITY OF COTTAGE GROVE MN RAWCottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 521 DESIGNED F D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 409 TE FD o rn vi o oo+ oo+ rn p � � O N ip v m m r\ m oo+ 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 886 NO DATE APPR REVISION SURVEY 11EEr CITY OF COTTAGE GROVE MN RAWCottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 521 DESIGNED F D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 aAa= waw o EPP 916 914 912 910 908 906 904 902 900 898 896 894 892 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 916 914 912 910 908 906 904 902 900 898 896 894 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 892 410,00 410 SO N M N 1. 0% 0 O a m N O O N p O of m V V M to v N ci ci rn m 00 rnrn 916 914 912 910 908 906 904 902 900 898 896 894 -120 -110 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 rE +10 +20 +30 892 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 888 NO DATE APPR REVISION SURVEY11EFT DRAWN CITY OF COTTAGE GROVE MN 2 DESIGNED Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 522 DESIGN D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taat—co,", SAP 180-110-013, SAP 180-020-013 547 410,00 N M N 1. 0% 0 of m rn -- --- ----- — 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 888 NO DATE APPR REVISION SURVEY11EFT DRAWN CITY OF COTTAGE GROVE MN 2 DESIGNED Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 522 DESIGN D CHECKED Grove RAVINE PARKWAY - WEST BOUND ONLY erity neer zags Hlgnway36w SAP 180-121-001, SAP 180-123-001 °` APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taat—co,", SAP 180-110-013, SAP 180-020-013 547 948 946 944 942 940 938 936 934 932 930 928 926 924 922 920 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (1 +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 346 � 502 SO "u 946 344 948 342 942 340 946 940 338 336 O O O O 944 938 936 334 rn oN oN 934 332 N O O N N 942 932 330 930 940 m 928- 28 326 926— �/ ----�� 926 324 938 ----- ---- — 924 322 922 936 m 920 N N M M " O o 934 M .y N N M in 932 i0 N - — — — — — m 930 f� M 928 — ---� ---- 926 924 922 00 M M 346 502 00 946 344 944 342 942 340 940 338 336 O O O O 938 936 334 rn oN oN 934 332 N O O N N o N N N OJ 932 330 930 m 928- 28 326 926— �/ ----�� 926 324 ---- ---- ----- ---- — 924 322 922 320 920 M M -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN DESIGNED DRAWCottage ® Stantec CROSS SECTION RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 523 %� CHECKED , Grove erity Meet 2335 Highway 36w KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 944 942 940 938 936 934 932 930 928 926 924 922 920 918 916 _100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN DESIGNED DRAWCottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 524 %� CHECKED , Grove erity Meet 2335 Highway 36w KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 503 50 503 00 346 94 94, 344 94: 342 941 340 931 338 931 336 93, 334 93: rnrn rnrn � � 332 rnrn rnrn 932 N N N N rn N ^ 931 N � N N � 921 930-- 930 M --- 921 328 — ---- M ` � 92 326 �� ---- ---- ---- 926 ` ----- 92: 324 924 322 921 91i 320 mm N N � m 0 n1i -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN DESIGNED DRAWCottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 524 %� CHECKED , Grove erity Meet 2335 Highway 36w KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 503 00 346 946 344 944 342 942 340 940 338 938 336 936 334 934 � � 332 rnrn rnrn 932 N ^ N � N N � 930-- 930 328 M ` � 928 326 �� ---- ---- ---- 926 ` ----- 324 924 322 922 320 0 920 N N -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN DESIGNED DRAWCottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 524 %� CHECKED , Grove erity Meet 2335 Highway 36w KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 942 940 938 936 934 932 930 928 926 924 922 920 918 916 914 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN DESIGNED DRAWCottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 525 %� CHECKED , Grove erity Meet 2335 Highway 36w KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 OF APPROVED here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 504 50 944 94 94: 94, 941 342 94: 931 931 --- ----------- ----93, 941 338 -93, \ \ 931 93: \ In In In In 931 \ rnrn °' rn rnrn 336 o 931 934 — — r. in \ ^ N N in r. N N N N 921 93, \ \ 921 � 332— 0 M 93: \ 92, -- 330 rn rn ° ° 92: 931 \ 921 N N N N N 921 \ \ 91i -2.00 oo i 911 N N -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN DESIGNED DRAWCottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 525 %� CHECKED , Grove erity Meet 2335 Highway 36w KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 OF APPROVED here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 504 00 944 94, 342 94: 340 941 338 931 336 931 934 — — 93, \ 332— 93: \ -- 330 rn rn ° ° 931 \ 328 N N N N N 921 \ \ 2.OQ% -2.00 oo i 326 r 921 324 \ — ----- — — — — 92 \ — — 322 92: 320 921 318 91i N N -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN DESIGNED DRAWCottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 525 %� CHECKED , Grove erity Meet 2335 Highway 36w KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 OF APPROVED here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 942 940 938 936 934 932 930 928 926 924 922 920 918 916 914 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 942-94: F505150] F505100] 94: 94 941 931 931 340 \ 93, \ 93: \ 941 931 \ 0101 M M W ' \ aN, rn \ rn rn rn 92. 0 0 921 o6 6N N 16 W \00/ 200/ zo i oo i 92 \ M i -- -- ---- 921 336 91i °J 911 ri ri N N 942-94: F505100] 340 941 338 931 336 931 _ 334 93, 332 \ 93: \ 330 931 \\ vv 328 rn rn o N N 921 \ c:5 326 \ \ o6,6 .Ni .Ni16 06' 921 _ rn oo / — -2.00 i _ ° 324 _ \ / M 92 — — — — — — — — 320 921 318 91i 316 911 11A N N -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 (tL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 NO DATE APPR REVISION SURVEY AWN CITY OF COTTAGE GROVE MN DESIGNED DRAWCottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 526 %� CHECKED , Grove erity Meet 2335 Highway 36w KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 OF APPROVED "here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 940 � 506 00 506 SO � � 940 938 \ 938 936 \ \ \ \ \ 936 934 \ \ \ \ \ f� N .ti N pNj � f� ip .v .v N N N 934 in m 932 o in in \ � N N N 932 930---930 \\ � N � N N � W OJ N N p� 928 rn 928 N N N N 926 926 924 924 922 922 N N 920 920 918 918 916 916 914 914 912 912 910-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 910 942 942 940 940 938 938 936 936 934 934 932 932 930 930 928 928 926 926 924 924 922 922 920 920 918 918 916 916 914 914 912 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 912 NO DATE APPR REVISION Cottage %� , Grove "here prose ery Meet ® Stantec 2335 Highway 36w CROSS SECTIONS KEATS AVENUE (CSAH 19) CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 DESIGN AWN 527 DESIGNED CHECKED °` APPROVED pride and St. Paul, MN 55113 www.etantec.com SAP 180-110-013, SAP 180-020-013 547 PROF. NO. � 506 00 506 SO � � \ \ \ \ \ \ \ \ \ \ \ f� N .ti N pNj � f� ip .v .v N N N \ \ in m m � o in in \ � N N N \\ � N � N N � W OJ N N p� rn N N N N N N � 506 00 � \ \ \ \ \ \ \ \ \ f� N .ti N pNj � f� ip .v .v N N N \ o o in in \ � N N N rn N N N N 936 � � 507 SO 936 � 934 934 932 932 930 930 928 928 926 \ 926 924 924 922-922 \ \ N 920 \ \ cd 920 918 918 916 M 916 914 m rnrn rn 914 912 0 0, rnrn 912 910 910 908 m 908 906 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 906 938 938 936 936 934 934 932 932 930 930 928 928 926 926 924 924 922 922 920 920 918 918 916 916 914 914 912 912 910 910 908 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 (1+10 +20 +30 +40 +SO +60 +70 +80 +90 +100 90REVISION"° DATE APPR RE�'°" Cottage %� , Grove "here prose erity Meet ® Stantec 2335 Highway 36w CROSS SECTIONS KEATS AVENUE (CSAH 19) CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 DRAAWNWN 528 DESIGNED CHECKED OF APPROVED pride and St. Paul, MN 55113 —tact—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. � � 507 SO � � \ � N mpl \ \ \ N \ \ M m rnrn � 507 00 � \ � N mpl \ \ \ N \ \ rn 0 0, rnrn 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 -' 50905 0 SOS 00 ffs rnrn rnNEI� 0 rn rnrn O N M M iO W N N o ^ zo i ooi i M M zo i 00/1ci M rn C? �� o r\ r\ rnrn M 920 918 916 914 912 910 908 906 904 902 900 898 896 894 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 892 934 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 904 932 930 928 926 924 922 920 918 916 914 912 910 908 906 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 904 NO DATE APPR REVISION CITY OF COTTAGE GROVE MN 5"E� DRAWAWCottae ® CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 5 DESIGNNNED gStantec F %� CHECKED , Grove erity Meet 2335 Highway 36w KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 OF APPROVED here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 SOS 00 ffs M M zo i 00/1ci M r\ r\ rnrn 932 930 928 926 924 922 920 918 916 914 912 910 908 906 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 904 NO DATE APPR REVISION CITY OF COTTAGE GROVE MN 5"E� DRAWAWCottae ® CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 5 DESIGNNNED gStantec F %� CHECKED , Grove erity Meet 2335 Highway 36w KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 OF APPROVED here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 888 924 924 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 F510100] 509,50] W h W f rnrn � 0 � rnrn 0 N O N M M N i00J N N — z0 i 00Y i i i i i i rn i M rnrn M ri ri rnrn 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 888 924 924 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 p 892 '110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 890 NO DATE APPR REVISION CITY OF COTTAGE GROVE MN 5"E� DRAWAWCottae ® CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 5 DESIGNNNED gStantec F %� CHECKED , Grove erity Meet 2335 Highway 36w KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 OF APPROVED here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 509,50] r\ N O N o W i i i i i i M rnrn 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 p 892 '110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 890 NO DATE APPR REVISION CITY OF COTTAGE GROVE MN 5"E� DRAWAWCottae ® CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 5 DESIGNNNED gStantec F %� CHECKED , Grove erity Meet 2335 Highway 36w KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 OF APPROVED here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 F� NM iO rn 511 00 iO MN io F� N O .Ni ti to W z o i o0 M M N N i i � rn i p N � � i � v m N_ N_ i � m N_ N_ 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 888 918 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 888 NO DATE APPR REVISION SURVEY 11EEr CITY OF COTTAGE GROVE MN DRAWCottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 531 DESIGNED F %� CHECKED , Grove erity Meet 2335 Highway 36W KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 of APPROVED here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 510 SO rn N O .Ni ti to W z o i o0 i � rn i p N � m N_ N_ 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 888 NO DATE APPR REVISION SURVEY 11EEr CITY OF COTTAGE GROVE MN DRAWCottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 531 DESIGNED F %� CHECKED , Grove erity Meet 2335 Highway 36W KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 of APPROVED here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 ~O O Sll SO 512 00 O �o �o r\ - �o 00 � 0 O rn � O 00 � rnrn � rnrn N O N M M M N 006 N N p OJ N N 0 2.0 =1 i oo i -z.o i - oo i � / \ Cd / \\ C6 / \ M / / o / M / / — --- / \ rn rnrn r\ 00 rnrn 918 916 914 912 910 908 906 904 902 900 898 896 894 892 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 890 918 918 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 888�/ NO DATE APPR REVISION SURVEY a"Ea CII 1 OF COTTAGE GROVE MN DRAWCottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND Uof TILITY IMPROVEMENTS 532 DESIGNED %� CHECKED , Grove erity Meet 2335 Highway 36W KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 APPROVED here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 O Sll SO O �o �o r\ - �o 00 � rnrn 0 � rnrn N O N M M N 006 N N 0 2.0 =1 i oo i IN / \ M / o / IN / --- / rn rnrn 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 888�/ NO DATE APPR REVISION SURVEY a"Ea CII 1 OF COTTAGE GROVE MN DRAWCottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND Uof TILITY IMPROVEMENTS 532 DESIGNED %� CHECKED , Grove erity Meet 2335 Highway 36W KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 APPROVED here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 aAa? waw o 920 ~O' 21, 513 00 512 SO 920 918 o, o, o o a' rn rnrn M M � N rnrn N 918 916 N N M M � � N � M M N � 916 914 N / 914 912 912 910 00 rnrn 910 908 908 906 906 904 M 904 00 rnrn 902 902 900 cr 900 898 898 896 896 894 894 892 892 890 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 890 920 920 918 918 916 916 914 914 912 912 910 910 08 908- 908 906- 906 906 906 904 904 902 902 900 900 898 898 896 896 894 894 892 892 890 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 890 NO DATE APPR REVISION SURVEY Cottage %� , Grove here prose ery Meet ® Stantec 2335 Highway 36A CROSS SECTIONS KEATS AVENUE (CSAH 19) �/ CII 1 OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 a"ra DESIGN 533 DESIGNED CHECKED °` APPROVED pride and St. Paul, MN 55113 www.et—t—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. ~O' 513 00 512 SO o, o, o o a' rn rnrn M M � N rnrn N P, m 0 rn N N N N M M � � N � M M N � / N / v 00 rnrn ~O' � 512 SO P, m 0 rn m r\ � o 0 M M � � N � M M N � N / M 00 rnrn 916 � 514 00 � ~OJ 916 513 SO 914 � 914 M M � � M M 912 N N 912 � � rnrn M M N N ri in N N 910 .o ^o 00 Y, 910 908 908 906 \ 906 � 904 / / m / / 902 902 / 900 r\ 900 / 898 00 rnrn / 898 / 896 / 894 896 892 -- — 890 888 890 °J 886 -100 -90 -80 -70 -60 -50 -40 30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 886 918 918 916 916 914 914 912 912 910 910 908 908 906 906 904 904 902 902 900 900 898 898 896 896 894 894 892 892 890 890 888 -100 -90 -80 -70 -60 -SO -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 +90 +100 888 NO DATE APPR REVISION Cottage %� , Grove "here pride and prose erity Meet ® Stantec 2335 Highway 36w St. Paul, MN 55113 —tact—c— CROSS SECTIONS KEATS AVENUE (CSAH 19) CITY OF COTTAGE GROVE MN RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 AWN DRAWN 5 DESIGNED CHECKED OF F APPROVED 547 PROF. NO. ~O' � � 514 00 � ~OJ � 513 SO � 914 M M � � M M 912 N N N N � � rnrn M M N N ri in N N -z oo i .o ^o 00 Y, 910 908 / \ 906 � 904 / / m / / 902 / r\ 900 / 00 rnrn / 898 / / 896 -- — 892 890 °J 888 00 rnrn ~O' ~OJ � 513 SO � N N rnrn � M M � . � � rnrn M M N N ri in N N .o ^o 00 Y, � m / / r\ 00 rnrn aAa w aw o 916 914 912 910 908 906 904 902 900 898 896 894 892 890 888 918 916 914 912 910 908 906 904 902 900 -50 -40 -30 -20 -10 918 916 914 912 910 908 906 904 902 +10 +20 +30 +40 +50 900 ~O 515 00 515 15 ~OJ 514 50 rnrn rn 91, 0 00 O CD O O 0 p N O N O N N N O N Nc N N M N -z.00 i - .o -2,00% 911 M i i � � o -50 -40 -30 -20 -10 918 916 914 912 910 908 906 904 902 +10 +20 +30 +40 +50 900 ~O 515 00 ~OJ 514 50 rnrn rn 91, 0 0 0 0 91. N O N N N Nc N N M N N -2,00% 911 M 90i � � o 901 i i 9d — — — — i i 901 v � / 89i m N � �0� 00 rnrn 916 914 912 910 908 