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2013-02-20 PACKET 04.H.
REQUEST OF CITY COUNCIL ACTION COUNCIL MEETING DATE 2/20/13 REPARED BY: Community Development ORIGINATING DEPARTMENT AGENDA ITEM # & Jennifer Levitt STAFF AUTHOR COUNCIL ACTION REQUEST Consider approving the plans and specifications and establishing a March 21, 2013 bid date for the East Point Douglas Road Utility and Street Improvements - Phase I. STAFF RECOMMENDATION Adopt the resolution approving the plans and specifications and establishing a March 21, 2013 bid date for the East Point Douglas Road Utility and Street Improvements - Phase I. BUDGET IMPLICATION $ BUDGETED AMOUNT ADVISORY COMMISSION ACTION ❑ PLANNING ❑ PUBLIC SAFETY ❑ PUBLIC WORKS ❑ PARKS AND RECREATION ❑ HUMAN SERVICES /RIGHTS ❑ ECONOMIC DEV. AUTHORITY SUPPORTING DOCUMENTS ACTUAL AMOUNT FUNDING SOURCE REVIEWED APPROVED DENIED ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ® MEMO /LETTER: Memo from Jennifer Levitt dated 2/13/13 ® RESOLUTION: Draft ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: ® OTHER: East Point Douglas Road Utility and Street Improvements - Phase I Plans ADMINISTRATOR'S COMMENTS City Administrator Date COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER CITY OF COTTAGE GROVE MINNESOTA To: Honorable Mayor and City Council Ryan Schroeder, City Administrator From: Jennifer M. Levitt, Community Development Director /City Engineer Date: February 13, 2013 Re: East Point Douglas Road Utility and Street Improvements — Phase 1 Approve Plans and Specifications and Establish a Bid Date Background The City Council on April 18, 2012 authorized the preparation of a feasibility report for the East Point Douglas Road Utility and Street Improvements. The next step in the project development was the approval of the feasibility report and ordering of the East Point Douglas Road Utility and Street Improvements on December 19, 2012. The improvements contained in the enclosed plan set provide for utility extensions and road improvements necessary for the proposed Walmart Development site located on East Point Douglas Road. The plan set also includes plans for a turn lane at CSAH 19 and cul -de -sac construction at Jasmine Avenue and Jeffery Avenue. Discussion Plans and Specifications Plans and specifications have been prepared in accordance with the City standards and speci- fications. The engineer's estimate for the improvements is $1,651,134. The costs outlined for the specific improvements contained in the plan set correspond with the estimated construction value in the feasibility report of $1,678,534. Bid Date A March 21, 2013, 10:00 a.m. bid date will provide ample time to give required notification to contractors. Recommendation It is recommended the City Council adopt the attached resolution approving the plans and specifications and establishing a March 21, 2013, bid date for the East Point Douglas Road Utility and Street Improvements. RESOLUTION NO. 2013 -XXX RESOLUTION APPROVING THE PLANS AND SPECIFICATIONS AND ESTABLISHING A BID DATE FOR THE EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS — PHASE I WHEREAS, plans and specifications have been prepared in accordance with the City Standards and Specifications for the East Point Douglas Road Utility and Street Improvements — Phase I; and WHEREAS, a bid date has been established for March 21, 2013; and WHEREAS, the City Engineer has presented such plans and specifications to the City Council for approval. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, approves the plans and specifications and establishes a bid date of March 21, 2013 for the East Point Douglas Road Utility and Street Improvements — Phase I. Passed this 20th of February, 2013. Myron Bailey, Mayor Attest: Caron M. Stransky, City Clerk K IIIIIIIIIIII EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS e PHASE 1 S.A.P. 180-112-010 THE COUNTY OF WASHINGTON, CITY OF COTTAGE GROVE CONSTRUCTION PLAN FOR GRADING, AGGREGATE BASE, BITUMINOUS PAVING, CONCRETE CURB & GUTTER, CONCRETE SIDEWALK, STORM SEWER, SANITARY SEWER, WATER MAIN, LIGHTING, AND LANDSCAPING LOCATED ON. P01_NT DOUGLAS ROAP. FROM.. 19 Tp +/— 3960 FEET NW OF_ COUNTY_ _19 EAST POINT DOUGLAS ROAD STA 23 +23.48 TO STA 62 +81.87 GROSS LENGTH ....... FEET ..a:75... MILES. BRIDGES — LENGTH ......... NIA .... FEET ..N /. ?... MILES EXCEPTIONS — LENGTH 6$9:$3 ....FEET ..0,13.. , MILES NET LENGTH .......... . FEET ..x:62... MILES BEGIN S.A.P. 180 - 112 -010 STA: 23 +23.48 �a °a 0 HORZ. SCALE THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL C. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38 -02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." 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. DESIGN DESIGNATION S.A.P. 180- 112 -010 EAST POINT DOUGLAS ROAD FN18: 3,429,000 R VALUE: 70 PRES. ADT (2013): 10,100 PROJ, ADT (2033): 22,400 PROJ. HCADT (2033): 1,568 DESIGN LOAD 10 TON NUMBER OF TRAFFIC LANES: 3 NUMBER OF PARKING LANES: 0 DESIGN SPEED: 30 MPH BASED ON: SSD HEIGHT OF EYE: 3.5' HEIGHT OF OBJECT: 2.0' TRAIL DESIGN SPEED: 20 MPH TRAIL WIDTH: 8' HEIGHT OF EYE: 4.5' HEIGHT OF OBJECT: 0.0' rzcsave+ PLAN SCALES 0 50 100 HORZ. SCALE FEET o To 20 VERT. SCALE FEET INDEX MAP 500 1000 FEET �� Tiv MAP OF THE OF COTTAGE GROVE WASHINGTON COUNTY, MN D S.A.P. 180- 112 -010 STA: 62 +81.87 59 +00.00 NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL 1- 800- 252 -1166 OR 651- 454 -0002. Ir PROJECT LOCATION DISTRICT i •A N• • • MRW Z1011i LIB GOVERNING SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION" SHALL GOVERN. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MMUTCD, INCLUDING "FIELD MANUAL FOR TEMPORARY CONTROL ZONE LAYOUTS' 1111701 SHEET NO. DESCRIPTION 1 TITLE SHEET 2 LEGEND 3 -4 STATEMENT OF ESTIMATED QUANTITIES AND TABULATIONS 5 LOCATION PLAN 6 -7 REMOVAL PLAN 8 TYPICAL SECTIONS 9 SWPPP — NARRATIVE 10 SWPPP — USGS LOCATION MAP & SOILS MAP 11 EROSION CONTROL PLAN 12 -13 SANITARY SEWER AND WATER MAIN 14 -16 STORM SEWER 17 -19 STREET IMPROVEMENTS — EAST POINT DOUGLAS RD 20 INTERSECTION DETAILS — EAST POINT DOUGLAS RD 21 STREET AND STORM SEWER — JASMINE AND JEFFERY 22 -40 CROSS SECTIONS — EAST POINT DOUGLAS RD 41 -45 STANDARD DETAILS 46 SIGNING AND PAVEMENT MARKING PLAN 47 DETOUR PLAN 48 -50 LANDSCAPING PLAN 51 LIGHTING PLAN 52 -53 LIGHTING DETAILS THIS SET OF PLANS CONTAINS 53 SHEETS LOCAL AGENCY SIGNATURES: MICHAEL J. BOEX DATE APPROVED: COTTAGE GROVE CITY ENGINEER LICENSE NUMBER 44576 DATE DATE APPROVED: WASHINGTON COUNTY ENGINEER STATE AID APPROVALS: DATE DISTRICT STATE AID ENGINEER: REVIEWED FOR COMPLIANCE WITH STATE — AID RULES /POLICY DATE STATE AID ENGINEER: APPROVED FOR STATE AID FUNDING BO LTO N Sc M E N K, 1 N CITY OF COTTAGE GROVE, MINNESOTA SHEET Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS - PHASE 1 1 MANKATO,MN FAIRMONT,MN SLEEPYEYE,MN WILLMAR MN BURNSVILLE,MN OF CHASKA,MN RAMSEY,MN MAPLEWOOD,MN BAXTERMN AMES,IA TITLE SHEET 53 ROCHESTER, MN SPENCER to S.A.P. 180 -112 -010 cVIc_rIKIG PROPOSED O IRON PIPE MONUMENTSET 0 ELECTRIC TRANSFORMER O SEMAPHORE TRAFFIC LIGHT C CHP OVERHEAD ELECTRIC LINE 2 00 ALIGNMENT /CENTERLINE • MONUMENTFOUND L IEV EXHAUSTVENT m SIGNAL BOX — E-C E -C E -C — UNDERGROUND ELECTRIC LINE RIGHT -OF -WAY LINE O CAST IRON MONUMENT FOUND o--- FLAGPOLE QRR SIGNAL POLE - RR —G -C G-C GC— GAS LINE --------- - - - - -- TEMPORARY EASEMENT ■ STONE MONUMENT FOUND (D FP FILL PIPE Q) SB SOILBORING FO -C FO -c FIBER OPTIC LINE • • • • • • • • • • • • • • • • • • • • • • CONSTRUCTION LIMITS 0 POST SET GAS MANHOLE ( SIREN — C-C C -C C -C — UNDERGROUND COMMUNICATIONS LINE CURB & GUTTER ® BENCH MARK © GAS REGULATOR SPRINKLER HEAD OHC OHC OVERHEAD UTILITY LINE BITUMINOUS EDGE O AS AUTO SPRINKLER 0 GAS GAS VALVE 0 STORM MANHOLE — I I I 1— WATER SYSTEM CONCRETE EDGE ® ANTENNA © GAS METER Qi TELEPHONE MANHOLE » » » — STORM SEWER GRAVEL EDGE ® AIR CONDITIONER ® ACCESS GRATE ® PUBLIC TELEPHONE > > > SANITARY SEWER — MS— MS— MS— SILT FENCE - MACHINE SLICED C ANCHOR HANDICAPPED PARKING ® TILE INLET — FM FM FM— SANITARY FORCEMAIN EROSION PROTECTION AT INLET OAP AIR PUMP O HAND HOLE © TILE RISER --------- - - - - -- INTERMEDIATE CONTOURS STORM SEWER MANHOLE D APRON ¢ HYDRANT TRAFFIC ARM BARRIER INDEX CONTOURS ■ STORM SEWER CATCH BASIN /CATCH BASIN MANHOLE rJ BASKETBALL HOOP ® IRRIGATION CONTROLVALVE TRAFFICSIGN SIXTEENTH LINE FLARED END SECTION -Q- BIRD FEEDER LIGHT DECORATIVE G 7 TRANSMISSION TOWER QUARTER LINE >> —>> STORM SEWER BENCH 3 LIGHT POLE 0 UTILITY POLE SECTION LINE —> —> _> — SAN ITARY SEWER BRACE POLE ® MAILBOX 10 VACUUM ------------------------ - - - - -- EASEMENT LINE - --- - --'•— SANITARY SEWER SERVICE ® CATCH BASIN METER Q VENT PIPE x x x x— FENCE LINE SANITARY MANHOLE o CLOTHES LINE POLE ® POST { DECIDUOUSTREE — CENTERLINE I I — I WATER MAIN o CONTROL POINT Q MANHOLE CONIFEROUSTREE --------- - - - - -- PROPERTY/ LOT LINE — I- I- I— I- I —I -I- WATER MAIN SERVICE 6 CLEAN OUT © LIFT STATION MANHOLES, STUMP — - - — - • — - - — - - — ROAD RIGHT -OF -WAY LINE HYDRANT 03 CID COMMUNICATION PEDESTAL ® MONITORING WELL (o BUSH --------- - - - - -- GRAVELEDGE N VALVE ® CURB STOP VALVE a ORDER MICROPHONE ® WELL --------- - - - - -- BITUMINOUS EDGE + SIGN O DITCH TOP LI PARK GRILL ® WATER MANHOLE --------- - - - - -- CONCRETE EDGE - STREETLIGHT P. DRINKING FOUNTAIN 0 GAS PUMP ® WATER METER --------- - --- -- CURB & GUTTER - - - - - -- INTERMEDIATE CONTOURS El DS DOWN SPOUT 0 PIV POST INDICATOR VALVE ®WS WATER SPIGOT - - - - -- INDEX CONTOURS QE ELECTRIC MANHOLE PARKING METER m WATER VALVE L7 ELECTRIC METER 50 SANITARY MANHOLE '-L WETLAND /MARSH M E ELECTRIC PEDESTAL SATELLITE DISH A WETLAND - DELINEATED E O E E PUN N N DN,ORRE MAEU TASP NSED BY M E DEll�+m p� R UND MYDIG VISI I510 A WIYUf NGEO MRW B O LTO N O� M E N R. 9Y DATE CITY OF COTTAGE GROVE K, ANC _ / MINNESOTA SHEET PRO ENGINEER GINEER Ui R UH DERTH DERINE WYf50ElNE5TAlEOF IHNNEE0i0. Al /)Q�,, , N M Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASE 1 2 / ft'"+� .+ MRW MANKATO, M FAIRMONT, MN SLEEPY EYE, MN WILLMAR, N BURNSVILLE, MN OF �mrtDD &M�,X 2D13,AIIRrgnt,rs .Vd MICHAEL 1.BOEX ec® CHASKAMN RAMSEY,MN MAPLEWOOD,MN BAXTER, MN AMES,IA LEGEND 53 H{ C01T \Po35104975 \C3D\104975G002Awg 2/13/20133:42.47PM uc xu 44576 02/20/2013 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180- 112 -010 STATEMENT OF ESTIMATED QUANTITIES NO. NOTE MAT. NO. ITEM DESCRIPTION UNIT TOTAL QUANTITIES PARTICIPATING NOW PARTICIPATING EAST POINT DOUGLAS ROAD (SA.P. 180 -112 -010) ESTIMATE FINAL ROADWAY STORM SEWER LANDSCAPING 1 7038A 2021.501 MOBILIZATION LUMPSUM 1 STANDARD BARRICADES 0.52 0.09 0.03 0.36 2 CBMH 2101.511 CLEARING AND GRUBBING LUMPSUM 1 3 1 STO -4 R- 3290 -VB 4' 3 3A 2104.501 REMOVE SEWER PIPE (STORM) LIN FT 235 4 235 STO -4 R- 3290 -VB 4 2104.501 REMOVE CONCRETE CURB AND GUTTER LIN FT 335 4' 265 5A 1 CB 70 5 2'x3' 2104.505 REMOVE CONCRETE PAVEMENT SQ YD 680 R -1642 620 7 60 6 R- 3290 -VB 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 9780 STO -5 8755 1 1025 7 STO -4 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 4 CB STO -5 1 2'x3' 3 8 CBMH 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 75 9A 30 I STO -5 R- 3290 -VB 45 9 10 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 1190 1070 MH STO -3 120 10 1 2104.523 SALVAGE SIGN EACH 9 4' 9 13 OCS STO -29 11 2'x3' 2104.601 SALVAGE AND REINSTALL STREET LIGHT LUMPSUM 1 R- 3290 -VB 4' JEFFERYAVENUE 15 1 12 R- 3290 -VB 2104.603 SALVAGE AND REINSTALL FENCE LIN FT 330 STO -24 330 4' CONCRETESTOOL 13 2104.603 SALVAGE AND REINSTALL STORM SEWER PIPE LIN FT 40 40 14 6 2105.501 COMMON EXCAVATION P) - STREET CU YD 2705 2490 215 15 6 2105.501 COMMON EXCAVATION (P ) -TRAIL & SIDEWALK CU YD 430 430 16 2105.503 ROCK EXCAVATION CU YD 810 810 17 2 2105.507 SUBGRADE EXCAVATION (EV) CU YD 340 340 18 2105.523 COMMON BORROW CV - ONSITE CU YD 1000 1000 19 2105.525 TOPSOIL BORROW (CV) - FROM STOCKPILE CU YD 1640 1620 20 20 3 2105.602 EXCAVATION SPECIAL 1 EACH 10 10 21 4 2105.602 EXCAVATION SPECIAL 2 EACH 