906 904 902 900 898 896 894 892 890 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 888 916 91F 914 912 910 908 906 904 902 900 898 896 894 892 890 888 886 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 NO DATE APPR REVISION SURVEY DRAWN CITY OF COTTAGE GROVE MN Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 535 DESIGNED %� F CHECKED , Grove erity Meet 2335 Highway 36w KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 OF APPROVED here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 d 514 50 ° 91, 0 0 91. N N N 911 90i � � o 901 9d — — — — 90: i 901 v � / 89i m N � 891 89 — — — 89: 891 88i O O 88 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 rL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 NO DATE APPR REVISION SURVEY DRAWN CITY OF COTTAGE GROVE MN Cottage ® Stantec CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 535 DESIGNED %� F CHECKED , Grove erity Meet 2335 Highway 36w KEATS AVENUE (CSAH 19) SAP 180-121-001, SAP 180-123-001 OF APPROVED here pride and prose St. Paul, MN 55113 PROF. NO. —taut—c— SAP 180-110-013, SAP 180-020-013 547 � 10 SO 14 SO 920 � � M � o a, 920 0 rn 0 0 0 0 rn � o rn 0 rn � � v N 0 � 0 0 rn � °' so^r - g N O� O - -1.50% rn � � N 0 M O M S O� S -i or � O� O 918 M i � 918 922 00 rnrn 922 916 rn 916 00 rnrn 11 SO 00 rnrn 920 920 914 914 918 918 912 912 916 916 910 910 _ 0 a' c:5 o 914 914 908 908 912 912 906 906 910 910 904 904 908 908 902 902 906 906 900 900 904 904 898 898 902 _50 -40 -30 -20 -10 rE +10 +20 +30 +40 +SO 902 896 _50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 896 922 922 920!JI 920 920 920 918 918 918 918 916 916 916 916 914 914 914 914 912 912 912 912 910 910 910 910 908 908 908 908 906 ci 906 906 906 904 904 904 904 902 902 902 902 900 900 900 900 898 898 898 898 896 _50 -40 -30 -20 -10 +10 +20 +30 +40 +50 896 896 _50 -40 -30 -20 -10 +10 +20 +30 +40 +50 896 920 920 918 918 922 922 916 916 920 920 914 914 918 918 912 912 916 916 910 910 914 914 908 908 912 912 906 906 910 910 904 904 908 908 902 902 906 906 900 900 904 904 898 898 902 902 896—_50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 896 900 _50 -40 -30 -20 -10 +10 +20 +30 +40 +50 900 NO DATE APPR REVISION Cottage � Grove ptosP edty Meet here ® Stantee Stas CROSS SECTIONS MILITARY TRAIL CITY OF COTTAGE GROVE MN ' RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 — DRAWN AWN 536 3 DESIGNED CHECKED °` APPROVED pride and SAN 5113 St. Paul, M" ss t3 Paul, —tali—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. � 10 SO 14 SO � � M � o a, 0 rn 0 0 0 0 rn � o rn 0 rn � � v N 0 � 0 0 rn � °' so^r - g N O� O - -1.50% rn � � N 0 M O M S O� S -i or � O� O M i � 00 rn rn 00 rnrn � 10 SO 14 SO � � M � o a, 0 rn 0 0 0 0 rn � 0 rn � � v N 0 � 0 0 N � M M °' so^r - g N O� O - -1.50% rn � � N 0 M O M S O� S -i or � O� O M i � 00 rn rn mm 00 rnrn rn 00 rnrn 00 rnrn � 10 SO 14 SO � � M � o a, rn rn � 0 0 0 0 0 0 rn � � v N 0 � m 0 N � M M °' so^r - g N O� O rn � � N 0 O M - S -i or � rn � M N 00 rn rn mm 00 rnrn 12 SO 14 SO � o a, 0 0 0 rn � � v N 0 � m 0 °' so^r - g N O� O � 0 M � - S -i or � rn � M N mm 00 rnrn rn 00 rnrn 00 rnrn 12 SO 13 00 � o a, 0 0 0 rn � � v N 0 � °' so^r - g N O� O � N � N M M � - O M mm 00 rnrn 12 SO 0 rn 0 � O � O M � - O M rn 00 rnrn 922 17 00 1 S 00 16 SO 16 30 922 920 rn 0 o rn � 920 rn v � o 0 N � � o rn 0 rn N M - M rn rn rn o 0 m � 0 0 0 - -i or 0 0 920 0 920 918 0 rn N � 918 918 918 916 0 rn 916 916 0 rn M 916 914 M mm 00 rnrn 914 914 914 912 912 912 912 910 910 00 rnrn 910 910 908 908 908 908 906 906 906 906 904 904 904 904 902 902 902 902 900 900 900 900 898 898 898 898 896 896 896 896 894 894 894 mm 894 892 892 892 -60 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 892 890 -60 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 890 920 920 918 918 916 916 914 914 920 920 912 912 918 918 910 910 916 916 908 908 914 914 906 906 912 912 904 904 910 910 902 902 908 908 900 900 906 906 898 898 904 904 896 896 902 902 894 894 900 _50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 900 892 -60 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 892 NO DATE APPR REVISION Cottage � Grove ptosP edty Meet here ® Stantee Stas CROSS SECTIONS MILITARY TRAIL CITY OF COTTAGE GROVE MN ' RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 IIEFT - DRAWN AWN 537 3 DESIGNED CHECKED °` APPROVED pride and Paul,SAN 5113 St. Paul, M" ss t3 —tali—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. 17 00 1 S 00 16 SO 16 30 rn 0 o rn � rn v � o 0 N � � o rn 0 rn N M - M rn rn rn o 0 m � 0 0 0 - -i or 0 0 -1.50% 0 0 0 0 rn N � M � 0 rn 0 rn M M mm 00 rnrn 00 rnrn 17 00 1 S 00 16 SO rn 0 o rn � rn v � o 0 N � � o rn 0 rn N M - M �o 0 m � - -i or 0 0 00 rnrn 17 00 16 SO rn rn � � � o rn 0 �o 0 m � - -i or 0 0 0 0 � N N � m M 0 rn 0 rn M O mm 00 rnrn 16 SO 0 0 0 0 0 0 0 rn 0 rn M O 00 rnrn 920 18 00 17 SO � 920 m 0 0 0 0 0 �o m � rn 0 0 0 m - -i or 0 �o m 0 0 m � -i or 918 m � v 918 920 rn o, rn o rn o rn v 920 � M V M O O 916 m 916 918 N 00 rnrn 918 00 rnrn 914 914 916 IR 916 912 912 914 914 910 910 912 912 908 908 910 910 906 906 908 908 904 904 906 906 902 902 904 904 900 900 902 902 898 898 900 900 896 896 898 898 894 894 896 896 892 -60 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 892 894 _50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 894 920 920 920 920 918 918 918 918 916 916 916 916 914 914 914 914 912 912 912 912 910 910 910 910 908 908 908 908 906 906 906 906 904 904 904 904 902 15 902 902 902 900 900 900 900 898 898 898 898 896 896 896 896 894 894 894 894 892 -60 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 892 892 _60 -SO -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 892 NO DATE APPR REVISION Cottage � Grove ptosP edty Meet here ® Stantee Stas Highway CROSS SECTIONS MILITARY TRAIL CITY OF COTTAGE GROVE MN ' RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 AWN DRAWN 538 3 °Es��"E° CHECKED °` APPROVED pride and St. Paul, M" 55113 —tali—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. (V 18 00 17 SO � m 0 0 0 0 0 �o m � rn 0 0 0 m - -i or 0 �o m 0 0 m � -i or m � v � 0 rn o, rn o rn o rn v M OJ � M V M O O m N 00 rnrn (V 19 00 17 SO � m 0 0 0 0 0 �o m � 0 o 0 0 m - -i or d m � m � v � 0 o rn o rn rn r� v o � N M O O (V 19 00 � m 0 0 0 0 o 0 0 m d m � � 0 o rn o rn rn r� v o � � M N O O 00 rnrn 18 SO m 0 d m � o rn rn r� o � O O aA, waw 11 922 920 918 916 914 912 910 908 906 904 902 900 920 918 916 914 912 910 908 906 904 902 900 898 920 918 916 914 912 910 908 906 904 902 900 898 896 -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 20 50 21 SO 922 I 0 rn rn � 918 0 0 0 rn O � N M ---- — — — -- — ----- — — — — — — — — ----- ---- 924 0 o6 rn � d m m r\ - 1 0% 22 00 M r ---- — — — — — — — — — — — — ----- — — — — — — — — -- — 904- 04-902 902- _40 -40 -30 -20 924 2335 Highway 36 W St. Paul, MN 55113 W W W Stant—c- rnrn ri ri rnrn N_ N_ 922 -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 922 920 918 916 914 912 910 908 906 904 902 900 920 918 916 914 912 910 908 906 904 902 900 -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 898 20 00 21 SO 922 I 0 rn rn � 918 0 0 0 rn O M ---- — — — -- — ----- — — — — — — — — ----- ---- 924 � o rn � d m m r\ 1 0% 22 00 M r ---- — — — — — — — — — — — — ----- — — — — — — — — -- — 904- 04-902 902- _40 -40 -30 -20 924 2335 Highway 36 W St. Paul, MN 55113 W W W Stant—c- rnrn 922 920 918 916 914 912 910 908 906 904 902 900 920 918 916 914 912 910 908 906 904 902 900 -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 898 920 918 916 914 912 910 908 906 904 902 900 898 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 896 DATE APPR REVISION SURVEY DRAWN DESIGNED Cottage CHECKED Grove APPROVED "here pride and QrOsperity Meet PROF. NO. 926 19 SO 21 SO 922 I 0 rn rn � 918 ri rn O M ---- — — — -- — ----- — — — — — — — — ----- ---- 924 rn � d m m 00 rnrn 920 918 916 914 912 910 908 906 904 902 900 898 -40 -30 -20 -10 +10 +20 +30 +40 +SO +60 +70 +80 896 DATE APPR REVISION SURVEY DRAWN DESIGNED Cottage CHECKED Grove APPROVED "here pride and QrOsperity Meet PROF. NO. 926 21 SO 922 920 918 916 v v � rn rn ri 926 924 rn � d m 912 NF 1 0% 22 00 908- 908906— 906- 904- 04-902 902- _40 -40 -30 -20 924 2335 Highway 36 W St. Paul, MN 55113 W W W Stant—c- ri ri rnrn 922 922 920 O In lfj 920 918 918 OP 916 916 914---914 912 912 —912 910— 910 910 908 908 906 906 904 904 -40 -30 -20 -10 rE +10 +20 +30 +40 +SO +60 +70 +80 924 922 920 918 916 914 912 910 908 906 904 924 922 920 918 916 914 912 910 908 906 -40 -30 -20 -10 (1 +10 +20 +30 +40 +SO +60 +70 +80 904 924 21 SO 922 920 918 916 v v � rn rn ri rn � d m 912 910-- 10 1 0% 908- 908906— 906- 904- 04-902 902- _40 -40 -30 -20 ® Stantec 2335 Highway 36 W St. Paul, MN 55113 W W W Stant—c- ri ri rnrn 924 922 920 918 916 914 912 910 908 906 -40 -30 -20 -10 (1 +10 +20 +30 +40 +SO +60 +70 +80 904 924 922 920 918 916 914 912 910-- 10 908- 908906— 906- 904- 04-902 902- _40 -40 -30 -20 ® Stantec 2335 Highway 36 W St. Paul, MN 55113 W W W Stant—c- 10 rE 924 922 920 918 916 914 912 910 908 906 904 +10 +20 +30 +40 +SO +60 +70 +80 902 CITY OF COTTAGE GROVE, MN CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 539 MILITARY TRAIL SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 930 �M �� 23 SO 25 00 � 930 � N M � � M T O� p� _ o rn 0 � 0 0 0 � m v � rn a' rn o O N O � 0 o rn 0 N r� O O m � v 928 -1.50% — -1.50% - 928 932 932 N 926 rnrn 926 0 930 rnrn 930 924 C6 o6 924 928 mm rnrn 928 922 922 926 926 920 920 924 924 918 918 922 922 916--916 920 920 914 914 918 918 912 912 916- 16 916 910- 910 910 914 914 908 908 912 912 906 906 910 910 904 904 908 908 902-50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 902 906 _50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 906 932 932 928 928 930 930 926 926 928 928 924 924 926 926 922 922 924 924 920 920 922 922 918 918 920 920 916 916 918 918 914 914 916 916 912 912 914 914 910 910 912 912 908 908 910 910 906 906 908 908 904 904 906 906 902 _50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 902 904 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 904 930 930 928 928 928 928 926 926 926 926 924 924 924 924 922 922 922 922 920ci 920 920 920 918 918 918 918 916 916 916 916 914 914 914 914 912 912 912 912 910 910 910 910 908 908 908 908 906 906 906 906 904 904 904 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 +80 904 902 -50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 902 NO DATE APPR REVISION Cottage � Grove ptosP edty Meet here ® Stantee Stas H�gnw0yatw CROSS SECTIONS MILITARY TRAIL CITY OF COTTAGE GROVE MN ' RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 IIEFT — DRAWN AWN 4 540 DESIGNED CHECKED °` APPROVED pride and St. Paul, M" 55113 —tali—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. �M �� 23 SO 25 00 � � N M � � M T O� p� _ o rn 0 � 0 0 0 � m v � rn a' rn o O N O � 0 o rn 0 N r� O O m � v � v � -1.50% — -1.50% - N rnrn rnrn 0 rnrn m �M �� 23 00 25 00 � � N M � � M T O� p� _ o rn 0 � 0 0 0 � m v � rn a' rn o O N O � 0 N r� O O m � v � v � -1.50% — -1.50% - N rnrn � M �� 22 SO 25 00 � � � M T O� p� _ o 0 0 � m v � rn a' rn o O N O � 0 N r� O O m � v � v � -1.50% — -1.50% - N rnrn rnrn m � M �� 24 SO 25 00 � � M T O� p� _ o 0 0 � m v � rn rn � rn e o 0 a' rn o O N O � 0 N M � v � ____ — -1.50% - N rnrn m 00 N N � M � M 24 SO � � M T O� p� o 0 0 � m v � rn rn � rn e o 0 0 N M N rnrn � M 24 00 � � M T O� p� rn rn � rn e o 0 M mm rnrn Aa , 932 930 928 926 924 922 920 918 916 914 -50 -40 -30 -20 -10 934 932 930 928 926 924 922 920 918 916 914 912 910 908 J. o 934 934 932 932 930 930 928 928 926 926 924 924 922 922 920 920 918 918 916 916 914 Q1A nil rE +10 +20 +30 +40 +50 +60 +70 — — -50 -40 -30 -20 -10 934 M MF (V 26 50 936 934 N N N N 932 930 v M 0 0 6 om N M M 0� 928 o, O M ip � N N 926 --- 0 0' c6O o 0 924 � � M .v --- v � 922 920 m N N 918 N N N N 916 914 N +10 +20 +30 +40 +50 +60 +70 912 N N N N -50 -40 -30 -20 -10 934 932 930 928 926 924 922 920 918 916 914 912 910 908 J. o 934 934 932 932 930 930 928 928 926 926 924 924 922 922 920 920 918 918 916 916 914 Q1A nil rE +10 +20 +30 +40 +50 +60 +70 — — -50 -40 -30 -20 -10 934 -50 -40 -30 -20 -10 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 932 930 936 928 934 926 932 924 930 922 928 920 926 918 924 916 922 914 920 912 918 910 916 908 914 M 26 00 (V 25 50 936 934 N N N N 932 930 v M 0 0 6 om 928 o, O M ip � N N 926 --- 0 0' c6O o 0 924 --- v � 922 920 m N N 918 -50 -40 -30 -20 -10 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 932 930 936 928 934 926 932 924 930 922 928 920 926 918 924 916 922 914 920 912 918 910 916 908 914 rE +10 +20 +30 +40 +50 +60 +70 -50 -40 -30 -20 -10 934 �CD (V 25 50 936 934 11-111-11M A E-1- 932 930 v M 0 ri N 928 o, O M ip � N N 926 --- 0 0' c6O o 0 924 --- v � 922 920 m 918 N N N N 916 914 +10 +20 +30 +40 +50 +60 +70 912 rE +10 +20 +30 +40 +50 +60 +70 -50 -40 -30 -20 -10 934 �CD 27 50 25 50 27 11-111-11M A E-1- � � M M M M O O O N � N N m 0 0' c6O o 0 v � m N N N N rE +10 +20 +30 +40 +50 +60 +70 -50 -40 -30 -20 -10 934 932 930 928 926 934 924 932 922 930 920 928 918 926 916 924 914 922 912 920 910 918 908 916 906 914 rE +10 +20 +30 +40 +50 +60 +70 �CD 25 50 27 11-111-11M A E-1- � M Nj N � N N 0 0' c6O o 0 v � rn _ N N N N 932 930 928 926 934 924 932 922 930 920 928 918 926 916 924 914 922 912 920 910 918 908 916 906 914 rE +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 918 916 914 932 930 928 926 924 922 920 918 916 914 -50 40 30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 50 40 30 -20 -10 +10 +20 +30 +40 +50 +60 +70 NO DATE APPR REVISION SURVEY IIEEr CITY OF COTTAGE GROVE MN DRAWN Cottage ® Stantec ' 541 DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED MILITARY TRAIL edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, MN 55113 PROF. NO. —tali—c m SAP 180-110-013, SAP 180-020-013 547 �CD 27 11-111-11M A E-1- � M Nj N M O O O v � rn _ N N 934 932 930 928 926 924 922 920 918 916 914 932 930 928 926 924 922 920 918 916 914 -50 40 30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 50 40 30 -20 -10 +10 +20 +30 +40 +50 +60 +70 NO DATE APPR REVISION SURVEY IIEEr CITY OF COTTAGE GROVE MN DRAWN Cottage ® Stantec ' 541 DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED MILITARY TRAIL edty Meet Stas Highway SAP 180-121-001, SAP 180-123-001 °` APPROVED here pride and ptosP St. Paul, MN 55113 PROF. NO. —tali—c m SAP 180-110-013, SAP 180-020-013 547 934 932 M 930 29 50 928 934 934 926 924 922 934 920 918 ri ri ch N N 29 00 916 -40 -30 -20 -10 932 932 930 930 928 928 926 926 924 924 922 922 920 920 918 918 rE +10 +20 +30 +40 +50 +60 +70 +80 916 916 M 29 50 934 934 934 932 ri ri ch N N 29 00 rn 0 0 0 932 C, " 30 SO 932 0 930 M N N N 930 930 932 932 930 930 928 928 926 926 924 924 922 922 920 920 918 918 rE +10 +20 +30 +40 +50 +60 +70 +80 916 916 -40 -30 -20 -10 932 930 928 926 924 922 920 918 rE +10 +20 +30 +40 +50 +60 +70 +80 916 934 M F 31 00 934 934 934 932 ri ri ri N N 29 00 rn 0 0 0 932 C, " 30 SO 932 0 930 M M N N 930 930 -40 -30 -20 -10 932 930 928 926 924 922 920 918 rE +10 +20 +30 +40 +50 +60 +70 +80 916 934 M 934 934 934 932 29 00 932 932 C, " 30 SO 932 930 930 930 930 928 N 928 928 N N 928 0 0 0 926 926 0 0 0 926 926 924 924 924 924 922 922 922 922 920 920 920 920 918 918 J. 918 918 M N M N N N +40 +50 +60 +70 916 916 -40 -30 N N 916 +30 +40 +50 +60 +70 +80 916 _50 -40 -30 -20 -10 rE +10 +20 +30 -20 -10 rE +10 +20 936 936 