1 1 22 5 2105.607 SELECT GRANULAR BORROW (CV) - MODIFIED CU YD 180 180 23 2123.610 SKID LOADER HOUR 20 20 24 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 20 20 25 2130.501 WATER FOR DUST CONTROL M GALLON 50 50 26 2211.501 AGGREGATE BASE CLASS 5 TON 7125 6560 565 27 2211.501 AGGREGATE BASE CLASS 5100%CRUSHED TON 1255 1255 28 2232.501 MILL BITUMINOUS PAVEMENT (1.5') SQ YD 1330 1330 29 1 2357.502 BITUMINOUS MATERIAL FOR TACK COAT SQ YD 1395 1330 65 30 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE 4,F) SPECIAL TON 1280 1280 31 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) SPECIAL TON 225 225 32 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) TON 430 415 15 33 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) TON 1130 1130 34 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,8 TON 1130 1130 35 2501.515 15" RCP FLARED END SECTION, INCL TRASH GUARD EACH 1 1 36 2501.515 18" RCP FLARED END SECTION, INCLTRASH GUARD EACH 2 2 37 2503.541 12" RCP STORM SEWER CLASS 5 LIN FT 301 301 38 2503.541 15" RCP STORM SEWER CLASS 5 LIN FT 729 1 708 21 39 2503.541 18" RCP STORM SEWER CLASS 5 LIN FT 1813 1813 40 2503.541 24" RCP STORM SEWER CLASS 4 LIN FT 132 132 41 2503.602 CONNECT TO EXISTING STORM SEWER STRUCTURE EACH 1 1 42 2503.602 CONNECT TO EXISTING STORM SEWER PIPE EACH 1 1 43 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 1 1 44 2503.603 8" PVC SANITARY SEWER, 15' -20' DEEP LIN FT 12 12 45 1 2503.603 8" PVC C900 SANITARY SEWER, 15' -20' DEEP LIN FT 20 20 46 2503.603 8" PVC C900 SANITARY SEWER DROP INLET LIN FT 9 9 47 2503.603 30" SANITARY SEWER, 10'-15' DEEP LIN FT 50 50 48 2503.603 30" SANITARY SEWER, 15' -20' DEEP LIN FT 740 740 49 2503.603 30" SANITARY SEWER, 20' -25' DEEP LIN FT 840 840 50 2503.603 30" SANITARY SEWER, 25' -30' DEEP LIN FT 85 85 51 2504.601 IRRIGATION SYSTEM REPAIR LUMPSUM 1 1 52 2504.602 CONNECT TO EXISTING 24" WATER MAIN EACH 1 1 53 2504.602 12" BUTTERFLY VALVE AND BOX EACH 1 1 54 2504.602 24" BUTTERFLY VALVE AND BOX EACH 1 1 55 2504.602 6" GATE VALVE AND BOX EACH 4 4 56 2504.602 8" GATE VALVE AND BOX EACH 1 1 57 2504.602 HYDRANT EACH 4 4 58 2504.602 ADJUST VALVE BOX EACH 2 2 59 2504.603 VALVE BOX EXTENSION LIN FT 4 4 60 2504.603 HYDRANT RISER LIN FT 2 2 61 2504.603 6" DIP, CL 52 WATER MAIN, INCL POLY WRAP LIN FT 75 75 62 2504.603 8" DIP, CL 52 WATER MAIN, INCL POLY WRAP LIN FT 35 35 63 2505.603 12" DIP, CL 52 WATER MAIN, INCL POLY WRAP LIN FT 32 32 64 2504.603 24" DIP, CL 51 WATER MAIN, INCL POLY WRAP LIN FT 1560 1560 65 2504.604 4" POLYSTYRENE INSULATION SQ YD 10 10 66 2504.608 DUCTILE IRON FITTINGS POUND 3800 3800 67 2506.522 ADJUST STORM SEWER CATCH BASIN CASTING EACH 4 4 68 2506.522 ADJUST SANITARY SEWER MANHOLE CASTING EACH 2 2 69 2506.602 2'x3' STORM SEWER CB, INCL R- 3290 -VB CSTG AND HDPE ADJ RINGS EACH 7 6 1 70 2506.602 2'X3' STORM SEWER SKIMMER STRUCTURE EACH 1 1 71 2506.602 4' CIA STORM SEWER CBMH, 8' DEEP, INCL R- 3290 -VB CSTG AND HDPE AD) RINGS EACH 9 8 1 72 2506.602 4' DIA STORM SEWER CBMH, 8' DEEP, INCL R -4342 CSTG AND CONIC STOOL GRATE FRAP EACH 1 1 73 2506.602 4' DIA STORM SEWER MH, 8' DEEP, INCL R- 1642 -B CSTG AND HDPE ADJ RINGS EACH 4 4 74 2506.602 4' DIA STORM SEWER MH, 8' DEEP, INCL 3' SUMP, R- 1642 -B CSTG AND HDPE ADJ RINGS EACH 1 1 75 2506.602 5' DIA SANITARY SEWER MH, 8' DEEP, INCL R- 1642 -B CSTG AND HDPE ADJ RINGS EACH 6 6 76 2506.603 4' DIA STORM SEWER STRUCTURE OVERDEPTH LIN FT 10 10 77 2506.603 4' DIA SANITARY SEWER STRUCTURE OVERDEPTH LIN FT 74 74 78 2511.501 CLASS III RANDOM RIPRAP CU YD 35 35 79 2521.501 6" CONCRETE WALK SQ FT 1 14000 14000 80 2521.501 8" CONCRETE WALK - SPECIAL COLOR SQ FT 290 290 STANDARD PLATES THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, SHALL APPLY ON THIS PROJECT. PLATE NO. STANDARD PLATE 3000L REINFORCED CONCRETE PIPE (5 SHEETS) 3006G GASKETJOINT FOR RC PIPES (2 SHEETS) 3145G CONCRETE PIPE OR PRECAST BOX CULVERTTIES 40201 MANHOLE OR CATCH BASIN 4022A MANHOLE OR CATCH BASIN COVER - TX 2' OPENING 7035N CONCRETE WALK AND CURB RETURNS AT ENTRANCES 7038A IDETECTABLE WARNING SURFACE TRUNCATED DOMES 7100H ICONCRETE CURB AND GUTTER (DESIGN B) 80001 STANDARD BARRICADES BASIS FOR QUANTITIES HYDRAULIC SOILSTABILIZER TYPE 5 2100 LBS ACRE BITUMINOUS MATERIAL 115 LBS SY *IN BITUMINOUS TACK COAT 0.07 GAL/SY AGGREGATE BASE, CLASS 5 110 LBS /SY *IN STORM SEWER SCHEDULE STRUCTURE TYPE STD.DETAIL CASTING DIAMETER SPECIALCOMMENTS 1 MH STO -3 R -1642 4' 125 lA CBMH STO -4 R- 3290 -VB 4' 1 0 18 CB STO -5 R- 3290 -VB 2'x3' 2 CBMH STO -4 R- 3290 -VB 4' 3 CBMH STO -4 R- 3290 -VB 4' 3A CB STO -5 R- 3290 -VB 2'x3' 4 CBMH STO -4 R- 3290 -VB 4' 5 CBMH STO -4 R- 3290 -VB 4' 5A 1 CB STO -5 R- 3290 -VB 2'x3' 6 MH STO -20 R -1642 4' 7 CBMH STO -4 R- 3290 -VB 4' 7A CB STO -5 R- 3290 -VB 2'x3' 8 CBMH STO -4 R- 3290 -VB 4' 8A CB STO -5 R- 3290 -VB 2'x3' 9 CBMH STO -4 R- 3290 -VB 4' 9A CB I STO -5 R- 3290 -VB 2'x3' 10 MH STO -3 R -1642 4' 11 MH STO -3 R -1642 4' 12 MH STO -3 R -1642 4' 13 OCS STO -29 2'x3' SKIMMER STRUCTURE 14 ft CBMH STO -4 R- 3290 -VB 4' JEFFERYAVENUE 15 CB STO -5 R- 3290 -VB 4' JEFFERYAVENUE 16 CB STO -24 R-4342 4' CONCRETESTOOL SEQ NOTES: 1 IDELIVERTOCII TY PUBLICWORKS 2 NOMINAL QUANTITY PROVIDED FOR POOR SUBGRADE CONDITIONS. WILL VARY WITH FIELD CONDITIONS. 3 POTHOLE EXISTING UTILITY 4 CROSS EXISTING WATER SERVICE 5 SELECT GRANULAR BORROW, COMPOST TOPSOIL MIX FOR PLANTING MEDIA 6 PLAN QUANTITY EARTHWORK AREA EASTPOINT DOUGLAS RIGHTTURN LANE AT CR 19 JASMINEAND IEFFERY TRAIL SIDEWALK STA 23+50 TO 30 +75 TOTAL CUT (CY) 2345 140 215 305 125 3130 FILLJCY) 1645 115 20 1 0 15 1795 NOTE: QUANTITIES ARE UNADJUSTED 9) mft , &Me k, Ix 2013, All RIgMsNeaY,d H:\ CO1T\N15104975 \C3DUD4975G0D3Avg 2/13/zo131z1:a3 PM IHEREDr cERnfr NTmISP AN,sPE FGXNq RPO wA PR PARR BY M.E OR UNDER MY DIRECTSUPERVISIDN- WTIAMADUIYU -ED PRBFESSIDNALENG INEERUNDERTHEI,kM THESiATEOFMINNESDIA DESIwm MRW BO LTO N Sc M E N K, ' N G. Consulting Engineers & Surveyors MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN CHASKA,MN RAMSEY,MN MAPLEWOOD, MN BAXTER, MN AMES,IA ROCHESTER, MN SPENCER, IA - PT aaE CITY OF COTTAGE GROVE MINNESOTA ! EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASE 1 SHEET 3 OF 53 MRW I1lVrr MICHAEL J. BOER' 44576 02/2012013 MJB STATEMENT OF ESTIMATED QUANTITIES AND TABULATIONS S.A.P. 180- 112 -010 STATEMENT OF ESTIMATED QUANTITIES TOTAL PARTICIPATING NO. NOTE MAT. NO. ITEM DESCRIPTION UNIT QUANTITIES EAST POINT DOUGLAS ROAD NOW (S.A.P. 180 -112 -010) PARTICIPATING ESTIMATE FINAL ROADWAY STORM SEWER LANDSCAPING 81 2521.501 8" CONCRETE WALK- SPECIAL COLOR AND IMPRINT TREATMENT SQ FT 480 480 82 2521.618 CONCRETE HYDRANT ACCESS PAD SQ FT 100 100 7solron &Mmkmc 2013,AHRtghHSRPsn d H.\ COTT \N1510497S \C3D\1049750003,dn 2/1312013122.%P1A 85 1 1 2531.507 7" CONCRETE DRIVEWAY PAVEMENT (COMMERCIALi SQ YD 315 CITY OF COTTAGE GROVE, MINNESOTA EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 315 MRW 86 2531.618 TRUNCATED DOMES SQ FT 136 136 87 2531.618 PEDESTRIAN CURB RAMP SQ FT 825 825 88 2540.602 TRASH RECEPTACLE, INCL CONC PAD EACH 1 1 89 2540.602 BENCH, INCL CONC PAD EACH 1 1 90 2540.602 ENTRANCE MONUMENT LUMP SUM 1 1 91 2545.523 4" PVC SCH 40 CONDUITS FOR PRIVATE UTILITY CROSSING LIN FT 300 300 92 2545.523 4" PVC SCH 40,3 CONDUITS FOR PRIVATE UTILITY CROSSING LIN FT 100 100 93 2545.523 6" PVC SCH 40 1 CONDUIT FOR PRIVATE UTILITY CROSSING LIN FT 100 100 94 2545.523 15' NON - METALLIC CONDUIT LIN FT 95 95 95 2545.523 4" PVC, SCH 40, 1 CONDUIT FOR PRIVATE UTILITY CROSSING LIN FT 500 500 96 2545.553 HANDHOLE EACH 1 1 97 2545.602 LIGHTING UNIT EACH 15 15 98 2545.602 LIGHTING UNIT CONCRETE BASE EACH 15 15 99 2545.602 FEED POINT EACH 1 1 100 2545.603 TWO NO 6 AND NO 10 GROUND IN PLACE IN CONDUIT LIN FT 1 3150 3150 101 2563.601 TRAFFIC CONTROL LUMP SUM 1 1 0.52 0.09 0.03 0.36 102 2563.601 DETOUR LUMP SUM 1 1 0.52 0.09 0.03 0.36 103 2563.602 TYPE III BARRICADES EACH 1 1 104 2564.531 SIGN PANELS, TYPE C SQ FT 106 106 105 2571.502 DECIDUOUS TREE 2.5" CAL B &B - PRINCETON ELM TREE 14 14 106 2571.502 DECIDUOUS TREE 2.5" CAL B &B - GINKO AUTUMN GOLD TREE 13 1 13 107 2571.502 DECIDUOUS TREE 2.5" CAL B &B - NORTHWOOD MAPLE TREE 10 10 108 2571.502 DECIDUOUS TREE 2.5" CAL B &B - EASTERN PIN OAK TREE 9 9 109 2571.502 DECIDUOUS TREE 2.5" CAL B &B - SWAMP WHITE OAK TREE 12 12 110 2571.503 ORNAMENTAL TREE 1.5" CAL B &B - PRAIRIEFIRE CRABAPPLE TREE 9 9 111 2571.503 ORNAMENTAL TREE 1.5" CAL B &B - PAGODA DOGWOOD CLUMP TREE 1 9 9 112 2571.503 ORNAMENTAL TREE 1.5" CAL B &B - IRONWOOD TREE 15 15 113 2571.503 ORNAMENTAL TREE 1.5" CAL B &B - AUTUMN BRILLIANCE SERVICEBERRY TREE 10 10 114 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT 2015 2015 115 2573.530 STORM DRAIN INLET PROTECTION PER STANDARD DETAIL ERO -4A EACH 4 4 116 2573.530 STORM DRAIN INLET PROTECTION PER STANDARD DETAIL ERO -4B EACH 9 9 117 2573.530 STORM DRAIN INLET PROTECTION PER STANDARD DETAIL ERO -4C EACH 15 15 118 2573.530 STORM DRAIN INLET PROTECTION PER STANDARD DETAIL ERO -4D EACH 1 1 119 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 5 5 120 2575.505 SODDING TYPE MINERAL SQYD 7620 7370 250 121 2575.535 WATER FOR TURF ESTABLISHMENT M GALLON 25 20 5 122 2575.560 1HYDRAULIC SOIL STABILIZER TYPE 5 POUND 2000 2000 123 2575.604 SEEDING, INCL SEED, FERTILIZER, AND CATEGORY 3 EROSION CONTROL BLANKET SQ YD 4285 4285 124 2575.604 SEEDING INCL SEED FERTILIZER AND HYDROMULCH SQ YD 1 6910 6910 125 2582.501 PAVEMENT MESSAGE RIGHT ARROW POLY PREFORM EACH 2 2 126 2582.502 4" DOUBLE SOLID LINE YELLOW - EPDXY LIN FT 2000 2000 127 2582.502 4" SOLID LINE WHITE - EPDXY LIN FT 1150 1150 128 2582.502 4" BROKEN LINE WHITE - EPDXY LIN FT 350 350 129 2582.502 24" SOLID LINE WHITE - POLY PREFORM LIN FT 30 30 STORM SEWER TABULATION UPSTREAM DOWNSTREAM PIPE ID STREET STATION OFFSET DRAINS TO I RIMELE1 1 OUTLET INVERT ELEV. BUILD HEIGHT CONNECTTO EXISTING STRUCTURE CONNECTTO EXISTING PIPE _ 15" 18" 2'X3' 48" 48" __.. _ FRAME &CASTING ID INLET INVERT ELEV. SLOPE 12" 15" R CP RCP RCP NOTES FES FES CB CBMH 1 ____48"---1 MH OCS R•1642 R- 3290 -YB R -4342 ._ ._._ 7solron &Mmkmc 2013,AHRtghHSRPsn d H.\ COTT \N1510497S \C3D\1049750003,dn 2/1312013122.%P1A IN REBY CERTIFYTHAT THIS PIAN,EPECIFRANDN,WRU`GINVIASP AAFD BY ME OR UNDER hff DIRECTSUPE- SIONANOT44TIAMADULYUQHIED PROFESSIONAL ENGINEER UNDERTHE IAWSOFINESTATEOFMdNNESOTA Aii. /) �/4JM►,Y MRW BOLTON St M EN K, 1 NC. Consulting Engineers & Surveyors MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN CHASKA, MN RAM5EY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA ROCHESTER, MN SPENCER, IA BT °A" CITY OF COTTAGE GROVE, MINNESOTA EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 SHEET 4 OF 53 MRW MICHAEL T. BOE 44576 DR. 02/20/2013 E« MIR STATEMENT OF ESTIMATED QUANTITIES AND TABULATIONS S.A.P. 180- 112 -010 v l I >I ( r ���� \ �•� 1 \ i I I- I I I-- - -J - - -- I--- - - - - -- «< I I �I ( I 11- I ------ - - -.. n ' - - - -� A_ - - -- 51u D e - - - -- i 1 I I n I 1 F----- -- ---------- - - - - -- -- / v l -------------------------------------------------- �r L---- -/ -L--- J- -' - 1 -- J L - - --� _. L BsD4.G4 z7e I - - -- - - -- 1 ----- 1 --- - - - -J -- .� - -- - I ------------------------------- ----- I - - - - -- - -- - - - - I --------------------------- ----------------- - - m - -- C -- - - - - — i, t � I 1 i y- '�--- ��f-� -=-_�- ^ _- ______'___ .� - -- _-___________________________________________________________________ _____________________ V�, ------ � c I L h 11 I II I I II I I I J__ uN / L11JL1LJLJLJ� /�� i <<< < <<<< << <r <— —- <— <— <— <— << —< —< N \ 2 1 \ j ___________ ___________ __ __-- _— ___________ ______ _ __ — __ _ _- __ 9D031 \< , I i------------------------ - - - - -- i ` c l I - - - - - -- I I V, vi a ase esB Psa " A O s¢ - - -- - -- ; �. -�I L L -J I I I i ,rte es -/ a� o o m 0SEb ��, \\ Pss 1 r m IV CSI L -J I vl m m m m m ® m m \ \\ I L- 1 I I I asB m o m m m I -1C� / 0 5 1 �� B oI o a ® o ® ® m \ I I V` �� � � ( � Y ' m i@ o® o o @ m ® e m I �5 \ 0 s �r� ass z e�e m o Psa m o o m \ ® @ o \\ PSB o m m @ m m I i I I y I v v Iv 0so C) m o ® I I � I a5¢ PS¢ -- - - - - -J - - -- b -- �t \ \ -a �� \ I I � LIT 171 Iv s \ m ® o o ® ® ® ® ® m m o o I 15 III I v ® \\ m o m o o m @ m ©I I r---- - - - - -- s e e o 0 o I I I L� I \vvo vpvvvv�v zI� h ` Ps I II I I a � V m ® m m ® oo e@ I I ( v \ ��\�O �� \ \\ \\ r\ f acs >�s >> \\ m m m m m ® 1 1 v v o v v vv V SB se d ase 0. a= al g.