0 934 28 0 934 932 932 930 930 928 N N 928 934 934 926 926 932 932 924 — — - — 924 930 930 _ _ — — — _ — — — 922 922 928 N N 928 920 926 o 0 0 926 920 918 ` �� 918 924 924 916 916 922 922 914 914 920 920 912 912 918 °J 918 N N M N 910 -50 -40 -30 -20 -10 N N +40 +50 +60 +70 910 916 -40 -30 N N +30 +40 +50 +60 +70 +80 916 rE +10 +20 +30 -20 -10 rE +10 +20 NO DATE APPR REVISION SURVEY DRAWN AWN Cottage ® Stantee CITY OF COTTAGE GROVE MN ' — 542 4 DESIGNED � Grove CROSS SECTIONS RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS CHECKED ptosP edty Meet Stas Highway MILITARY TRAIL SAP 180-121-001, SAP 180-123-001 °` APPROVED PROF. NO. here pride and St. Paul, M" 55113 —tali—c— SAP 180-110-013, SAP 180-020-013 547 oho= waw 934 932 M 934 932 930 934 934 930 928 ri ri ri N N �M M N `" 32 00 32 50 928 rn 0 0 0 rn 0 0 0 932 932 926 924 926 924 922 922 920 0 920 918 ri ri N N 930 918 930 ri ri rnrn 916 _60 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 916 11 932 930 928 926 924 922 920 918 nia M 934 934 ri ri ri N N �M 32 00 32 50 rn 0 0 0 932 932 0 ri ri N N 930 930 N N M N N M 928 928 a, a, 0 0 0 0 0 0 926 926 924 924 922 922 920 920 918 ri ri 918 ri ri N N 916 -50 -40 -30 N N -10 rE +10 +20 +30 +40 +50 +60 +70 916 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 11 932 930 928 926 924 922 920 918 nia M 934 ri ri ri N N 32 00 rn 0 0 0 932 0 ri ri N N 930 N N M 928 a, 0 0 0 926 924 922 920 918 ri ri N N 916 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 11 932 930 928 926 924 922 920 918 nia 934 932 93 928 926 924 922 920 918 91 u �MF 35 00 N 1.50% v r 934 932 930 928 926 924 922 920 918 916 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 936 936 934 932 930 928 926 924 922 920 916 918 -60 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 934 93 930 92$ 92 924 92 92 918 91 93 934 93 930 928 926 924 92 92 91 91 CD 34 50 0 2 N rn rn � o 0 0 o6 6 -15% 1 or 2 0 ri ri N N 6 M - 34 00 0 0 0 2 a, ri � � N 16 m 1.50% 2 0 M ri ri N N 932 932 930 930 928 928 926 926 924 924 922 922 920 920 918 918 -60 -50 -40 -30 -20 936 934 932 930 928 926 924 922 920 918 916 10 rE +10 +20 +30 +40 +50 +60 V -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 +80 V V -60 -50 -40 -30 -20 REVISION SURVEY DRAWN Co}}l}}a li nn l DESIGNED g Stantec CROSS SECTIONS CHECKED Grove MILITARY TRAIL k, ,,,pedtY Meet Stas Highway 36 w APPROVED �e�e pride andP St. Paul, MN 55113 PRO. NO. VW WVstant—c- 10 934 932 930 928 926 924 922 920 918 916 rE +10 +20 +30 +40 +50 +60 CITY OF COTTAGE GROVE, MN s"EEF RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 543 SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 31 SO ri ri ri N N rn 0 0 0 0 ri ri N N 934 932 93 928 926 924 922 920 918 91 u �MF 35 00 N 1.50% v r 934 932 930 928 926 924 922 920 918 916 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 936 936 934 932 930 928 926 924 922 920 916 918 -60 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 934 93 930 92$ 92 924 92 92 918 91 93 934 93 930 928 926 924 92 92 91 91 CD 34 50 0 2 N rn rn � o 0 0 o6 6 -15% 1 or 2 0 ri ri N N 6 M - 34 00 0 0 0 2 a, ri � � N 16 m 1.50% 2 0 M ri ri N N 932 932 930 930 928 928 926 926 924 924 922 922 920 920 918 918 -60 -50 -40 -30 -20 936 934 932 930 928 926 924 922 920 918 916 10 rE +10 +20 +30 +40 +50 +60 V -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 +80 V V -60 -50 -40 -30 -20 REVISION SURVEY DRAWN Co}}l}}a li nn l DESIGNED g Stantec CROSS SECTIONS CHECKED Grove MILITARY TRAIL k, ,,,pedtY Meet Stas Highway 36 w APPROVED �e�e pride andP St. Paul, MN 55113 PRO. NO. VW WVstant—c- 10 934 932 930 928 926 924 922 920 918 916 rE +10 +20 +30 +40 +50 +60 CITY OF COTTAGE GROVE, MN s"EEF RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 543 SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 934 932 930 928 926 924 922 920 918 916 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 936 936 934 932 930 928 926 924 922 920 916 918 -60 -50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 934 93 930 92$ 92 924 92 92 918 91 93 934 93 930 928 926 924 92 92 91 91 CD 34 50 0 2 N rn rn � o 0 0 o6 6 -15% 1 or 2 0 ri ri N N 6 M - 34 00 0 0 0 2 a, ri � � N 16 m 1.50% 2 0 M ri ri N N 932 932 930 930 928 928 926 926 924 924 922 922 920 920 918 918 -60 -50 -40 -30 -20 936 934 932 930 928 926 924 922 920 918 916 10 rE +10 +20 +30 +40 +50 +60 V -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 +80 V V -60 -50 -40 -30 -20 REVISION SURVEY DRAWN Co}}l}}a li nn l DESIGNED g Stantec CROSS SECTIONS CHECKED Grove MILITARY TRAIL k, ,,,pedtY Meet Stas Highway 36 w APPROVED �e�e pride andP St. Paul, MN 55113 PRO. NO. VW WVstant—c- 10 934 932 930 928 926 924 922 920 918 916 rE +10 +20 +30 +40 +50 +60 CITY OF COTTAGE GROVE, MN s"EEF RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 543 SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 6 M - 34 00 0 0 0 2 a, ri � � N 16 m 1.50% 2 0 M ri ri N N 932 932 930 930 928 928 926 926 924 924 922 922 920 920 918 918 -60 -50 -40 -30 -20 936 934 932 930 928 926 924 922 920 918 916 10 rE +10 +20 +30 +40 +50 +60 V -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 +80 V V -60 -50 -40 -30 -20 REVISION SURVEY DRAWN Co}}l}}a li nn l DESIGNED g Stantec CROSS SECTIONS CHECKED Grove MILITARY TRAIL k, ,,,pedtY Meet Stas Highway 36 w APPROVED �e�e pride andP St. Paul, MN 55113 PRO. NO. VW WVstant—c- 10 934 932 930 928 926 924 922 920 918 916 rE +10 +20 +30 +40 +50 +60 CITY OF COTTAGE GROVE, MN s"EEF RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 543 SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 932 932 930 930 928 928 926 926 924 924 922 922 920 920 918 918 -60 -50 -40 -30 -20 936 934 932 930 928 926 924 922 920 918 916 10 rE +10 +20 +30 +40 +50 +60 V -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 +80 V V -60 -50 -40 -30 -20 REVISION SURVEY DRAWN Co}}l}}a li nn l DESIGNED g Stantec CROSS SECTIONS CHECKED Grove MILITARY TRAIL k, ,,,pedtY Meet Stas Highway 36 w APPROVED �e�e pride andP St. Paul, MN 55113 PRO. NO. VW WVstant—c- 10 934 932 930 928 926 924 922 920 918 916 rE +10 +20 +30 +40 +50 +60 CITY OF COTTAGE GROVE, MN s"EEF RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 543 SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 10 934 932 930 928 926 924 922 920 918 916 rE +10 +20 +30 +40 +50 +60 CITY OF COTTAGE GROVE, MN s"EEF RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS 543 SAP 180-121-001, SAP 180-123-001 OF SAP 180-110-013, SAP 180-020-013 547 aAa w aw o 8 6 2 0 6 2 � � 39 00 37 00 35 SO � � 940 940 N N N N rn rn � m � � N � � N O O p O O O o m � 0 o p �o m � � N rn 936 -1 0% 0 o p o m � �o m � 936 93 -1 0% 938 °J rnrn N 934 vv N N rnrn vv N N 934 93 936 N N 932 932 934 06 m 934 930 930 93 932 928 928 3 930- 930 926 92 926 92 928 924 924 92 926 922 922 924 924 920 920 92 922 918 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 +80 918 920 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 920 936 936 938 938 934 934 93 936 932 932 934 934 930 930 93 932 928 928 93 930 926 926 92 928 924 924 92 926 922 922 924 924 920 920 92 922 918 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 +80 918 920 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 +80 +90 920 936 936 938 938 934 934 93 936 932 932 934 934 930 930 93 IA 932 928 928 93 930 926 926 92 928 924 924 92 926 922 922 924 924 920 920 92 922 918 _50 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 918 920 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 +90 920 938 938 936 936 936 936 934 934 934 934 932 932 932 932 930 930 930 930 928 928 928 928 926 926 926 926 924 924 924 924 922 922 922 922 920 920 920 920 918 50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 +70 918 918 -40 -30 -20 -10 +10 +20 +30 +40 +50 +60 +70 +80 918 NO DATE APPR REVISION Cottage � Grove here pride and ptosP edty Meet ® Stantee Stas Highway St. Paul, M" 55113 —tali—c— CROSS SECTIONS MILITARY TRAIL CITY OF COTTAGE GROVE MN ' RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 — DRAWN AWN 4 544 DESIGNED CHECKED °` APPROVED 547 PROF. NO. 8 6 2 0 6 2 � � 39 00 37 00 35 SO � � N N N N rn rn � m � � N � � N O O p O O O o m � 0 o p �o m � � N rn -1 0% 0 o p o m � �o m � - -1 0% - -1.50% - °J rnrn N vv N N rnrn vv N N 8 6 2 0 6 2 � � 39 00 36 SO 35 SO � � N � � M rn rn � m � � N � � N O O p O O O o m � rn � 0 0 0 � � N rn -1 0% 0 o p o m � �o m � - -1 0% - -1.50% - °J rnrn vv N N 0 vv N N 8 6 2 0 6 2 � 39 00 36 00 35 SO � � N rn rn � m � � N � � N O O p O O O o m � rn � � N � � N rn -1 0% 0 o p o m � �o m � - -1 0% - -1.50% - °J rnrn vv N N 8 6 2 0 6 2 �M 39 00 37 SO 35 SO �� � rn rn � m � � N O O O o m � rn � � N � � N rn -1 0% 0 o p o m � �o m � -1 0% - -1.50% - °J rnrn 0 N N 8 6 2 0 6 2 39 00 37 SO � m � � N O O O o m � rn � � N -1 0% 0 o p o m � -1 0% °J rnrn 6 N N 2 a, 0 0 0 0 8 - 6 2 °J N N � 38 00 6 OJ OJ 2 0 �o m � 8 - -1.50% - 6 2 `� N N 37 SO � rn � � N 0 o p o m � -1 0% 0 � 38 00 6 OJ OJ 2 0 �o m � 8 - -1.50% - 6 2 `� N N 37 SO � rn � � N 0 o p o m � -1 0% 37 SO � rn � � N 0 o p o m � -1 0% 0 N N 942 in � N � � 39 SO 41 00 � M � � m m � M M M 942 942 in v v rn rn M rn 942 rn � � N N N o m � 0 0 0 -.1 0 0 �o m � � � N rn 0 0 0 -i or -i or N 940 m 00 M M 940 940 m m 940 938 N N mm rnrn 00 rnrn 938 938 938 936 936 936 936 934 934 934 934 932 932 932 932 930 930 930 930 928 928 928 928 926 926 926 926 924 50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 924 924 -30 -20 -10 rE +10 +20 +30 924 942 942 942 942 940 940 940 940 938 938 938 938 936 936 936 936 934 934 934 934 932 932 932 932 930 930 930 930 928 928 928 928 926 926 926 926 924 -30 -20 -10 +10 +20 +30 +40 +SO 924 924 -30 -20 -10 +10 +20 +30 924 942 942 7-1 940 940 942 942 938 938 940 940 936 936 938 938 934 934 936 936 932 932 934 934 930 930 932 932 928 928 930 930 926 926 928 928 924 924 926 926 922 -30 -20 -10 +10 +20 +30 +40 +50 922 924 _50 -40 -30 -20 -10 rE +10 +20 +30 +40 +50 924 940 940 942 942 938 938 940 940 936 936 938 938 934 934 936 936 932 932 934 934 930 930 932 932 928 928 930 930 926 926 928 928 924 924 926 926 922 -30 -20 -10 rE +10 +20 +30 +40 +50 +60 922 924 _50 -40 -30 -20 -10 +10 +20 +30 +40 +50 924 NO DATE APPR REVISION Cottage � Grove ptosP edty Meet here ® Stantee Stas CROSS SECTIONS MILITARY TRAIL CITY OF COTTAGE GROVE MN ' RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 AWN DRAWN 545 °Es��"E° CHECKED OF APPROVED pride and SAN 5113 St. Paul, M" ss t3 Paul, —tali—c— SAP 180-110-013, SAP 180-020-013 547 PROF. NO. in � N � � 39 SO 41 00 � M � � m m � M M M OJ OJ in v v rn rn M rn rn � � N N N o m � 0 0 0 -.1 0 0 �o m � � � N rn 0 0 0 -i or -i or N m 00 M M m m M N N mm rnrn 00 rnrn 00 in � N � 40 SO 39 SO - � �M � � m m � M M M OJ OJ 0 0 0 �o m rn rn M rn rn � � N N N o m � 0 0 0 -.1 0 0 �o m � � � N rn 0 0 0 -i or -i or N m 00 M M � � 40 00 39 SO 42 00 �M � � m m � M M M 0 0 0 �o m rn � � N N N 0 0 0 -.1 0 0 �o m � � � N rn 0 0 0 -i or N -1.50% m m M N N mm rnrn � 43 00 39 SO 42 00 �M � � m m � M M M 0 0 0 �o m N N 0 0 0 � � N rn 0 0 0 N -1.50% m M mm rnrn � 43 00 � � 42 00 �M m m � M M M 0 0 0 �o m 0 0 0 N M M � 42 00 �M M M M 0 0 0 �o m 0 0 0 N M M � 42 00 �M M M 0 0 0 M 00 rnrn M M �M 41 SO �M M M c:5 0 0 00 rnrn 944 46 SO O 944 � � M 942 O pi W 45 00 � � 942 O pi N OJ O 940 rnrn � M M 942 940 O O O N OJ O 942 942 942 942 a 942 938 -1 0% - N N ry 0 46 00 936 °J M M 936 940 N 0 00 940 940 940 94 r\ 940 934 938 M M rnrn 938 938 938 93 938 932 930 930 936 928 936 936 a a 936 93 926 936 iO 934 934 934 o 0 934 934 934 932 932 932 932 93 932 930 930 930 930 93 930 928 928 928 928 92 928 926 926 926 O O O 926 92 926 924 -30 -20 -10 rE +10 +20 +30 +40 924 924 -30 -20 -10 rE +10 +20 +30 924 924 -30 -20 -10 rE +10 +20 +30 924 944 944 944 944 942 942 47 00 942 942 942 942 940 940 940 940 940 940 938 938 938 938 938 938 936 ^ O o 936 936 936 936 936 934 N OJ O 934 934 934 934 934 932 932 932 932 932 932 930 930 930 930 930 930 928 928 928 928 928 928 926 926 926 926 926 926 924 O O 924 924 -30 -20 -10 rE +10 +20 +30 +40 924 924 30 -20 -10 rE +10 +20 +30 924 922 30 -20 -10 +10 +20 +30 922 944 944 944 944 942 942 942 942 940 940 940 940 938 938 938 938 936 936 936 936 934 934 934 934 932932 932 932 930 930 930 930 928 928 928 928 926 926 926 926 924 30 -20 -10 rE +10 +20 +30 +40 924 924 -30 -20 -10 +10 +20 +30 924 924 30 -20 -10 +10 +20 +30 924 NO DATE APPR REVISION Cottage � Grove erity neer �h@re pride and �,,,p ® Stantee zags Highway 36w St. Paul, MN 55113 —t—t—c— CROSS SECTIONS MILITARY TRAIL CITY OF COTTAGE GROVE MN ' RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 DRAWN AWN 546 °Es��"E° CHECKED o` APPROVED 547 PROF. NO. -2 46 SO O 44 SO � � M 942 O pi W 45 00 � � 942 O pi N OJ O 940 rnrn � M M N N ry 940 O O O N OJ O 0 00 N OJ O 938 a 938 -1 0% - N N ry O O 936 °J M M 936 N 0 00 M M rnrn r\ 934 M M rnrn 934 -2 46 SO O 44 00 � � � � 942 O pi W 45 00 � � 942 O pi N OJ O 940 rnrn � M M rn � M M 940 O O O N OJ O O O O N OJ O 938 a 938 N N ry O O 936 °J M M 936 N 0 00 M M rnrn m 934 M M rnrn 934 -2 46 SO O 43 SO � � � M 942 O pi W 45 00 � � 942 O pi N OJ O 940 rnrn � M M rnrn � M M 940 O O O N OJ O 0 00 N OJ O 938 a 938 N N ry O O 936 °J M M 936 N 0 00 M M rnrn rn 934 M M 934 -2 46 SO O 45 SO � � 942 O pi W 45 00 � � 942 O pi N OJ O 940 rnrn � M M 940 O O O N OJ O 938 a 938 N N ry O O 936 °J M M 936 N 0 00 M M rnrn � � 0 -2 46 SO O 47 SO � 942 O pi W 45 00 � � 942 O pi N OJ O 940 rn 0 O 940 N OJ O 938 938 N N ry O O 936 °J M M 936 O O rnrn 0 00 � � 0 934 934 - � -1 01/- 932 932 930 930 928 928 926 iO 926 M M 0 8 6 2 0 8 6 46 SO O 47 SO � O pi W � �rn O pi N OJ O rn 0 O N OJ O R, O O °J O O rnrn 46 SO O O pi W � �rn N OJ O R, O O 944 46 SO O 944 � � M 942 O pi W 45 00 � � 942 O pi N OJ O 940 rnrn � M M 942 940 O O O N OJ O 942 942 942 942 a 942 938 -1 0% - N N ry 0 46 00 936 °J M M 936 940 N 0 00 940 940 940 94 r\ 940 934 938 M M rnrn 938 938 938 93 938 932 930 930 936 928 936 936 a a 936 93 926 936 iO 934 934 934 o 0 934 934 934 932 932 932 932 93 932 930 930 930 930 93 930 928 928 928 928 92 928 926 926 926 O O O 926 92 926 924 -30 -20 -10 rE +10 +20 +30 +40 924 924 -30 -20 -10 rE +10 +20 +30 924 924 -30 -20 -10 rE +10 +20 +30 924 944 944 944 944 942 942 47 00 942 942 942 942 940 940 940 940 940 940 938 938 938 938 938 938 936 ^ O o 936 936 936 936 936 934 N OJ O 934 934 934 934 934 932 932 932 932 932 932 930 930 930 930 930 930 928 928 928 928 928 928 926 926 926 926 926 926 924 O O 924 924 -30 -20 -10 rE +10 +20 +30 +40 924 924 30 -20 -10 rE +10 +20 +30 924 922 30 -20 -10 +10 +20 +30 922 944 944 944 944 942 942 942 942 940 940 940 940 938 938 938 938 936 936 936 936 934 934 934 934 932932 932 932 930 930 930 930 928 928 928 928 926 926 926 926 924 30 -20 -10 rE +10 +20 +30 +40 924 924 -30 -20 -10 +10 +20 +30 924 924 30 -20 -10 +10 +20 +30 924 NO DATE APPR REVISION Cottage � Grove erity neer �h@re pride and �,,,p ® Stantee zags Highway 36w St. Paul, MN 55113 —t—t—c— CROSS SECTIONS MILITARY TRAIL CITY OF COTTAGE GROVE MN ' RAVINE PARKWAY STREET AND UTILITY IMPROVEMENTS SAP 180-121-001, SAP 180-123-001 SAP 180-110-013, SAP 180-020-013 DRAWN AWN 547 °Es��"E° CHECKED o` APPROVED 547 PROF. NO. -2 46 SO O 44 SO � � M 942 O pi W 45 00 � � 942 O pi N OJ O 940 rnrn � M M N N ry 940 O O O N OJ O 0 00 N OJ O 938 a 938 -1 0% - N N ry O O 936 °J M M 936 N 0 00 M M rnrn r\ 934 M M rnrn 934 -2 46 SO O 44 00 � � � � 942 O pi W 45 00 � � 942 O pi N OJ O 940 rnrn � M M rn � M M 940 O O O N OJ O O O