\ sea m ® © m o as¢ � I L----- - - - - -J I \ \\ \\ \ \\ \ / Q / I ------ - -- at ash aSB a$ 0`v' ap � ��� �s✓,'�" }� � / ` /s I j 1 �O \mo \ � \ e \� ' V mcp -3 - - -- - -- / 1 I 1 \ � \ ase I ---- -- - - - - -J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I vv v v� \ �p v �w v 1 -e,�,3 � v vv tom., �•. � I I /// I M E IED SMR fANDRR MDRRY FPO.TEIYAED ,¢IEO MRW BO LTO J 8c M EIV K, 1 IV C. t CITY OF COTTAGE GROVE, MINNESOTA SHEET D 120 240 HEREBY OR OR UN - MYD INE IRE DTSUPE , EW D W R WM U CFM OUS ED PROFE551ONALENGINEERUNDERTHEL04M it MPEOFNINNESD HOR7 I "'" Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- 4/ L-O 5 SCALE FEET 4 /' MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF MICHAELI. B� aim CHASKA MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA LOCATION PLAN �BOIIm &Ma,k,lm 2D33, All Rtght¢Reserval 53 H:\mn\NS1o4s7s\C3D\104s7saol.dn 21331201395657M 44576 02/20/2013 MJB ROCHES TER, MN SPENCER, IA S.A.P. 180- 112 -010 , \ c C </ �- -RT, EXISTOq REMOVE EXISTING \ /� \ \ / /mil \ \ // \ \ \\ / �/ STOR(viS EWERPIPE,\ `\ \ \CONCRETE SIDEWALK �/ /� \\ \-�/ !A REMOV IST REMOVE EXISTING REMOVEEXIS� \ �' STRUCTURE, ANDEES \\ FXI / REMO \ ��' \ \\ EXISTING \ �' \ CONCR PRON \ \ \ \\ t- RENfOVE EXISTING Y \ �q �NCRETEAPRON 6NCRETEAPIj0�1 r` , \ �� / i CONCRETECl t6 \ \ ----- - - - --- L - - - -- -- -- ------------ - - - - -- -- \ / ANP - OLTAR \ L - -- E ast P oint D0 g r6s Road - - - - -- -- ---- - - - - -- -� << < F_, < ul I A ' .l 'S� — .. ° D7t3 JF t• / 1 OHP —OHP _ 6fe�oP -� ¢ se - REMOVE EXISTING �\ BItyIMINOU \ \PARKING L�� \\ �REMOVE EXIS'llt b \ , / CULVERT ¢ se --------------- 0 � �,�q�_ -r>bP •�, nN�c — ` c — \ \— — — - -_ -« c ._, c�T "" "C.. cc-�: — ''GO - -g� -E asR yse ¢ _ c c _ - - - - -- - - - - - -- - - -�- - --'- -- - -- — -- — — — t sac a }E.E� c c- c -_�� -- - -Ti =' r - -b -s— e- c� e- c =e - pd l jj pppp C --------------------------------------- - - - - -- ` - - - - -- -_ - - - - --o o- -� � a�� � - c- 0-- c- �.Q_ - - .c c- x-5�- _____ V BITUM�INOUSPAVEMENT X r ___________________ �' E3 ___ ____ ___________ ________________ ------------------- - - ------------------------------------------------------ ---------- ---------------- ���� ------------- ------- BTTLMINQI _------ .- --------------- - - - - -- - -- - � - - - - -- - ----- - / --------- -- - - -- ------- - -- - - - - - - - -- -- - - _ BITUMINOUS STREET ---------------- - - - - -- - - - - - -- - - - - -- --------- - - - - -- _ -------- - - - -- - - -- -- - - -- _ - -- - - - - - -> - - - - - -- \ ------ ---- - - - --- -- -- -- --- - -- -- - - - -- - -_ _ ----- US 10 & 61 ____ -___ -- ------------ ---------- - - - - -- � - - - - -- -- __--__--__--_--__----------------------------- _-------- - - - - -- - - - - -- _ - �C__ ___________ ___ __ ---------- -__ ------------------------- - - - - - --------------------------- ---- - - - - - _ _ ---------- - - - - -� -_ _____- __---------- -V - . - _-_ - --__ _ - - - - -- - / -- - - - - -- ----- .-- -�. - -- �. m se It Ilk 4k SB ¢ sB ¢ sB a 58 0 ED ¢ s6 REMOVE EXISTING - cr,p --� BITUMINOUS STREET ¢ s6 ¢ sB ¢S13 REMOVE EXISTING CULVERT ¢ se 'I \ \ ror r I I i o Ea st Point Douglas Road \,\ - - - -- — ss �a�� Q -��`; � � esta�� =--� ,.— c -- - - -- REMOVE EXISTING —,—x X X Y X x x x MILL 1.5" EXISTING -__ � .D , - -- - - - - _ _- - - BITUMINOUSTRAIL REMOVE EXISTING CULVERT BITUMINOUS PAVEMENT V -- ------------ V--.-.--------.-----.--------.---.- - _- . - - _------ - - -,-- - - __ 610.OT - -- -_--- __�_'_.-- ._-- -. =_ -` --- . - -.__. -.___ .--- .------ ____'- _- _--- ._ -_._ -_ -- - -- _.� - .- - - V --- _�- _- ------- ---.-. . -_. - -- _ _ - -- -- - - - - - - -- - - - = - - - �._--- .- .--------- Y- ._---- - - -- - - - - .- . - - . ----- -- — ---- --------- =�j ------ ____ -------- � ----------------- ------ - - - - -- D 50 100 D 10 20 B UNDERM TITHS VISIDANDTHATAMADIIIYV R T YME HEREBY tJN DER MYGN f SUPER H6 PLW,SP N Al I AMADIRYDDEENSED '°''`° MRW 13 C) LTC► N 8t M E N K I N C. � 6 Y °A" CITY OF COTTAGE GROVE, MINNESOTA SHEET HORZ VERT. PROFESSIONAL EN61NEE0. UNDE0.THEIAYlSOfTtffSfATE Cf MINNESOTA m+ Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 6 SCALE FEET SCALE FEET � ►YL]'^0 MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN REMOVAL PLAN OF =J mn«la M.'1 2DI3, Ali nights P ,,,d MICHAELI. BOER CHASKA, MN RAM5EY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA 53 N : \COTTW151049]5 \C3DUD4975tl02.d" 2113/201393230AI � In. 44576 02/20/2013 MI8 ROCHESTER, MN SPENCER, W S.A.P. 180-112 -010 I / / I I I J � East Point Douglas Road wp SIG- =— zz zz 2 ` ° � — � ° c - c - c o— c- �c -b_! 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' Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASEI 7 �� SCALE FEET SCALE FEET I/n - - /' MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF MN SPENCER 2013 20 44576 02 ROCHESTER MICHAEL I. BOE um CHASKA. MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA REMOVAL PLAN H.\WT &1049,15\ 2013,Al Re 2/ DATE aE 178 , R IA 53 H:\ LOTIW19104975 \C3D�1049]SC102.dng 2/]3/L013932AtAM -- / / S.A.P. 180 112 - 010 MIN. 45' PERM. DRAINAGE AND UTILITY EASEMENT (VARIES 42 +50 - 47+00) 6' CONC. WALK MATCH EXISTING 1 \\\\ GROUND OR JJ WALMART 61, TOPSOILAND GRADING SOD (TYP.) INSETB NOTE: BACK OF SIDEWALK 0.5' ABOVE TOP OF CURB 4. R VARIES (39' -43') VARIES 12" 14' THRU LANE 12' 14' VARIES 8' THRU LANE THRU LANE (11' TYP.) BIT. TRAIL 2 INSETA 12' THRU LANE TYPICAL SECTION 10.5' --{ STATION 32 +00 TO48 +50 DESIGN 4. GRADE 3.62% 2. 40% VARIES VARIES 2.40% (1 MAX 2% (1:6 2. 40% 2.40% MAX) 12" 1 itt"" -- "' VARIES INSETA 12' THRU LANE TYPICAL SECTION VARIES EX. 8' BIT. TRAIL STATION 32 +00 TO48 +50 INSET C B618 CONCRETE CURB AND GUTTER (TYP.) 9 2" TYPE SP 12.5 BITUMINOUS WEAR COURSE MIXTURE (SPWEB440F) SPECIAL ACK COAT TYPE SP 12.5 BITUMINOUS WEAR COURSE MIXTURE (SPWEB440F) ACK COAT TYPE SP 12.5 BITUMINOUS NON WEAR COURSE MIXTURE (SPNWB440B) 10" CLASS 5 AGGREGATE BASE O INSET EAST POINT DOUGLAS ROAD 6" CONCRETE 4" CLASS 5 AGGREGATE BASE, 100% CRUSHED O INSET B CONCRETE SIDEWALK 100' TYP. (VARI ES 50 +75 - 52 +10) 2' 0' -12' SHOULDER RTLANE MATCH EXISTING J �� GROUNDOR � A WALMART _ -- GRADING ROUND ALL SLOPES (TYP.) 1.5" MILL& f �6 "TOPSOILAND OVERLAY INSETA SOD (TYP.) O 2 TYPICAL SECTION STATION 48 +50 TO52 +t0 VARIES VARIES 3' 14' 12' 8' 2' SHOULDER 12 12 T RT LANE BLVD BIT. TRAIL CLEAR ZONE - 2.40% 2.00% 2.00% f EXISTING GROUND 7 1;¢ INSETA INSETC 3 TYPICAL SECTION STATION 59 +99 TO62 +82 6.67' CONC. WALK - SPECIAL COLOR & IMPRINT TREATMENT 2' CONC. WALK - 2' CONC. WALK- r SPECIALCOLOR SPECIAL COLOR I INSET F O 4 TYPICAL SECTION COLORED CONCRETE CROSSWALK 2" TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (SPWEB240B) 6" CLASS 5 AGGREGATE BASE, 100% CRUSHED C INSET BITUMINOUS TRAIL, DRIVEWAY PATCHING 1.5" TYPE SP 12.5 BITUMINOUS WEAR COURSE MIXTURE (SPWEB240C) SPECIAL TACK COAT 2" TYPE SP 12.5 BITUMINOUS WEAR COURSE MIXTURE (SPWEB240C) 8" CLASS 5 AGGREGATE BASE O INSET JASMINE AND JEFFERYAVENUE it 8" CONCRETE WALK - SPECIAL COLOR & IMPRINT TREATMENT 8" CONCRETE WALK - SPECIAL COLOR 8" CLASS 5 AGGREGATE BASE O F INSET COLORED CONCRETE CROSSWALK EAST POINT DOUGLAS ROAD ALIGNMENT TABULATION STATION VARIES DELTA 12' THRU LANE VARIES 14' (0' -12') T THRU LANE VARIES EX. 8' BIT. TRAIL EASTING DIRECTION DESIGN 4. GRADE BP Consulting Engineers & Surveyors 2. 40% 2.40% 476753.39 3" TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (SPWEB240B) S56 °14'29 "E _ VAVA�fS 6" CLASS 5 AGGREGATE BASE - - -_- - -- 476761.70 INSET MICHAEL I. BOEX °® RADIUS VFW PARKING LOT 1.5" MILL& f �6 "TOPSOILAND OVERLAY INSETA SOD (TYP.) O 2 TYPICAL SECTION STATION 48 +50 TO52 +t0 VARIES VARIES 3' 14' 12' 8' 2' SHOULDER 12 12 T RT LANE BLVD BIT. TRAIL CLEAR ZONE - 2.40% 2.00% 2.00% f EXISTING GROUND 7 1;¢ INSETA INSETC 3 TYPICAL SECTION STATION 59 +99 TO62 +82 6.67' CONC. WALK - SPECIAL COLOR & IMPRINT TREATMENT 2' CONC. WALK - 2' CONC. WALK- r SPECIALCOLOR SPECIAL COLOR I INSET F O 4 TYPICAL SECTION COLORED CONCRETE CROSSWALK 2" TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (SPWEB240B) 6" CLASS 5 AGGREGATE BASE, 100% CRUSHED C INSET BITUMINOUS TRAIL, DRIVEWAY PATCHING 1.5" TYPE SP 12.5 BITUMINOUS WEAR COURSE MIXTURE (SPWEB240C) SPECIAL TACK COAT 2" TYPE SP 12.5 BITUMINOUS WEAR COURSE MIXTURE (SPWEB240C) 8" CLASS 5 AGGREGATE BASE O INSET JASMINE AND JEFFERYAVENUE it 8" CONCRETE WALK - SPECIAL COLOR & IMPRINT TREATMENT 8" CONCRETE WALK - SPECIAL COLOR 8" CLASS 5 AGGREGATE BASE O F INSET COLORED CONCRETE CROSSWALK EAST POINT DOUGLAS ROAD ALIGNMENT TABULATION STATION POINT DELTA RADIUS LENGTH NORTHING EASTING DIRECTION 28 +31.10 BP Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASE 1 8 476753.39 123668.24 S56 °14'29 "E 28 +41.10 PC 476761.70 123662.68 MICHAEL I. BOEX °® RADIUS 03 °02'27" 6844.50' 363.26' 53 30 +22.77 PI H:\ CDTT\NI5104975 \C3D\304975C34A,, 2/13121393529AM 44576 02/20/2013 M1R ROCHESTER, MN SPENCER, IA S53 °12'02 "E 32+04.36 PT 477058.22 123452.90 33 +28.14 PC 1 477157.33 1123378.75 RADIUS 00 °46'19" 300.00' 4.04' 33 +30.16 PI S53 °58'21 "E 33 +32.18 PT 477160.59 123376.35 40 +75.73 PC 477761.92 122939.02 RADIUS 04 °50'09" 4992.17' 421.36' 42 +86.53 PI S58 °48'30 "E 44+97.091 PT 1 478112.73 1 122705.85 1 48+50.001 PI 1 478414.63 1122523.08 S58 °07'09 "E 1 52+10.031 PI 1 478720.34 1122332.93 I H CERTNY MYDIR I SUPE SREGIFIfA ND -E AVADUL ED BY H OR UNDER GI DIRE UNDER VROFESSIDNAt ENGINEER UNDERTHE MRw BOLTON SC M E N K, 1 N C. R "' CITY OF COTTAGE GROVE, MINNESOTA SHEET IAYRDFTffSTATEGFM NNESOTA EIF lA Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASE 1 8 MRw MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF MICHAEL I. BOEX °® TYPICAL SECTIONS 9) M &Mmk In 2013, All Right, r sued CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA 53 H:\ CDTT\NI5104975 \C3D\304975C34A,, 2/13121393529AM 44576 02/20/2013 M1R ROCHESTER, MN SPENCER, IA S.A.P. 180-112 -010 GENERAL PROJECT INFORMATION: RESPONSIBLE PARTIES: The Contractor and Owner must apply for coverage under the MPCA's General Storm Water Permit for Construction Activity as required by the National Pollutant Discharge Elimination System (NPDES) Phase II program. Coverage under the permit will begin automatically 7 calendar days after the postmarked date on the permit application. [Longer time frames apply to sites that: (1) disturb areas greater than 50 acres AND discharge within 1 mile of a Special or Impaired Water; or (2) Use alternative storm water treatment techniques]. RECEIVING WATERS: Surface waters which will receive storm water from the site within 1 mile of project boundary. Include waters shown on USGS 7.5 minute quad and all waters identified in Appendix A of the permit. Name of Water Body Type ditch, pond, wetland, lake, etc. Appendix A Special Water? Flows to Impaired Water within 1 mile? USEPA Approved TMDL? 1 Longitude ( Rapid stabilization shall be of type and quantity indicated in the project specifications. Additional Washington, MN 27N 21W 21,22 44.8133476 — 92.9246003 rapid stabilization may be necessary to minimize erosion throughout the duration of the project. Type PROJECT DESCRIPTION: impairment: Owner: CITY OF COTTAGE GROVE Jennifer Levitt 651 - 458 -289 Contact Person Phone CONSTRUCTION ACTIVITY NOTES: SWPPP Preparer: BOLTON & MENK, INC. Mike Boex 651- 968 -767 EROSION PREVENTION PRACTICES: Contact Person Phone Phased construction will be used to extent practical or as indicated in the plans to minimize exposed soils. Contact Person Phone Person Responsible For Inspections: Contact Person Phone Party Responsible for Long Term 0 &M of Permanent Storm Water Management Facility: Contact Person Phone Areas not to be disturbed shall be delineated with flags, stokes, signs, silt fence, etc. prior to work beginning. The normal wetted perimeter of all ditches or swales, including storm water management pond slopes, that drain waters from the site must be stabilized within 200' of any property edge or discharge point, including storm sewer inlets, within 24 hours of connection. Energy dissipation or other outlet treatment must be installed within 24 hours of connection. All exposed soils must be stabilized as soon as possible but in no case later than 14 days after the construction activity has temporarily or permanently ceased. Seed and /or sod, fertilizer, and mulch shall be placed as indicated in the plans and project specifications. County, State I Township I Range I Sections) I Latitude 1 Longitude ( Rapid stabilization shall be of type and quantity indicated in the project specifications. Additional Washington, MN 27N 21W 21,22 44.8133476 — 92.9246003 rapid stabilization may be necessary to minimize erosion throughout the duration of the project. Type PROJECT DESCRIPTION: and quantity shall be determined by the engineer or inspector prior to installation. This project includes disturbance of approximately 7.3 acres. Construction activities include If the Contractor stockpiles material on site, he shall install the appropriate erosion control devices installation of watermain, sanitary sewer, and storm sewer pipe. Road construction, including around the stockpile and perform the best management practices possible to avoid erosion from the installation of Class 5 gravel, curb and gutter, sidewalk, trail, and bituminous pavement. stockpile. Soils on the site are primarily of Hydrologic Soil Group Type B, with high to moderate infiltration capacity. Temporary (or permanent) sedimentation ponds are required for areas > 10 acres of disturbed soils 20 HOUR draining soils draining to one point. Planned Construction Start Date: MAY 2013 Estimated Construction Completion Date: NOV 2013 SEDIMENT CONTROL PRACTICES: Installation of silt fence and all other down gradient sediment protection measures shall be completed PROJECT AREAS: prior to commencement of upstream land disturbing activities. Total Project Size (disturbed area) = 7.33 AC Existing area of impervious surface = 1.96 AC Post construction area of impervious surface = 2.82 AC Total new impervious surface area created = 0.86 AC STORM WATER MANAGEMENT: Type of storm water management used if more than 1 acre of new impervious surface is created: Wet sedimentation la Regional Regional pond0 Alternative methods= If Permanent storm water Filtration management not required= Required Water Quality Volume: NIA Design Water Quality Volume: Elevation of Water Quality Volume Storage: Surface Area at Water Quality Volume Storage: 6,910 SQ YD Allowable Discharge of Water Quality Volume: gN Designed Discharge for Water Quality Volume: 7,620 SQ YD Required Infiltration Volume: Designed Infiltration Volume: N/A STORM WATER RUNOFF FROM THE DEVELOPMENT WILL DISCHARGE THROUGH STORM SEWER INTO AN EXISTING REGIONAL POND THAT WAS SIZED FOR THIS NEW ADDITION. Silt fence shall be installed along constant contours with continuous lengths not to exceed 600 feet. As indicated on plans, silt fence will be periodically broken and hooked upslope in "J —hook" or "smile" patterns to provide ponding and slow runoff. All dewatering on site during construction must be routed to temporary sedimentation basins. Temporary sedimentation basins must be drained within 48 hours of any rainfall event. If the rock filtered outlets plug or cause the pond not to drain within 48 hours, ponds are to be drained with pumps. Pump inlets should be protected with a geotextile membrane and rock filter setup as shown in the details, or an approved alternative. Excessive sediment —laden water that is not properly filtered will not be permitted to discharge from site. Dewatering practices cannot cause downstream nuisance conditions, erosion, or non — permitted wetland inundation causing adverse impacts. POLLUTION PREVENTION: All solid waste collected from the construction site must be disposed of in accordance with MPCA disposal requirements. Concrete washout must be contained in a device similar to those provided by Neaton Brothers Concrete Washout LLC. Equivalent units shall be approved by engineer. Unit must be maintained to manufacturer recommendation. All hazardous materials (e.g., oil, gasoline, fuel, antifreeze, paint, cleaning solvents, curing compounds, fertilizers, etc.) must be properly stored (including secondary containment when necessary) to prevent spills, leaks, or other discharge. Storage and disposal of hazardous waste must be in compliance with MPCA regulations. External washing areas must be limited to a defined area of the site. All runoff containing any hazardous material must be properly collected and disposed of. Defined area must be contained with heavy— or super —duty silt fence, NO ENGINE DEGREASING ALLOWED ON SITE. The contractor is responsible for monitoring air pollution and ensuring it does not exceed levels set by local, state, or federal regulations. This includes dust created by work being performed on the site. Air pollution and dust control correction is considered incidental to the unit bid prices for which work is being performed. Additional dust control measures may be required by the Engineer. INSPECTION & MAINTENANCE: The permittees must routinely inspect the construction site once every seven (7) days during active construction and within 24 hours of a rainfall event greater than 0.5 inches in a 24 hour period. All inspections performed during construction must be recorded and records retained on site with the SWPPP in accordance with the storm water permit. Records must include a site map showing areas of land disturbing activities and areas where activities have temporarily or permanently ceased. Silt fence, biorolls and inlet protection devices must be maintained when non — functional or when accumulated sediment reaches 1/3 of device height. Off site vehicle tracking to be removed within 24 hours of occurrence. All non — functional BMPs must be repaired, replaced, or supplemented with functional BMPs within 24 hours No unbroken slope lengths greater than 75 feet are permitted when slope is 3:1 or greater. Slope shall of discovery, or as soon as field conditions allow access. be broken with silt fence or biorolls as indicated on plans, Install ditch checks ( Biorolls) as shown in plan. Ditch checks to be installed after street is removed and left in place until final restoration is established. BMP QUANTITY TEMPORARY CONSTRUCTION ENTRANCE 5 EACH HYDRAULIC SOIL STABILIZER TEMP MULCH 2,000 POUND SEED AND MULCH 6,910 SQ YD SEED AND BLANKET 4,285 SQ YD SOD 7,620 SQ YD STORM DRAIN INLET PROTECTION ERO -4A 4 EACH STORM DRAIN INLET PROTECTION ERO -4C 9 EACH STORM DRAIN INLET PROTECTION ERO -4C 15 EACH STORM DRAIN INLET PROTECTION ERO -4D 1 EACH SILT FENCE, MACHINE SLICED 2,015 LIN FT STREET SWEEPER WITH OPERATOR 20 HOUR Vehicle tracking to be minimized to all practical extents. All eroded material that leaves the construction zone shall be collected by the contractor and returned to the site at the contractor's expense. All stock piles shall be surrounded by silt fence and seeded with temporary seed and mulch. See erosion and sediment control plans. All site storm sewer inlets, as well as off site downstream inlets with potential to receive sediment, shall be protected with approved inlet protection measures at all times. Inlets shall remain protected until site is 100% stabilized and vegetation is at least 70% established. Inlet protection may be removed in winter, if the project has an approval letter from jurisdictional authority or can produce it within 72 hours. TEMPORARY SEDIMENTATION BASINS & DEWATERING: Temporary sedimentation basins are required prior to runoff leaving the construction site or entering surface waters when 10 or more acres of disturbed soils drain to a common location. The basin must provide 3,600 cubic feet of storage below the outlet per acre drained. If hydraulic calculations are available, the temporary sedimentation basin must provide a storage volume equivalent to the 2 —year, 24 —hour storm, but in no case less than 1800 cubic feet per acre drained. The temporary sedimentation basin must be constructed and made operational concurrent with the start of soil disturbance upgradient of the pond. IHEREBR UNDER W SUP RV DIRFCTISI NANOTHARRAMA'ASRRESED "` ® MRW BO LTO N 8c M E N K, I P RYFEORUNDERGIDIRECEDERTHISI ONANDIIWTI DU AMA tSED PROFESSIONAL ENGINEER UNDERTNE a \YSOE11f5fAlECENdNNfSDiA A&P>G '"N MRW Consulting Engineers & Surveyors o MANKATO, MN FAIRMONT, MN SLEEPYEYE,MN WILLMAR, MN BURNSv F MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR. MN BURNSV M khR 2D13,AI1Rrghts Rose d MICHAEL ER, J. BOEX L�® CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXT MN AMES, 51O4975\C3DUD4975QO1,drg 2113AD13123AS PM 44576 02/20/2013 M)B ROCHESTER, MN SPENCER, IA FINAL STABILIZATION: The permittees must submit a Notice of Termination (N.O.T.) within 30 days of final stabilization or transferring permit responsibility to another owner or operator. The Contractor must ensure final stabilization of the site. Final stabilization shall include a minimum of 70% vegetation establishment (100% stabilized) on all pervious areas. All temporary erosion control measures and BMPs must be removed as part of the final site stabilization, unless directed otherwise by owner or engineer. 1) Install silt fence and rock construction entrance. 2) Install underground utilities. 3) Install inlet protection. 4) Prepare the road bed and install class 5 gravel. 5) Install concrete curb and gutter. 6) Add additional temporary BMP's as necessary during construction based on inspection reports. 7) Install bituminous pavement. 8) Install concrete sidewalk. 9) Remove inlet protection. 10) Add additional temporary BMP's as necessary during construction based on inspection reports. 11) Ensure final stabilization measures are complete, 12) Submit Notice of Termination (NOT) to MPCA within 30 days of final stabilization. RECORD RETENTION: The SWPPP, all changes to it, and inspections and maintenance records must be kept at the site during construction. All owner(s) must retain the following for 3 years after submittal of NOT: 1) SWPPP; 2) Any other permits required for the project; 3) Inspection and maintenance logs; 4) All permanent operation and maintenance agreements for surface water facilities; 5) All design calculations for temporary and permanent storm water management. PLAN SHEETS: Sheet numbers 10 & 11 of this plan set are also considered a part of the SWPPP for this project. . C_ 1 91 A- CITY OF COTTAGE GROVE, MINNESOTA SHEET EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS - PHASE 1 9 E, MN SWPPP - NARRATIVE 53 r . P. 1 Rn -19 7 -n i n USGS QUAD MAP r t t �•:� -� . I• � u r 914 IF fj� ��. �} ?z c . � y 3 �•'.,a f �- ���=�` � it - 9 I ydo `r Qu r wlfl ♦ '� I ��E '1 yyy a ST 806 S - 7 2 -` +1 JI 8 I ♦ . i� ' y 7 t C t v7 8 , 9 7 ( I i 79 a � j � ti� ♦ i �1 � � el ♦ // Tyr 1799 la Sewa } II SOIL TYPES SUMMARY BYhtEORUNDE ,..Y ERSUPERVISIONMDWTIPMAMYIXE M PROFFSSIONAI ENGINES VNIAI'ISOFTIESTATEOFMMIESOT0. 494P MRW E3 C:) LTO N &t M E N K I N C Engineers & Surveyors MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA ROCHESTER, MN SPENCER, IA D 1000 2000 HORZ. MRW MRW SCALE FEET SOIL TYPES SUMMARY D E'nitw &Mask,L 2013, All Rights R¢nvd H : \COTT\N1510a975 \C3D \1N975a02Aw 2/13/20 3 3 12 9ATPM BYhtEORUNDE ,..Y ERSUPERVISIONMDWTIPMAMYIXE M PROFFSSIONAI ENGINES VNIAI'ISOFTIESTATEOFMMIESOT0. 494P MRW E3 C:) LTO N &t M E N K I N C Engineers & Surveyors MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA ROCHESTER, MN SPENCER, IA 0 400 800 HORZ MRW MRW SCALE FEET D E'nitw &Mask,L 2013, All Rights R¢nvd H : \COTT\N1510a975 \C3D \1N975a02Aw 2/13/20 3 3 12 9ATPM BYhtEORUNDE ,..Y ERSUPERVISIONMDWTIPMAMYIXE M PROFFSSIONAI ENGINES VNIAI'ISOFTIESTATEOFMMIESOT0. 