O N OJ O 938 a 938 N N ry O O 936 °J M M 936 N 0 00 M M rnrn m 934 M M rnrn 934 -2 46 SO O 43 SO � � � M 942 O pi W 45 00 � � 942 O pi N OJ O 940 rnrn � M M rnrn � M M 940 O O O N OJ O 0 00 N OJ O 938 a 938 N N ry O O 936 °J M M 936 N 0 00 M M rnrn rn 934 M M 934 -2 46 SO O 45 SO � � 942 O pi W 45 00 � � 942 O pi N OJ O 940 rnrn � M M 940 O O O N OJ O 938 a 938 N N ry O O 936 °J M M 936 N 0 00 M M rnrn � � 0 -2 46 SO O 47 SO � 942 O pi W 45 00 � � 942 O pi N OJ O 940 rn 0 O 940 N OJ O 938 938 N N ry O O 936 °J M M 936 O O rnrn 0 00 � � 0 934 934 - � -1 01/- 932 932 930 930 928 928 926 iO 926 M M 0 8 6 2 0 8 6 46 SO O 47 SO � O pi W � �rn O pi N OJ O rn 0 O N OJ O R, O O °J O O rnrn 46 SO O O pi W � �rn N OJ O R, O O STATE OF MINNESOTA JOINT POWERS AGREEMENT This agreement is between the State of Minnesota, acting through its commissioner of natural resources (“State”) and the City of Cottage Grove (“City”). Recitals Under Minnesota Statute § 471.59, subdivision 10, the City is empowered to enter into agreements with other governmental entities to perform services on its behalf. The City is requesting an amendment to a Conservation Easement held by the State on South Washington Watershed District (“SWWD”) property, which would allow the City to construct a turn lane from County Road 19 on the protected property, and to remove approximately .33 acres of the conservation easement property to allow the City to construct Ravine Parkway. Agreement 1 Term of Agreement 1.1 Effective date: , 2018, or the date the State obtains all required signatures under Minnesota Statutes Section 16C.05, subdivision 2, whichever is later. 1.2 Expiration date: , 2019, or until all obligations have been satisfactorily fulfilled, whichever occurs first. 2 Agreement between the Parties The SWWD conveyed to the State a conservation easement (“Conservation Easement”) dated July 13, 2004, recorded in the Washington County Recorder’s Office on July 13, 2004 as Document Number 3453207 covering approximately 50 acres in Washington County, Minnesota (hereinafter referred to as “protected property”). The general objective of the parties (“the project”) is to utilize the services and expertise of the State’s staff to enable the City to construct a turn lane from County Road 19 on the protected property, and to remove approximately .33 acres of the protected property from the Conservation Easement to allow the City to construct Ravine Parkway. The City also seeks to acquire temporary easements on the premises. In order to conduct the project, the Conservation Easement will need to be amended to allow the project activities on the protected property. The City agrees to reimburse the State for the following: a. legal costs in drafting this joint powers agreement and any amendment(s) to the Conservation Easement, which includes staff attorney time, survey staff time and recording fees; b. staff time and other costs to conduct a state appraisal review, including the cost of a contract with an independent appraiser to conduct the review, if needed; c. staff time to review plans and specifications of anticipated land for removal from the easement and the temporary easement work; d. Staff and attorney time to prepare materials for and presentation to Legislative-Citizen Commission on Minnesota Resources; e. Staff time, if any, to submit materials to and seek approval from Minnesota Management and Budget; f. other costs incurred by the State in association with the project. 3 Payment 3.1 Hourly Rate Services. The parties agree that the services of the State shall be delivered at the professional services rate for real estate services in effect for the given fiscal year, billable in one-quarter hour increments for time less than an hour that is spent on the project work. The professional services rate for fiscal year 2018 is $109.00 per hour. 3.2 Reimbursable Expenses. The State shall be reimbursed by the City for expenses actually and necessarily incurred by State staff in the course of performing the work described in paragraph 2, above, in regard to the project. In particular, Joint Powers Agreement (Rev. 01/15) 1 staff traveling to and from their principal work site to the project area for site visits. Reimbursements for travel and subsistence expenses shall be made at the rates and in the amounts provided in the current “Commissioner’s Plan” promulgated by the Minnesota Commissioner of Management and Budget. 3.3 Invoicing of Costs and Services. The Hourly Rate Services and Reimbursable Expenses shall be invoiced by the State to the City in such form and detail as the City’s Authorized Representative shall reasonably require to enable compliance with the City’s accounting and auditing standards. The State shall invoice the City at intervals mutually agreeable to the parties. 3.4 Payment for Invoiced Costs and Services. The City shall promptly, and in any event within thirty-five (35) days following receipt and acceptance of any invoice for costs and services, cause payment of the approved invoice amount. 3.5 The total obligations of the City under this agreement will not exceed $15,000.00. 4 Authorized Representatives The State’s Authorized Representative is Dan Lais, Central Region Manager, Ecological and Water Resources Division, 1200 Warner Road, St. Paul, MN 55106, Email: dain.lais@state.mn.us, phone (651) 259-5766, or his successor. The City’s Authorized Representative is Jennifer Levitt, City Engineer, 12800 Ravine Parkway South, Cottage Grove, Minnesota 55016, email jlevitt@cottage-grove.org, or her successor. 5 Assignment, Amendments, Waiver, and Contract Complete 5.1 Assignment. The City may neither assign nor transfer any rights or obligations under this agreement without the prior consent of the State and a fully executed Assignment Agreement, executed and approved by the same parties who executed and approved this agreement, or their successors in office. 5.2 Amendments. Any amendment to this agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original agreement, or their successors in office. 5.3 Waiver. If the State fails to enforce any provision of this agreement, that failure does not waive the provision or its right to enforce it. 5.4 Contract Complete. This agreement contains all negotiations and agreements between the State and the City. No other understanding regarding this agreement, whether written or oral, may be used to bind either party. 6 Indemnification In the performance of this contract by the City, or its agents or employees, the City must indemnify, save, and hold harmless the State, its agents, and employees, from any claims or causes of action, including attorney’s fees incurred by the state, to the extent caused by the City’s: 1) Intentional, willful, or negligent acts or omissions; or 2) Actions that give rise to strict liability; or 3) Breach of contract or warranty. The indemnification obligations of this section do not apply in the event the claim or cause of action is the result of the State’s sole negligence. This clause will not be construed to bar any legal remedies the City may have for the State’s failure to fulfill its obligation under this contract. The City’s defenses and immunities are governed by Minnesota Statute §466.01 et seq. 7 State Audits Under Minnesota Statutes § 16C.05, subdivision 5, the City’s books, records, documents, and accounting procedures and practices relevant to this agreement are subject to examination by the State and/or the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this agreement. 