494P MRW E3 C:) LTO N &t M E N K I N C Engineers & Surveyors MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA ROCHESTER, MN SPENCER, IA CITY OF COTTAGE GROVE, MINNESOTA EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS - PHASEI SHEET 10 OF sa MRW MRW MICHAEL J. BOEX " 44576 02/20/2013 « M1B SWPPP - USGS LOCATION MAP & SOILS MAP S.A.P. 180 -112 -010 USDA SCS SOIL SURVEY MAP i l --- --- --- -- --- --- / 1 i - I — II —i I `_� < —< V-L< < ----.< - - --- - —' mot' r i' _ 1 1. J ___� —<—< < — <— - - \ TEMPORARY EASEMENT \ \ \ 1\ \ \ \J,R SO \\ PERMANENT EASEMENT \\ RIGHT -OF -WAY \ -------------------------- - - - - -- ------------------------------ ---------- - - - - -- - -- _ - - - -- - - - - -- -- -------- -- - - - - --- - - - - -- - - - - - - - -- - - - - - - - - -- - - - -- - - -- - - ----- - - - - -- - - - -- - - - - - -- - - -- __ ___ —_—_—_------------ \---- - - - - -- ------------------- T_T = -�—MM ------------------------ - - - - - -- - - -- ------ ------- ---- - - - - -- -- - - - - -- _____ _ - - - -- - - -- - - -- - - -- _-------------------- - - - - - -- - - -- US 10 & 61 - - - - - -- T SB 77 Ss - ------------- PERMANENT EASEMENT � 1. ALL CATCH 8-145, INLETS, AND FLARED END SECTIONS, BOTH EXISTING AND PROPOSED SHALL HAVE INLET PROTECTION ♦f f f fhi f I�f. �I ff/ f� ►i ������i�� _ INSTALLED PRIOR TO DISTURBANCE AND AFTER CONSTRUCTION. RIGHT- OF-WAY I ( 2. APPLYHYDROMULCH FORANYTEMPORARY RESTORATION AS NEEDED. i�f��ifi %� INLET PROTECTION (SEE DETAIL) RIGHT- / .,> - /� i�lf��ffff ffl� f ff j �1. +I ff fl f ff lQ �� - �.>.. SILT FENCE (SEE DETAIL) // / 5. QUANTITY FOR INLETPROTECTION 15 BASED ON INLET PROTECTION NEEDED FOR EACH STRUCTURE DURINGTHECOURSE f fp f ff f 1 'Q f flf f fflf f fffl � RIPRAP CLASS / / / / 6. CONTRACTORTO PLACE SOD IN ALL DISTURBED AREAS ASSHOWN ORAS DIRECTED BYENGINEER. 7. CONTRACTOR TO SEED(MNDOT MIX 270),FERTILIZE,AND MULCH ALL OTHER DISTURBED AREAS AS SHOWN OR AS DIRECTED BY ENGINEER, D $O 100 IHERE RE I SU E , ISI IEICd➢ON,ORREPOAWAS R➢ED DY UNDERPAY DIRECTSUPERYISIDNANDTN4T MRW BOLTON 8t M EN K 1 N G. CITY OF COTTAGE GROVE, MINNESOTA S HEET HORZ F EDR NESMk PROFESSIONAL ENGINE UNDERTHE lA1YSOFTPffSTATEOPMNNE50T0. "'" Consulting Engineers & Surveyors EASTPOINTDOUGLASROADUTILITYANDSTREETIMPROVEMENTS - PHASEI 11 SCALE FEET MRW MANKATO, MN FAIRMONT, MN SLEEPYEYE,MN WILLMAR, MN BURNSVILLE, MN OF 9)Wtm &MmV,1,, 2013,AIIRight,Rem MICHAEL I. BOEX ec® CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA ISO i EROSION CONTROL PLAN 53 H: \WTT\NlSl04975\C3D\l G497S¢03Aw 2/13PO1393746 44576 02/20/2013 MJB ROCHESTER, MN SPENCER IA S.A.P. 180- 112 -010 ■eQQo ■QeQiQQr... ■QrQrQrnu. �iQirrrrQr. QuTar�rro► O N NE ON" ' mmuia. • NEON _ mm vrrQrrQrr■ �QQQQr iiQQ ti_u• 000100111011 lisp. - -- - --- .QQaeQi000..._ s21LY�Qlr —w -- MEMO .7QrQ�r�_ -� �►��_ • \Sa - Mass \.. -_ \QQQr- OWNERS - ------------- � 1. ALL CATCH 8-145, INLETS, AND FLARED END SECTIONS, BOTH EXISTING AND PROPOSED SHALL HAVE INLET PROTECTION SOD •s I INSTALLED PRIOR TO DISTURBANCE AND AFTER CONSTRUCTION. RIGHT- OF-WAY I ( 2. APPLYHYDROMULCH FORANYTEMPORARY RESTORATION AS NEEDED. INLET PROTECTION (SEE DETAIL) / / 3. REFER TO STORM SEWER PLANS FOR RIPRAPQ ANTFFIES /� 4, CONSTRUCT ROCK CONSTRUCTION ENTRANCES AT EACH END OF PROJECT. MS SILT FENCE (SEE DETAIL) // / 5. QUANTITY FOR INLETPROTECTION 15 BASED ON INLET PROTECTION NEEDED FOR EACH STRUCTURE DURINGTHECOURSE OF THE PROJECT. RIPRAP CLASS / / / / 6. CONTRACTORTO PLACE SOD IN ALL DISTURBED AREAS ASSHOWN ORAS DIRECTED BYENGINEER. 7. CONTRACTOR TO SEED(MNDOT MIX 270),FERTILIZE,AND MULCH ALL OTHER DISTURBED AREAS AS SHOWN OR AS DIRECTED BY ENGINEER, D $O 100 IHERE RE I SU E , ISI IEICd➢ON,ORREPOAWAS R➢ED DY UNDERPAY DIRECTSUPERYISIDNANDTN4T MRW BOLTON 8t M EN K 1 N G. CITY OF COTTAGE GROVE, MINNESOTA S HEET HORZ F EDR NESMk PROFESSIONAL ENGINE UNDERTHE lA1YSOFTPffSTATEOPMNNE50T0. "'" Consulting Engineers & Surveyors EASTPOINTDOUGLASROADUTILITYANDSTREETIMPROVEMENTS - PHASEI 11 SCALE FEET MRW MANKATO, MN FAIRMONT, MN SLEEPYEYE,MN WILLMAR, MN BURNSVILLE, MN OF 9)Wtm &MmV,1,, 2013,AIIRight,Rem MICHAEL I. BOEX ec® CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA EROSION CONTROL PLAN 53 H: \WTT\NlSl04975\C3D\l G497S¢03Aw 2/13PO1393746 44576 02/20/2013 MJB ROCHESTER, MN SPENCER IA S.A.P. 180- 112 -010 a \ S9 '7 `� NOTES: � y asD JJ 1 J s \ 1. PRIOR TO UTILITY CONSTRUCTION , REMOVE EXISTING r \ > y BITUMINOUS TRAIL, INSTALL SILT FENCE, AND GRADE SI DEWALK AN D BO ULEVARD AREA TO fftSH ED GRADE CONNECTTO EXISTJNG3D / AS PART OF THE 1ST PHASE OF CONSTRUCTION. SEE y s \ // \ \ PVC SANITARTSEV \ J y / \/ \ J \ SPECIFICATIONS FOR SPECIFIC DETAILS. / MATERIA2. CONSTRUCT WATER MAIN TO DEP HSASSHO PRIVATE (OVERDEPTHINCID a s° PROTECT EXISTING —PR OTE�. \ \\ \ \\ ENTAL). '� �7 / WAT CONCRETE HYDRANT ERSFR ICE \ \ \\ J WATER MAIN 3. CONSTRUACC PAD AT y SEWER SERVICE // \ J ��'� \ \ SALVAGRA \ \ \\ \ J ' BYOTI'�E S EACH HYDRANT. �� �\\ HORSESHOE�IT$ \ \ TEMP0�4RX` y \ s° sp SSPECIRIF1171ONSFORAPPROVEDSANI- RYSEW 1 � PERMANENT (INCIDENTALS \ CONSTRUO �\ PIPE L PRIVATE 77 "7 EASEMENT EXISyN 77 \�/ \ 20' PERMANENT \ �N \ r JJ UMliFLY VALVE �// �4" \ \ EASEMENT �\ / i \ /� fASEMEN� �� \ \\ \ JJ a - y� 7�' / \ � 1 \ - -- � —.�— v \ \ REM�VE \� \�d yy c� ORM SEWER BY OTHERS -- - - - - -- \ \ 4 i % 81TUMINOUS \ S° RIVA EC , - - - -- - - - - - -- - - — M \ v/ PAVEMENT \�\ J as° STOR \ EWER -- --\--��`----- - -- - -- V� \ \ \ J >> >> >> 2 `Y — � - ---- - - - - -- — — -- ------ - - - - -- — — - - -- --- ° - - - ° e —=� =— _ — - -- — _ — ------ - - -- -- -- - -- -- — — — — _ — _ — — a-c= � � -- �_c c— .c c �. c.c � t �. r - c _ _ — — — X '� 4' �3 — — — — — n� Y <— <--< -- --- G�st,�u -.—_ rr �T"•°,� ®r - -- —T - Std —T— — ss � 1 < J `• W NOTES: \ ! ! i 1. 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MRW 13 1123 L M aL [\A E 1 K, I M CITY OF COTTAGE GROVE, MINNESOTA SHEET HORZ. VERT. PROFESSIONAL ENGINE LIND 7,PElm Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASE 1 18 SCALE FEET SCALE FEET 44P MRW MANKATO, MIN FAIRMONT, MN SLEEPYEYEMN WILLMAR, MN BURNSvILLE, MN STREET IMPROVEMENTS - EAST POINT DOUGLAS ROAD OF O 2313,AIJRTFhI MICHAEL J. BOEX EC® CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER. MN AMES, JA 53 ,HW M.1 9 � 7 1 5 - W 151G4 \C3DVO4975G602.dn 2/13/20132253DPPA -1. 44576 WPE 02/20/2013 MJB ROCHESTER,MN SPENCER IA S.A.P. 180-112-010 __j � \ I \ \ ( I I \ I I I P \ I I °' \ I a . a • • � � � \\ I I I N STA: 35 +32.44 t \ I I 18.50 L STA 35 #58 4fi , \ 812.96 ''-,, 2 00� • a . r /- STIR 35- }SG4y' 1 I n� � ''v asd' • 4 ?9 � I °. .4 a° n I \\ I \ STb:36 +58.51 \ \ .i: • .. � -STA 47 }18 31 / , \ Q ' / 7gdO t L STA 47M281 A $1$32 70D'j. =�� z 2 4ji 7 \ / ' • 838 85 STA: 46 +�6.8J •• .z ,� 18.0'L \\ a •e a 81$.86 \ \ °• STA 47+67 31 w \ \ 82gg 4. v v 1$ SO L v\ a 145.06' L v v e ` v$13 37 v 1 814.76 / 1 y STA 47+03 23 ST 6 33. vv v I v vv 8114.0 °�° S +7S. L �� z ° � •e. 1 V � v� . o v w w 8 4.71 81347 v _ �9 a NI N e v I S'�1.36 +75.0.4 - _ i A. 36 91.51 __...._ q 33,5 L. yf ` - - - 814.17 4 ._ ,. ; • ,, 814.92 v .4 M SB v v a ST .� +94.21" *. i : 1850 - `v .. >. V Q v �k v v ® �� A �� �� Q Q F fj v 1 ' v \ \ \ \ \ 1 \ vv vvv +� vv `v i v k \ �l IN REGYCERTIFY, HATT HISPIAN, SPE CIPICA,IOH2O.RREPOIRWASPREPAREG GE�Iatm CITY OF COTTAGE GROVE Mr01R E asuPERVISI0NAN0rnnnMAUruaam MRW BOLTON at MENK INC. R°' er G_ ,MINNESOTA SHEET 0 10 20 RrME0RUN0E R P0.0FESSIONAL ENGINEE0. UNDERTHE LAWSOFTHESTAiEOf NlNNESOTA � HORZ. { � 7 � '"" Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 20 - SCALE FEET - -/' MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE,MN WILLMAR, MN BURNSVILLE, MN OF V Bolton &Malt, lx 2013, All Right, RBe d MICHAEL .BOER Ec® CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER,K AMES, IA INTERSECTION DETAILS 53 H:. XIMN1S10497s\0t) \1104975c ,dw 2/13/201322731PM 44576 02/20/2013 MJB ROCHESTER, MN SPENCER,W S.A.P. 180- 112 -010 0 S13 / e ii ' • ,' , .d S STA: 47 +18.31 8 ,• . 82.00'L a / STA: 4 47+42.81 \ - � - .• � � °' 8 81883 A $1$32 70D'j. =�� z 2 4ji 7 \ / ' • 838 85 STA: 46 +�6.8J •• .z ,� 18.0'L \\ a •e a 81$.86 \ \ °• STA 47+67 31 w \ \ 82gg 4. v v 1$ SO L v\ a 145.06' L v v e ` v$13 37 v 1 814.76 / 1 y STA 47+03 23 ST 6 33. vv v I v vv 8114.0 °�° S +7S. L �� z ° � •e. 1 V � v� . o v w w 8 4.71 81347 v _ �9 a NI N e v I S'�1.36 +75.0.4 - _ i A. 36 91.51 __...._ q 33,5 L. yf ` - - - 814.17 4 ._ ,. ; • ,, 814.92 v .4 M SB v v a ST .� +94.21" *. i : 1850 - `v .. >. V Q v �k v v ® �� A �� �� Q Q F fj v 1 ' v \ \ \ \ \ 1 \ vv vvv +� vv `v i v k \ �l IN REGYCERTIFY, HATT HISPIAN, SPE CIPICA,IOH2O.RREPOIRWASPREPAREG GE�Iatm CITY OF COTTAGE GROVE Mr01R E asuPERVISI0NAN0rnnnMAUruaam MRW BOLTON at MENK INC. R°' er G_ ,MINNESOTA SHEET 0 10 20 RrME0RUN0E R P0.0FESSIONAL ENGINEE0. UNDERTHE LAWSOFTHESTAiEOf NlNNESOTA � HORZ. { � 7 � '"" Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 20 - SCALE FEET - -/' MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE,MN WILLMAR, MN BURNSVILLE, MN OF V Bolton &Malt, lx 2013, All Right, RBe d MICHAEL .BOER Ec® CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER,K AMES, IA INTERSECTION DETAILS 53 H:. 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" BY CITY OF COTTAGE GROVE, MINNESOTA S HEET PR OFESSIONALENGIHEE UNDER THEIAWS OFPESTAT MWNNF k , / Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 23 MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE,MN WILLMAR, MN BURNSVILLE, MN OF CROSS SECTIONS - EAST POINT DOUGLAS ROAD 2013,Al R Peeved &Mal75\ MICHAELI. BOER « CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA 53 DU04975C701. H.NWHN N15104975 \C3 01. azea ":\ GATT \M,g zry9nm n 44576 02/20/2013 M18 ROCHESTER, MN SPENCER, [A S.A.P. 180 33 75 R -86 Lo h -86 n� ' [V � - - -- - - -- N ^? 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UNDER THE LAM OFTESTAn:OF IfINNE50TA � 24 Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASE 1 MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF 9)Mltm &Mml,, 1x 2013, All Rtghts A w d MICHAEL J. BOEX TNT CHASKA, MN RAMSEY, MN MAPLIAVOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD s3 W\ 0OTT \N151D4975 \C3D\304975C701Avg 2/13/2013234MPb1 -- 44576 02/20/2013 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180 - 112 - 010 832 832 36 25 37 830 830 828 W LMART GRA ING BY 828 PE FUTURE OTHERS (T P. 826 -84 826 824 824 822 NTERIM OTHERS ( ALMART G P.) 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CITY OF COTTAGE GROVE, MINNESOTA _ SHEET ENGINEER UNDERTHEL lSOFTHESfATE0FM1NNE50TA PROFESSIONAL ii_ /) Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASEI 25 MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF U[M�y MICHAEL .BOEX - E E« CROSS SECTIONS- EAST POINT DOUGLAS ROAD �lbltm &Mmk, Im 2D13, All flights R , CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA 53 H: \COTT\NI5104975\C3D\IM975C701AM 2 /13/2013235MPM 44576 02/20/2013 M1B ROCHESTER, MN SPENCER IA S.A.P. 180- 112 -010 36 25 PE FUTURE OTHERS (T P. -84 NTERIM OTHERS ( ALMART G P.) 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BOER — -83 CROSS SECTIONS - EAST POINT DOUGLAS ROAD 53 H..Xw 1 3 1a � k, ]5\ C3U \1 049]SC /Ol.dwg 2) 2013, 97500I.Rr :: \COTIV,' ]51049 / 13(201323535 PM 2 44576 02/2012013 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180- 112 -010 i i / -38 R(W -- _— a YYi NN ao v 00 832 830 828 826 824 822 820 818 816 814 812 810 808 806 804 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 I REBRTIFYTHATTHISPIAH,SPECIFICAT OM,gIeEPORIW/6PREPARO Y CE DHE -OR UNDER PAY DI RECTSUPERVISIONANDTWVIAMA— YIIQ1dED D am Maw BO LTO N 8c M E N K, I N C. a, DAh CITY OF COTTAGE GROVE, MINNESOTA SHEET PR OFESSIONAL ENGINES UHIAWS OF11f5TAR DE NINNFSOYA Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE I 26 MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF �i1 MICHAELI. BOER — MN AMES IA BAXTER, MN MN RAMSEY, MN MAPLEWOOD, MN BAXT CROSS SECTIONS - EAST POINT DOUGLAS ROAD 53 H..Xw 1 3 1a � k, ]5\ C3U \1 049]SC /Ol.dwg 2) 2013, 97500I.Rr :: \COTIV,' ]51049 / 13(201323535 PM 2 44576 02/2012013 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180- 112 -010 -1UU -9U -813 -/U -bU -.5 U -4U -3U -2U -1U LL +1U +LU +3U +4U +5U +bU -30 -20 -10 CL +10 +20 +30 +40 +50 +60 83 82 82 6 82 82 2 82 81 816 814 812 810 §91 830 828 826 824 822 820 818 816 814 812 810 808 0 8 38-50 PE j -83 4 � . i i 0 - 38 8 R/W vv Do DO am vo - 38 -83 RAN i i -38 R/W z _ - -- - - -- \ -- m vv Go DO 830 828 826 824 822 820 818 816 814 812 810 M 830 828 826 824 822 820 818 816 814 812 810 808 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 IHEREOY CfRAFYMTTHIS— N, SPECIFICATION,ORRmORIWASPRFOARID - , ME DR UNDER ME DIRECTSUPERVISION ANDTH4TIAMAOUINE —ED MRW BOL�"C�N at M EN K, 1 NC. "" °. ° "'° CITY OF COTTAGE GROVE, MINNESOTA SHEET PROFESSIONAL ENGINEER UN DER THE U\1Y3OF11ESTATEOFIANNESOIA 27 4&.P - MRW Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS - PHASEI MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAA MN BURNSVILLE, MN OF 7RoRoD &MaDk,lx 2013,AIIRtghI,R —oI MICHAEL J. BO CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA - CROSS SECTIONS- EAST POINT DOUGLAS ROAD s3 H:. XwTTNN15104975\C3D\104975UOl.dn 2/13/2013 2 3 6A2PM 44576 02/20/2013 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180- 112 -010 -lUU -9U -8U -7U -60 -50 -40 830 828 826 824 822 820 818 816 814 812 810 M 830 828 826 824 822 820 818 816 814 812 810 808 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 IHEREOY CfRAFYMTTHIS— N, SPECIFICATION,ORRmORIWASPRFOARID - , ME DR UNDER ME DIRECTSUPERVISION ANDTH4TIAMAOUINE —ED MRW BOL�"C�N at M EN K, 1 NC. "" °. ° "'° CITY OF COTTAGE GROVE, MINNESOTA SHEET PROFESSIONAL ENGINEER UN DER THE U\1Y3OF11ESTATEOFIANNESOIA 27 4&.P - MRW Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS - PHASEI MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAA MN BURNSVILLE, MN OF 7RoRoD &MaDk,lx 2013,AIIRtghI,R —oI MICHAEL J. BO CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA - CROSS SECTIONS- EAST POINT DOUGLAS ROAD s3 H:. XwTTNN15104975\C3D\104975UOl.dn 2/13/2013 2 3 6A2PM 44576 02/20/2013 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180- 112 -010 -lUU -9U -8U -7U -60 -50 -40 -lUU -9U -8U -7U -60 -50 -40 832 830 828 826 824 822 820 818 816 814 812 810 808 u.. -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 a M —T M wAZPnEPA�D BY M E OR DNDEE YISION ANO a'm MRW / BO LTO N 8c M EN K, ' C. 39--25 DAB CITY OF COTTAGE GROVE MINNESOTA I SHEET 0. EGIN EEP UNWSOFESTATEOf P!"MESOfA P 0FESSIONAL N E UNDERR IA T HESMTMAWNNESOEk 83 28 /- /v�l��� /Y/ /� Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 �C�/ II MRW N FAIRMONT, N SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN MANKATO, M M - OF MICHAEL J. BOEX CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES IA CROSS SECTIONS -EAST POINT DOUGLAS ROAD 83 7mltal &Mmkmc 2013, All Rights Res d H: \COTT\N 15104915 \C3D\104975C701dxg 2/13/201329632PM 44576 02 t 20 2013 PE MJB ROCHESTER, MN SPENCER, IA S,A.P. 180- 112 -010 53 -82 82 82 82 i � 82 i -- — - --- -- - - -- 82 I \ R/W 81 46 81 -- -- — -- — — 81 81 Nui DO DO 81 80 u.. -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 a M —T M wAZPnEPA�D BY M E OR DNDEE YISION ANO a'm MRW / BO LTO N 8c M EN K, ' C. DAB CITY OF COTTAGE GROVE MINNESOTA I SHEET 0. EGIN EEP UNWSOFESTATEOf P!"MESOfA P 0FESSIONAL N E UNDERR IA T HESMTMAWNNESOEk 28 /- /v�l��� /Y/ /� Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 �C�/ II MRW N FAIRMONT, N SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN MANKATO, M M - OF MICHAEL J. BOEX CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES IA CROSS SECTIONS -EAST POINT DOUGLAS ROAD 7mltal &Mmkmc 2013, All Rights Res d H: \COTT\N 15104915 \C3D\104975C701dxg 2/13/201329632PM 44576 02 t 20 2013 MJB ROCHESTER, MN SPENCER, IA S,A.P. 180- 112 -010 53 -1UU -9U -8U -7U -bU -5U -4U -3U -2U -lU LA +1U +ZU +3U +4U +SU +bU -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 2 830 828 826 824 822 820 818 816 814 812 810 808 4000 -83 I R/W _ R/W 45 DO DO v NN 832 830 828 826 824 822 820 818 816 814 812 810 808 - 1U0 - vu - 8U -70 -60 -50 -40 -30 -20 -10 . CL +10 +20 +30 +40 +50 +60 IHERE OR UN HIS PLAN, CA]IF PRPP D "�' ® MRW BOLTON Sc MEN K, 1P4 CITY. O F COTTAG E G ROVE, M I N N ESOTA BY ERE ORUNDE M h1Y 010.Et1 SUPER ANDTf4 ON AD AD ULYUQMED SHEET PROEE5510N/LENGINEER UNDER THE IAWSOETHESTATEDF NiNilE50TA Consulting Engineers & Surveyors EASTPOINT DOUGLAS ROAD UTILITYAND STREET IMPROVEMENTS -PHASE 1 29 �Y/�W.►� MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF �RoRon &Mack lnc 2013,AIIRight,Rae l MICHAEL J. BOEX « CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD H: \COII\N15ID4975 \C3G\IM975C701.dng 2 /13/2013 2 3 657PM 44576 02/20/2013 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180 112 - 53 -VU -5V -bu -/U -bU -S0 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 832 830 828 826 824 822 820 818 816 814 812 810 808 - 1U0 - vu - 8U -70 -60 -50 -40 -30 -20 -10 . CL +10 +20 +30 +40 +50 +60 IHERE OR UN HIS PLAN, CA]IF PRPP D "�' ® MRW BOLTON Sc MEN K, 1P4 CITY. O F COTTAG E G ROVE, M I N N ESOTA BY ERE ORUNDE M h1Y 010.Et1 SUPER ANDTf4 ON AD AD ULYUQMED SHEET PROEE5510N/LENGINEER UNDER THE IAWSOETHESTATEDF NiNilE50TA Consulting Engineers & Surveyors EASTPOINT DOUGLAS ROAD UTILITYAND STREET IMPROVEMENTS -PHASE 1 29 �Y/�W.►� MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF �RoRon &Mack lnc 2013,AIIRight,Rae l MICHAEL J. BOEX « CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD H: \COII\N15ID4975 \C3G\IM975C701.dng 2 /13/2013 2 3 657PM 44576 02/20/2013 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180 112 - 53 -VU -5V -bu -/U -bU -S0 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 83 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 83 82 8 82 82 82 82 81 81 814 812 810 808 832 830 828 826 824 822 820 818 816 814 812 810 808 830 828 826 824 822 820 818 816 814 812 810 808 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 832 0 83( PE 82£ 6 82( 4 82 i i 2 � 82: 0 - -- 82( - -- 8 --- - - - - -- 81E 43 6 — 81E 814 812 81( v U6 tiN 00 00 80E -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 832 40: 83( PE 82E 82E i 824 i � 822 � 39 82C -- — RAN 818 43 816 814 812 810 vi CO 00 808 40-50 PE -84 i -39 RAN 2 0 44 12 4 0 Vi N N N W W 832 830 828 826 824 822 820 818 816 814 812 810 806 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 IN PER CERTIFY THAT THIS PIAN, SPEC] F ICNgN,OR REPOItEWAi PRFPA0.ED MRw BOLTON �c M E N K, 1 N C. " "_ BY DATE CITY OF COTTAGE GROVE, MINNESOTA SHEET BY NE OR UNDER MY DIRECTSUPERVISMN PNDTI1TIAlAADULYU¢MED - - PROFESSIONAL ENGINEER UND THE V �,f�,/lY /�I /v- I�I /// /' Consulting. Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREETIMPROVEMENTS- PHASEI 30 MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF PWI.n &Mark, Inc 2013, All Rtghls Peeved MICHAELJ. BOEX E_® CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD s3 H.\- TT\N15104975 \C3D\30497SC701.dwg 2113/20T3 297s5 PM 44576 02/20/2013 M7B ROCHESTER, MN SPENCER, IA S.A.P. 180 112 - 010 41 s ss, 40-50 PE -84 i -39 RAN 2 0 44 12 4 0 Vi N N N W W 832 830 828 826 824 822 820 818 816 814 812 810 806 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 IN PER CERTIFY THAT THIS PIAN, SPEC] F ICNgN,OR REPOItEWAi PRFPA0.ED MRw BOLTON �c M E N K, 1 N C. " "_ BY DATE CITY OF COTTAGE GROVE, MINNESOTA SHEET BY NE OR UNDER MY DIRECTSUPERVISMN PNDTI1TIAlAADULYU¢MED - - PROFESSIONAL ENGINEER UND THE V �,f�,/lY /�I /v- I�I /// /' Consulting. Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREETIMPROVEMENTS- PHASEI 30 MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF PWI.n &Mark, Inc 2013, All Rtghls Peeved MICHAELJ. BOEX E_® CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD s3 H.\- TT\N15104975 \C3D\30497SC701.dwg 2113/20T3 297s5 PM 44576 02/20/2013 M7B ROCHESTER, MN SPENCER, IA S.A.P. 180 112 - 010 832 830 828 826 824 822 820 818 816 814 812 810 806 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 IN PER CERTIFY THAT THIS PIAN, SPEC] F ICNgN,OR REPOItEWAi PRFPA0.ED MRw BOLTON �c M E N K, 1 N C. " "_ BY DATE CITY OF COTTAGE GROVE, MINNESOTA SHEET BY NE OR UNDER MY DIRECTSUPERVISMN PNDTI1TIAlAADULYU¢MED - - PROFESSIONAL ENGINEER UND THE V �,f�,/lY /�I /v- I�I /// /' Consulting. Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREETIMPROVEMENTS- PHASEI 30 MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF PWI.n &Mark, Inc 2013, All Rtghls Peeved MICHAELJ. BOEX E_® CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD s3 H.\- TT\N15104975 \C3D\30497SC701.dwg 2113/20T3 297s5 PM 44576 02/20/2013 M7B ROCHESTER, MN SPENCER, IA S.A.P. 180 112 - 010 828 826 824 822 820 818 816 814 812 810 808 830 828 826 824 822 820 818 816 814 812 810 808 832 830 828 826 824 822 820 818 816 814 812 810 808 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 82C 81E 2 2 42 81E 812 81C Iri LEi C0 °p 802 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 83C PE 41--50 822 _g6 82E 824 822 - 4 82C \ RjW 818 2 a 42 - -- - - -- - - --- - - -- — Sifi 814 812 V 81C vi u; c-I cH 808 41-25 PE RP V i i / 4 - - -- 2 43 m Ili � tiN ao 00 832 830 828 826 824 822 820 818 816 814 812 810 808 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 .+50 +60 (HEREBYCERTFYTHAT THISPLA SPECIFI <ATION,ORREFORFWASPREPARED °m MRW BO LT'O N 8c M EN K, 1 N C. R" BY °" CITY OF COTTAGE GROVE, MINNESOTA SHEET BY ME OR UNDER MY DIRECT SUPERVIBIONN{D3HATIAMADULY UfFtBFD PROFESSIONAL ENGM EER UNDER THE LALYS OFTHESTAT DE.HNESOiA 31 Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 �Y(ltFy MRW MANKATO, MN FAIRMONT, MN SLEEPYEYE,MN WILLMAR, MN BURNSVILLE, MN OF MICHAEL(. BOER CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD JB°Iton &Malk,lm 2013, All Rights RS d 44576 02/20 MJB ROCHESTER, MN SPENCERJA 53 HACOTI\N 15104975 \C3D\104975C701.dn8 2/131201323732PM S.A.P. 180- 112 -010 41 PE 8 82E -86 82E 824 i / -41 822 41-25 PE RP V i i / 4 - - -- 2 43 m Ili � tiN ao 00 832 830 828 826 824 822 820 818 816 814 812 810 808 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 .+50 +60 (HEREBYCERTFYTHAT THISPLA SPECIFI <ATION,ORREFORFWASPREPARED °m MRW BO LT'O N 8c M EN K, 1 N C. R" BY °" CITY OF COTTAGE GROVE, MINNESOTA SHEET BY ME OR UNDER MY DIRECT SUPERVIBIONN{D3HATIAMADULY UfFtBFD PROFESSIONAL ENGM EER UNDER THE LALYS OFTHESTAT DE.HNESOiA 31 Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 �Y(ltFy MRW MANKATO, MN FAIRMONT, MN SLEEPYEYE,MN WILLMAR, MN BURNSVILLE, MN OF MICHAEL(. BOER CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD JB°Iton &Malk,lm 2013, All Rights RS d 44576 02/20 MJB ROCHESTER, MN SPENCERJA 53 HACOTI\N 15104975 \C3D\104975C701.dn8 2/131201323732PM S.A.P. 180- 112 -010 832 830 828 826 824 822 820 818 816 814 812 810 808 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 .+50 +60 (HEREBYCERTFYTHAT THISPLA SPECIFI <ATION,ORREFORFWASPREPARED °m MRW BO LT'O N 8c M EN K, 1 N C. R" BY °" CITY OF COTTAGE GROVE, MINNESOTA SHEET BY ME OR UNDER MY DIRECT SUPERVIBIONN{D3HATIAMADULY UfFtBFD PROFESSIONAL ENGM EER UNDER THE LALYS OFTHESTAT DE.HNESOiA 31 Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 �Y(ltFy MRW MANKATO, MN FAIRMONT, MN SLEEPYEYE,MN WILLMAR, MN BURNSVILLE, MN OF MICHAEL(. BOER CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD JB°Iton &Malk,lm 2013, All Rights RS d 44576 02/20 MJB ROCHESTER, MN SPENCERJA 53 HACOTI\N 15104975 \C3D\104975C701.dn8 2/131201323732PM S.A.P. 180- 112 -010 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 83 82 82 82 4 82 82 81 8 81 81 81 81 0 808 83 828 826 824 822 820 818 816 814 812 810 808 0 8 PE 42- 25 -87 6 � i 2 R -42 0 RPN 42 - -- —` 2 NN 00 � -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 0 42 00 PE - 87 i / -42 42 O w l NN m o0 830 828 826 824 822 820 818 816 814 812 810 808 830 828 826 824 822 820 818 816 814 812 810 808 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 MRw BOLTON Sc M E N K, 1 N C. " eP CITY OF COTTAGE GROVE, MINNESOTA SHEE7 ROIONALE ENGINE E WRECTSUPERVISIOPI ANOTINTIA . Y1KE!