8 Government Data Practices The City and State must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Ch. 13, as it applies to all data provided by the State under this agreement, and as it applies to all data created, collected, received, Joint Powers Agreement (Rev. 01/15) 2 stored, used, maintained, or disseminated by the City under this agreement. The civil remedies of Minnesota Statute § 13.08 apply to the release of the data referred to in this clause by either the City or the State. If the City receives a request to release the data referred to in this Clause, the City must immediately notify the State. The State will give the City instructions concerning the release of the data to the requesting party before the data is released. 9 Venue Venue for all legal proceedings out of this agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 10 Termination The State or the City may terminate this agreement at any time, with or without cause, upon 30 days’ written notice to the other party. SIGNATURE PAGES TO FOLLOW Joint Powers Agreement (Rev. 01/15) 3 DNR: STATE OF MINNESOTA By: (with delegated authority) Title: Date: Commission of Administration By: Date: Joint Powers Agreement (Rev. 01/15) 4 CITY: CITY OF COTTAGE GROVE By: Myron Bailey Mayor By: Joseph Fischbach City Clerk Joint Powers Agreement (Rev. 01/15) 5 TEMPORARY EASEMENT AGREEMENT FOR CONSTRUCTION PURPOSES THIS EASEMENT AGREEMENT FOR CONSTRUCTION PURPOSES (“Easement”) is made, granted and conveyed this _____ day of _____________, 2018, by and between South Washington Watershed District, a Minnesota municipal corporation (“Landowner”), the State of Minnesota, a sovereign body (“DNR”) and the City of Cottage Grove, a Minnesota municipal corporation (“City”). The Landowner owns the real property situated within Washington County, Minnesota as described on the attached Exhibit A (“Landowner’s Property”). The DNR has a Conservation Easement over the Temporary Easement Area, as defined herein. The Conservation Easement was recorded as document no. 3453207 on July 13, 2004. The Landowner and DNR in consideration of the sum of One Dollar and other good and valuable consideration to them in hand paid by the City, the receipt and sufficiency of which is hereby acknowledged, does hereby grant and convey unto the City, its successors and assigns, the following: A temporary construction easement for grading, sloping and construction purposes in accordance with the plans and specifications provided by the City, and all such purposes ancillary, incident or related thereto (“Temporary Easement”) under, over, across, through and upon that real property identified and legally described and depicted on Exhibit B (“Temporary Easement Area”) attached hereto and incorporated herein by reference. The rights of the City include the right of City, its contractors, agents and servants: a.) to enter upon the Temporary Easement Area during the term of its existence for the purposes of construction, inspection, grading, sloping, and restoration relating to the purposes of this Easement; and b.) to maintain the Temporary Easement Area during the term of its existence; and 1 c.) to remove from the Temporary Easement Area during the term of its existence trees, brush, herbage, aggregate, undergrowth, curb, concrete, asphalt, and other obstructions interfering with the location, construction and maintenance of the temporary roadway/driving surface within the Temporary Easement Area; and d.) to remove or otherwise dispose of all earth or other material excavated from the Temporary Easement Area during the term of its existence as the City may deem appropriate; and e.) to enter onto the Landowner’s Property as needed in order to construct and maintain the Temporary Easement through the duration of this Easement. The City shall not be responsible for any costs, expenses, damages, demands, obligations, penalties, attorneys’ fees and losses resulting from any claims, actions, suits, or proceedings based upon a release or threat of release of any hazardous substances, petroleum, pollutants, and contaminants which may have existed on, or which relate to the Landowner’s Property prior to the date hereof. The Temporary Easement shall commence on May 1, 2018 and expire on November 1, 2019. Nothing contained herein shall be deemed a waiver by the City of any governmental immunity defenses, statutory or otherwise. Further, any and all claims brought by Landowner or DNR or their successors or assigns shall be subject to any governmental immunity defenses of the City and the maximum liability limits provided by Minnesota Statute, Chapter 466. The Landowner, for itself and its successors and assigns, does hereby warrant to and covenant with the City, its successors and assigns, that it is well seized in fee of the Landowner’s Property described on Exhibit A and the Temporary Easement Area described and depicted on Exhibit B and has good right to grant and convey the Temporary Easement herein to the City. The terms and conditions of this instrument shall run with the land and be binding on the Landowner, its successors and assigns. This Easement may be executed in any number of counterparts, each of which shall be deemed an original but all of which shall constitute one and the same instrument. \[The remainder of this page has been intentionally left blank.\] 2 IN TESTIMONY WHEREOF, the Landowner, DNR and the City have caused this Easement to be executed as of the day and year first above written. LANDOWNER: SOUTH WASHINGTON WATERSHED DISTRICT Don Pereira Its: President Matt Moore Its: Administrator STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me on day of , 2018, by Don Pereira as President and by Matt Moore as Administrator of South Washington Watershed District, a Minnesota municipal corporation, on behalf of said municipal corporation. Notary Public 3 DNR: STATE OF MINNESOTA By: Name: Its: STATE OF MINNESOTA ) ) ss: COUNTY OF ) On this _____ day of _____________, 2018, before me a Notary Public within and for said County, personally appeared to me personally known, who being by me duly sworn, did say that he is the of the State of Minnesota, a sovereign body named in the foregoing instrument, and that it was signed on behalf of said sovereign body. Notary Public 4 CITY: CITY OF COTTAGE GROVE By: Myron Bailey Mayor By: Joseph Fischbach City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON ) On this _____ day of _______________, 2018, before me a Notary Public within and for said County, personally appeared Myron Bailey and Joseph Fischbach to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and the City Clerk of the City of Cottage Grove, the Minnesota municipal corporation named in the foregoing instrument, and that it was signed on behalf of said municipal corporation by authority of its City Council and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipal corporation. Notary Public This instrument was drafted by: After recording, please return to: Korine L. Land, #262432 Korine L. Land, #262432 LeVander, Gillen & Miller, P.A. LeVander, Gillen & Miller, P.A. 633 South Concord Street, Suite 400 633 South Concord Street, Suite 400 South St. Paul, Minnesota 55075 South St. Paul, Minnesota 55075 (651)451-1831 (651)451-1831 5 EXHIBIT A LEGAL DESCRIPTION OF LANDOWNER’S PROPERTY Real property situated in the City of Cottage Grove, County of Washington, State of Minnesota, legally described as: That part of the East One Half of the Northeast Quarter of Section 3, Township 27 North, Range 21 West, Washington County, Minnesota, lying south of the North 1630.17 feet thereof, except that part of the South 80 feet of said East One Half of the Northeast Quarter lying east of the West 450 feet thereof. PID: 03.027.21.14.0001 A-1 EXHIBIT B LEGAL DESCRIPTION AND DEPICTION OF THE TEMPORARY EASEMENT AREA B-1