♦SEO P 0.0FESS ENOIE UNDER THE IAYJS OFTHESEATEOF 49N11ESOTA 32 Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF MICHAEL BOEX E_� CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD �H.AW j5jo49,75\C30\100975 2/2013, AIIR7C /01.d Ol.dwg 2/ I . 13j101323824 PM 44576 02� 20� �w S.A.P. 180- 112 -010 2013 MJB ROCHESTER, MN SPENCER, 53 {COTE\N15 ]049 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 830 828 826 824 822 820 818 816 814 812 810 808 830 828 826 824 822 820 818 816 814 812 810 808 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 MRw BOLTON Sc M E N K, 1 N C. " eP CITY OF COTTAGE GROVE, MINNESOTA SHEE7 ROIONALE ENGINE E WRECTSUPERVISIOPI ANOTINTIA . Y1KE!♦SEO P 0.0FESS ENOIE UNDER THE IAYJS OFTHESEATEOF 49N11ESOTA 32 Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF MICHAEL BOEX E_� CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD �H.AW j5jo49,75\C30\100975 2/2013, AIIR7C /01.d Ol.dwg 2/ I . 13j101323824 PM 44576 02� 20� �w S.A.P. 180- 112 -010 2013 MJB ROCHESTER, MN SPENCER, 53 {COTE\N15 ]049 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 826 826 43 82 4 824 R/VJ 82 2 - 822 82 0 820 81 8 R/W 81 6 816 81 4 --- -- "_ 814 81 81 0 °' 810 80 8 ao 826 826 824 824 822 "4 822 820 818 R � 818 816 816 814 814 812 810 810 808 808 826 826 824 822 R 822 820 818 R 818 816 816 814 814 812 810 808 808 806 806 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 826 826 824 824 822 822 820 820 818 818 816 816 814 814 812 812 810 810 808 808 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 WDIREUSUPEVISION „ TIAMLY OR UH DFRRVISION M'OT141TI Ah1A WLYU�MFO BYMEPROEESSIONAL MRW p � BOLTON CX M E N K, I N C. �' ee Hart - CITY OF COTTAGE GROVE, MINNESOTA SHEET GINEEt4DE DER THE LAW5OFl1iE5TAtECf N�NNF50TA F NGIHEE R U UN ��JJI�•� Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 33 MRw MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAN MN BURNSVILLE, MN OF MICHAEL J. BOER '�`� CROSS SECTIONS - EAST POINT DOUGLAS ROAD 9)WtM &MWklx 2D13,AIIRight,P and CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AME5, IA 53 H:\ GATT\N15104975 \C3D\104975C70Ldn 7113/201323927PM 44576 02/20/2013 - MJB ROCHESTER, MN SPENCER, IA S.A.P. 180- 112-010 2 812 u; r; 'H 'H 0o -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 808 43 50 R/W 820 _ 43 \� — -- -- — — 812 ri eH 00 °° -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 43 25 824 -43 820 _ 43 � -- -- — - � •s - - -- - - - -- — / - -- - - - -- - - -- - - -- �- — 812 810 NN m m 43 00 R -43 R � I ' -2. 43 0 NN w co 43 00 R -43 R � I ' -2. 43 0 NN w co 826 44 50 826 44 82a az4 R/W 822 R/W 822 82D — — R/W 818 820 818 J, 816 a R/W 814 � - - -- — - 812 � — m` w 816 � 810 810 - - -- = - - -��� 808 — 808 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 826 826 824 812 824 822 822 820 Nti 0o m 820 818 818 816 816 S14 814 812 812 810 810 808 808 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 826 826 824 824 822 822 820 820 818 818 816 816 814 814 812 812 810 810 808 808 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 826 826 44-00 82a 824 R/W 822 43 822 820 820 — R/W 818 / 818 816 — — — — — — - 816 i 814 — - - -- - - -- - - - -- - - \ 814 - - -- — -- �� 812 812 810 V 810 n N N 808 DO W 8D8 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 II RIO YCERTIFY— TEUSPIRUSPECI -1,piPEPQTTWASPRFPARED BYMEDR UNDER MY DIRECTSUPERV1S10NAHDTH1TIWAdRYU [f= a MRW �, /+ BO LTO N 8c M E N K II II V tr. RT CITY OF COTTAGE GROVE MINNESOTA t SHEET PADFESSIDNAIEN61PoEfRUfIDERTHEIAWSOFTIESTATEDfNINNESOTA Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASE 1 34 MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF r4t^^^� 1. L CROSS SECTIONS - EAST POINT DOUGLAS ROAD P.n MICHAEL BOEX CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA 53 " 20 H {COTTW 1 53049]E\ C30\jO4975C7O1 .dng 049]SC]Ol 2/ 13/20132y2A3PM 44576 02 20 2013 / / ROCHESTER, MN SPENCER, IA S,A.P. 180- 112 -010 44 50 R/Vd -43 -43 -43 R/W 822 — — R/W 820 J, a R/W � - - -- — - � — m` w 816 � - - -- = - - -��� — 814 812 Nti 0o m 44 50 R/Vd -43 -43 — R/W — — R/W a 44 25 R/W -43 — — R/W m` w 824 822 820 818 816 814 812 810 808 806 826 824 822 820 818 816 814 812 810 808 806 804 824 822 820 818 816 814 812 810 808 806 804 8 6 824 822 820 818 816 814 812 810 808 806 804 824 822 820 818 816 814 812 810 808 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 806 826 824 822 820 818 816 814 812 810 808 806 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 804 826 +20 +30 +40 +50 +60 WAS D I HER ED T TN IS PIAN, SPEOFIRAINNI. OR RE . PREPARE DV C FY TIN OR UNDER SUPERY1510N R DYME MY DIRECE ANDNTIAMADULYUQf6ED ® MRW BO LTO N S[ M E N K, ' II V � R . 45-75 DAE CITY OF COTTAGE GROVE MINNESOTA SHEET _ PROFESSIONAL ENGINEER UNDERTHEIAWSOFiFESTAlEOFMaNNE50TA 35 R/W -43 Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASEI U� '7^' MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF MICHAEL J BOEX C� CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD 101 Right, JBOlton & 0497 2/ H: \COT7W1514497 \ C30\70g975C703Ag 104975 13/20132:42ASPM -- 44576 � 02/20/2013 M1B ROCHESTER, MN SPENCER, IA S.A.P. 180- 112-010 53 2 - 2 R R/W /W 51 \ - -- ------------ - --- — E: NN ao 00 00 0 826 824 822 820 818 816 814 812 810 808 806 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 804 826 826 824 822 820 818 816 814 812 810 808 806 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 804 2 +20 +30 +40 +50 +60 WAS D I HER ED T TN IS PIAN, SPEOFIRAINNI. OR RE . PREPARE DV C FY TIN OR UNDER SUPERY1510N R DYME MY DIRECE ANDNTIAMADULYUQf6ED ® MRW BO LTO N S[ M E N K, ' II V � R . 45-50 DAE CITY OF COTTAGE GROVE MINNESOTA SHEET _ PROFESSIONAL ENGINEER UNDERTHEIAWSOFiFESTAlEOFMaNNE50TA 35 R/W -43 Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASEI U� '7^' MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF MICHAEL J BOEX C� CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD 101 Right, JBOlton & 0497 2/ H: \COT7W1514497 \ C30\70g975C703Ag 104975 13/20132:42ASPM -- 44576 � 02/20/2013 M1B ROCHESTER, MN SPENCER, IA S.A.P. 180- 112-010 53 2 R R/W R \ - -- n v 0 � NN w o0 w N W 00 00 826 824 822 820 818 816 814 812 810 808 806 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 804 2 826 824 822 820 818 816 814 812 810 808 806 804 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 WAS D I HER ED T TN IS PIAN, SPEOFIRAINNI. OR RE . PREPARE DV C FY TIN OR UNDER SUPERY1510N R DYME MY DIRECE ANDNTIAMADULYUQf6ED ® MRW BO LTO N S[ M E N K, ' II V � R . 45-25 DAE CITY OF COTTAGE GROVE MINNESOTA SHEET _ PROFESSIONAL ENGINEER UNDERTHEIAWSOFiFESTAlEOFMaNNE50TA 35 R/W -43 Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASEI U� '7^' MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF MICHAEL J BOEX C� CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD 101 Right, JBOlton & 0497 2/ H: \COT7W1514497 \ C30\70g975C703Ag 104975 13/20132:42ASPM -- 44576 � 02/20/2013 M1B ROCHESTER, MN SPENCER, IA S.A.P. 180- 112-010 53 2 R R/W n v � NN w o0 w N W 826 824 822 820 818 816 814 812 810 808 806 804 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 WAS D I HER ED T TN IS PIAN, SPEOFIRAINNI. OR RE . PREPARE DV C FY TIN OR UNDER SUPERY1510N R DYME MY DIRECE ANDNTIAMADULYUQf6ED ® MRW BO LTO N S[ M E N K, ' II V � R . 45-00 DAE CITY OF COTTAGE GROVE MINNESOTA SHEET _ PROFESSIONAL ENGINEER UNDERTHEIAWSOFiFESTAlEOFMaNNE50TA 35 R/W -43 Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASEI U� '7^' MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF MICHAEL J BOEX C� CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD 101 Right, JBOlton & 0497 2/ H: \COT7W1514497 \ C30\70g975C703Ag 104975 13/20132:42ASPM -- 44576 � 02/20/2013 M1B ROCHESTER, MN SPENCER, IA S.A.P. 180- 112-010 53 2 R/W M v n W N W N W 826 824 822 820 818 816 814 812 810 808 806 804 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 WAS D I HER ED T TN IS PIAN, SPEOFIRAINNI. OR RE . PREPARE DV C FY TIN OR UNDER SUPERY1510N R DYME MY DIRECE ANDNTIAMADULYUQf6ED ® MRW BO LTO N S[ M E N K, ' II V � R . Dr DAE CITY OF COTTAGE GROVE MINNESOTA SHEET _ PROFESSIONAL ENGINEER UNDERTHEIAWSOFiFESTAlEOFMaNNE50TA 35 4 ii_ /)Q Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASEI U� '7^' MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF MICHAEL J BOEX C� CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA CROSS SECTIONS - EAST POINT DOUGLAS ROAD 101 Right, JBOlton & 0497 2/ H: \COT7W1514497 \ C30\70g975C703Ag 104975 13/20132:42ASPM -- 44576 � 02/20/2013 M1B ROCHESTER, MN SPENCER, IA S.A.P. 180- 112-010 53 2S5V 828 826 824 822 820 818 816 814 812 828 826 824 822 820 818 816 814 812 810 808 826 824 822 820 818 816 814 812 810 808 806 826 824 822 820 818 816 814 812 810 808 806 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 828 826 824 822 820 818 816 814 812 810 808 826 824 822 820 818 816 814 812 810 808 806 826 824 822 820 818 816 814 812 810 808 806 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 1 HEREBY CERTGY THATTHIS PIAN, SPFCIfVAIpN,ORR RfNRIWAS PRERAAED RYH.F IRECT OR UNDER MY D SUPEAVISIDN ANDTH4TIANIADULYUD ]SfD "" MRw BOLTON 8t. M E N K, 1 N 46-50 48-25 CITY OF COTTAGE GROVE , MINNESOTA SHEET PROFESSIONAL ENGINE UNfAN50FTlE STATEOF MINNE50fA WN Consulting Engineers & Surveyors 828 EAST POINT DOUGLAS ROAD UTILITY AND STREETIMPROVEMENTS - PHASEI 36 MRW MANKATO, T, MN SLEEPY EYE, MN WILLMAN MN BURNSVILLE, MN MN FAIRMON CROSS SECTIONS - EAST POINT DOUGLAS ROAD. OF IJ &Mfnk, lnc MICHAEL J. BOEX E« CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA 53 Bolton 2013,AIIRtgIN, ¢ ed H: \COT"15104975 \C3D\504975C701fitg 2/13/201323B:14PM R/W -43 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180-112-010 826 -- R - -- -- - -- 10 -�.-- _ 2 ° ` m ° R/W 54 824 _ fw 822 - - _ R/W N - -- — 2.1% 2 — -- N W N 00 56 82C 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 46-25 R/W -43 ` - - -" - --- - .._. -- _ - - r- - ._ _ 816 R/W 53 u 814 00 N 00 N °° 812 828 826 824 822 820 818 816 814 812 810 808 826 824 822 820 818 816 814 812 810 808 806 826 824 822 820 818 816 814 812 810 808 806 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 1 HEREBY CERTGY THATTHIS PIAN, SPFCIfVAIpN,ORR RfNRIWAS PRERAAED RYH.F IRECT OR UNDER MY D SUPEAVISIDN ANDTH4TIANIADULYUD ]SfD "" MRw BOLTON 8t. M E N K, 1 N 46-50 CITY OF COTTAGE GROVE , MINNESOTA SHEET PROFESSIONAL ENGINE UNfAN50FTlE STATEOF MINNE50fA WN Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREETIMPROVEMENTS - PHASEI 36 MRW MANKATO, T, MN SLEEPY EYE, MN WILLMAN MN BURNSVILLE, MN MN FAIRMON CROSS SECTIONS - EAST POINT DOUGLAS ROAD. OF IJ &Mfnk, lnc MICHAEL J. BOEX E« CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA 53 Bolton 2013,AIIRtgIN, ¢ ed H: \COT"15104975 \C3D\504975C701fitg 2/13/201323B:14PM R/W -43 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180-112-010 -- - -- -- - -- _ -_ - --. -�.-- _ 2 R/W 54 N N W N 00 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 46-25 R/W -43 - - -" - --- - .._. -- _ - - r- - ._ _ R/W 53 rn ro � -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 46-00 RAN -43 - 2 LD N w ti m 828 826 824 822 820 818 816 814 812 810 808 826 824 822 820 818 816 814 812 810 808 806 826 824 822 820 818 816 814 812 810 808 806 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 1 HEREBY CERTGY THATTHIS PIAN, SPFCIfVAIpN,ORR RfNRIWAS PRERAAED RYH.F IRECT OR UNDER MY D SUPEAVISIDN ANDTH4TIANIADULYUD ]SfD "" MRw BOLTON 8t. M E N K, 1 N CITY OF COTTAGE GROVE , MINNESOTA SHEET PROFESSIONAL ENGINE UNfAN50FTlE STATEOF MINNE50fA WN Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREETIMPROVEMENTS - PHASEI 36 MRW MANKATO, T, MN SLEEPY EYE, MN WILLMAN MN BURNSVILLE, MN MN FAIRMON CROSS SECTIONS - EAST POINT DOUGLAS ROAD. OF IJ &Mfnk, lnc MICHAEL J. BOEX E« CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA 53 Bolton 2013,AIIRtgIN, ¢ ed H: \COT"15104975 \C3D\504975C701fitg 2/13/201323B:14PM 44576 02/20/2013 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180-112-010 OJL 830 828 826 824 822 820 818 816 814 812 830 828 826 824 822 820 818 816 814 812 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 832 832 I ERE ORUND `YTHATT" TSUPER " DNANDT ATIAMAOILYI FED DY NEDRHNDERh1Y DIRECT DER TH E LAV5 OF1H NDTESTIPMAWLYUCFISED TATEOF NdHNE5OT0. P OFESSIDNAL EH6IH EER UN UNDER THE a \'l5ES �Q,,,�, •+'YO MRw BO LTO N 8c M E N K, I N C. Consulting Engineers & Surveyors MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA ROCHESTER, MN SPENCER, IA CITY OF COTTAGE GROVE, MINNESOTA EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS - PHASEI SHEET 37 OF 53 "' MRw 49-25 49 MICHAEL J BOEX 44576 02/20/2013 DATE E— M1B CROSS SECTIONS - EAST POINT DOUGLAS ROAD S.A.P. 180- 112 -010 830 830 828 R/W - 102 828 826 826 _ fV N N N 00 824 ^� 824 822 —__ — — _ a _ 57 822 $20 820 57 — — 818 o - - 818 816 � N m� ° 816 814 0 14 N a0 r N 00 814 812 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 . +30 +40 +50 +60 812 -110 -100 -9U -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +4U +SU +6U JRORwi &h1 2013, Al Rights vg 71 13/2013 2T133]PIA H:\ COT7 \N15104975\ C3D\104975C/Oldrrg 2/4975 \ I ERE ORUND `YTHATT" TSUPER " DNANDT ATIAMAOILYI FED DY NEDRHNDERh1Y DIRECT DER TH E LAV5 OF1H NDTESTIPMAWLYUCFISED TATEOF NdHNE5OT0. P OFESSIDNAL EH6IH EER UN UNDER THE a \'l5ES �Q,,,�, •+'YO MRw BO LTO N 8c M E N K, I N C. Consulting Engineers & Surveyors MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA ROCHESTER, MN SPENCER, IA CITY OF COTTAGE GROVE, MINNESOTA EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS - PHASEI SHEET 37 OF 53 "' MRw 49-25 MICHAEL J BOEX 44576 02/20/2013 DATE E— M1B CROSS SECTIONS - EAST POINT DOUGLAS ROAD S.A.P. 180- 112 -010 fV N .m —__ — - 57 o - - � N m� 0 N N DD N N � -110 -100 -9U -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +4U +SU +6U JRORwi &h1 2013, Al Rights vg 71 13/2013 2T133]PIA H:\ COT7 \N15104975\ C3D\104975C/Oldrrg 2/4975 \ I ERE ORUND `YTHATT" TSUPER " DNANDT ATIAMAOILYI FED DY NEDRHNDERh1Y DIRECT DER TH E LAV5 OF1H NDTESTIPMAWLYUCFISED TATEOF NdHNE5OT0. P OFESSIDNAL EH6IH EER UN UNDER THE a \'l5ES �Q,,,�, •+'YO MRw BO LTO N 8c M E N K, I N C. Consulting Engineers & Surveyors MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA ROCHESTER, MN SPENCER, IA CITY OF COTTAGE GROVE, MINNESOTA EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS - PHASEI SHEET 37 OF 53 "' MRw MICHAEL J BOEX 44576 02/20/2013 DATE E— M1B CROSS SECTIONS - EAST POINT DOUGLAS ROAD S.A.P. 180- 112 -010 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 OJ4 83 830 828 826 824 822 820 818 816 IN 832 830 828 826 824 822 820 818 816 814 832 830 828 826 824 822 820 818 g 8 1 1 Q 6 834 832 830 828 826 824 822 820 818 816 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 814 2 R/W N . - o qw 57 N 0 vv DO 00 N 00 T O U 501-00 o� -103 N m — — R/W ri N I QD O N N W W -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 INEREBY EERTIFYTIN ISPIAN, SPECIFICATION ORRFPORTWASPFFPARED DF51¢:m BY ME OR UNDER MY DIR— SUPERNISIONANDTNiT I AMAOULYU -600 MRW BOLTON Sc M E N K, N C. PROFESSIONAL EN6IN EE UNIAWS OFTtffSTATEOF M41160TA Consulting Engineers & Surveyors MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN MICHAELJ. BOER CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA h e 2113/20132A425PM 44576 02/2012013 MJB ROCHESTER, MN SPENCER, IA DAE CITY OF COTTAGE GROVE, MINNESOTA EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 CROSS SECTIONS - EAST POINT DOUGLAS ROAD S.A.P. 180-112-010 SHEET 38 OF 53 -11U -IUU -BU -8U -/U -bU -SU -4U -3U -2U _1U LL +1U +2U . +3U +4U +bU +bU 50--25 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 INEREBY EERTIFYTIN ISPIAN, SPECIFICATION ORRFPORTWASPFFPARED DF51¢:m BY ME OR UNDER MY DIR— SUPERNISIONANDTNiT I AMAOULYU -600 MRW BOLTON Sc M E N K, N C. PROFESSIONAL EN6IN EE UNIAWS OFTtffSTATEOF M41160TA Consulting Engineers & Surveyors MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN MICHAELJ. BOER CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA h e 2113/20132A425PM 44576 02/2012013 MJB ROCHESTER, MN SPENCER, IA DAE CITY OF COTTAGE GROVE, MINNESOTA EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE 1 CROSS SECTIONS - EAST POINT DOUGLAS ROAD S.A.P. 180-112-010 SHEET 38 OF 53 -11U -IUU -BU -8U -/U -bU -SU -4U -3U -2U _1U LL +1U +2U . +3U +4U +bU +bU 838 838 51 25 836 836 834 Im 49 834 832 832 83D Ui 830 828 828 826 826 R/4V 824 824 822 822 820 820 818 0 818 816 816 _100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 838 838 51 83 836 83 4 834 832 832 83 830 828 828 826 826 R/VJ 824 824 822 822 820 820 $$ $ 83S 838 836 836 834 834 832 832 830 830 828 828 826 826 824 824 822 822 82D 820 818 818 816 816 814 814 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 838 838 50--50 836 836 834 834 R/W 832 � u? 832 V� 830 830 828 _ _ _ -- 828 826 — — - _ - - -- - - - --- - 826 824 _ _ R 824 822 822 \`_ 820 -- —� — 820 � N N 818 818 v �r N N 816 CO W 816 _110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 a M E UE U ATION. EIMA TPWASPREP D BY E R D N ND NDE ENGINEER R14YDI EU E RVISION PADNE5TIPMfN'W1EFME GvD MRW BOLTON SL M E N K � I N C. FV BP DAZE CITY OF COTTAGE GROVE, MINNESOTA SHEET UND RTNE PRDFESSIONAI EHGIN EE0. UNDER Aii_ /� Q� , ��J/pM.+� x" A THE fAWSOPTfESEATEaPhYM1ES010. �., Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE I 39 °'�`"' MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF MICHAELI. BOEX CROSS SECTIONS — EAST POINT DOUGLAS ROAD R P Itm &Mm kAm 2013,A]RlghtsPS d CHASKA, AN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES IA 53 N: \COTT\N15 104975 \C3D\104975C70t.dn 2/13/20132:4512PFA 44576 02/20/2013 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180- 112 -010 6 /W -49 0 N ul N N _ a0 a0 SD 75 R/VV \ R 56 0 vi Ui N N 00 00 49 R/4V 0 N 00 N 00 6 /W -49 0 N ul N N _ a0 a0 SD 75 R/VV \ R 56 0 vi Ui N N 00 00 840 840 52 838 180 - 112 - 010 838 836 836 834 2 834 832 - o \ � 56 832 830 0 0 830 828 N W N 00 N N 828 826 826 824 824 822 822 820 820 818 818 816 00 00 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 816 838 836 834 832 830 828 826 824 822 820 818 816 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 840 S1 180 - 112 - 010 2 \ � 56 0 0 N W N 00 N N -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 840 S1 840 838 836 834 832 830 828 826 824 822 820 818 816 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 IHEREDP EE R„`.' HA' TMIS° IAH" s °` °`I�„mN "DflREn.DRTP`AS°ft`°� I `" m MRw BOLTON 8c M E N K N CITY OF COTTAGE GROVE, MINNESOTA SHEET BV ME Ofl UH DER Att DIRECT SURERVISION ANDTHITIAMA WLPUCFMEO R0.DEE$$IOHAl EN61N EE0. UNDER THEIAIVS OFTESiATEOF NINNESOIA � 40 Aii_ �Q�„�., "`" Consulting Engineers & Surveyors EAST POINT DOUGLAS ROADUTILITYANDSTREETIMPROVEMENTS - PHASEI ��//lN.►� ��`7"'' MRW MANKATO, MN EAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF JBOif°n &Mmk,irc. 2013, All Rights RaerEd MICHAEL I. BOER CHASYJ` MN RAMSEY MN MAPLEWOOD, MN BAXTER MN AMES, la CROSS SECTIONS - EAST POINT DOUGLAS ROAD 53 H:\ C0TiW151049I5 \C30\709975C101Arvg 2113/20132:4542PM - 44576 02/20/2013 M18 ROCHESTER, MN SPENCER, IA S.A.P. 180 - 112 - 010 2 56 0 N W N 00 840 838 836 834 832 830 828 826 824 822 820 818 816 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 IHEREDP EE R„`.' HA' TMIS° IAH" s °` °`I�„mN "DflREn.DRTP`AS°ft`°� I `" m MRw BOLTON 8c M E N K N CITY OF COTTAGE GROVE, MINNESOTA SHEET BV ME Ofl UH DER Att DIRECT SURERVISION ANDTHITIAMA WLPUCFMEO R0.DEE$$IOHAl EN61N EE0. UNDER THEIAIVS OFTESiATEOF NINNESOIA � 40 Aii_ �Q�„�., "`" Consulting Engineers & Surveyors EAST POINT DOUGLAS ROADUTILITYANDSTREETIMPROVEMENTS - PHASEI ��//lN.►� ��`7"'' MRW MANKATO, MN EAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF JBOif°n &Mmk,irc. 2013, All Rights RaerEd MICHAEL I. BOER CHASYJ` MN RAMSEY MN MAPLEWOOD, MN BAXTER MN AMES, la CROSS SECTIONS - EAST POINT DOUGLAS ROAD 53 H:\ C0TiW151049I5 \C30\709975C101Arvg 2113/20132:4542PM - 44576 02/20/2013 M18 ROCHESTER, MN SPENCER, IA S.A.P. 180 - 112 - 010 V. 12' 2 I Precast invert must be 1/2 diameter of pipe and benches should be sloped 2 toward invert. CAST NG A 1 8 R 1 27" 1 7" R1755G 1 27 1 7 Manhole steps shall be placed so that offset vertical portion of cone is facing downstream. Neenah frame and type B cover or equal, lettered "Sanitary Sewer" with 2 concealed pick holes Minimum of 2, maximum of 5 HDPE adjustment rings Manhole steps, Neenah R1981J or equal, 16 on center. Aluminum steps approved. Precast invert required. Pipe shall be cut out flush with inside face of wall. NOTE: Kor -n -seal manhole or equal considered acceptable alternate. All dog houses shall be grouted on both inside and outside. Minimum thickness of precost base is 6" for 14' deep or less, and increases SECTION 1" in thickness for every 4' of depth Determined base on pipe size greater than 14'. STANDARD DETAILS L _ J � SANITARY SEWER JUNCTION MANHOLE �Co1 a Grov Lost Revision: Oily Plate No. June Zoos COTTAGE GROVE, MINNESOTA SAN - 48_SAN2.DWG DROP LID WATER Tyler No. 6860 Mueller No. H -10361 Bibby- Ste -Croix No. B -5160 7,5' Minimum cover required over top of water main. Grade TOP Tyler No. 6860 26" Mueller No. H -10361 26 Bibby- Ste -Croix No. VB502 27" EXTENSION Tyler No, 58 14 No. 59 18° No. 60 24 Mueller No. 58 14" No. 59 20° Bibby -Ste -Croix V8520 No. 57 9' VB521 No. 58 14" VB522 No. 59 20' VB523 No. 60 26" BOTTOM Tyler No. 6860 65° Mueller No. H -10351 65" Bibby -Ste -Croix No. VB516 60 BASE I Adjust top to 1/2" below grade. Box to be at to provide 12" of adjustment. Tyler No. 6860 Mueller No. H -10357 Bibby - Ste -Croix B -5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7' -6 extended, #6 round base Resilient Wedge Volvo Conforming to AWWA C- 509 -80 standards Provide Conductivity Strap (ty . ?. Minimum 1/16 "x34' Wide Flat Copper Strip. �;:':=•i %a:� 8" Conc. block STANDARD DETAILS Yd GATE VALVE AND BOX I Coltaae Grove Bonest INSTALLATION U; t Revls'an: City Plate N". June 2005 COTTAGE GROVE, MINNESOTA WAT - Revd M9 21- CASTING 1 " R1642B A 27" B 1 7" , 0 R1755G 18 27" 7" PLAN SECTION B3 D3 Neenah frame and cover or equal, lettered "Sanitary Sewer", with 2 concealed pick holes. Minimum of 2, maximum of 5 HOPE adjustment rings bell from PVC i o with Femco c E "A" Manhole steps, Neenah R1981J 81 uop(e a qua[ C E a -... or equal, 16' on center. q >° Aluminum steps opfroved. Manhole steps shall be placed so that offset vertical portion i Varies • of cone is facing downstream. 2 0 PVC? I B" DIP 5., C900 tee section Precast invert is required. Horseshoes filled : with concrete Pipe shall be cut out flush • mortar on all with inside face of wall. aw o sides (see detail o� coo NOTE: Kor -n -seal manhole or equal �o 1/2 DIG of pipe considered acceptable alternate. All dog houses shall be grouted on the inside and outside. Precast invert should be 1/2 diameter of Pipe and 21' benches sloped 2 toward Invert. 79" Minimum thickness of precast base is Precast 8 " -1/4 bend 6" for 14' deep or less, and increase integral with base section i" in thickness for every 4' of depth SECT 0 greater than 14' deep. into rol with base section Determined by pipe size STANDARD DETAILS C. of SANITARY SEWER DROP INLET MANHOLE � Co!taae Grove eonestroo '°�'° June 2005 COTTAGE GROVE, MINNESOTA f cla Plate H e SAN -4 48_SAN4.DW0 DROP LID wniER Ty No. ler No. 6 6860 Mueller No. H -- 10361 Bibby- Ste -Croix No. B -5160 7.5' Minimum cover required over top of'water main. Grade TOP Adjust top to 1/2" below Tyler No. 6850 26" grade. Box' to be set to Mueller No. H -10361 26° provide 12" of adjustment. Bibby - Ste -Croix No. VB502 27' Tyler No, 6850 Mueller No. H -10357 EXTENSION Bibby -Ste -Croix B -5001 Tyler No. 58 14 Gate valve box, screw type, No. 59 18" 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7' -6 extended, Mueller No. 58 14" No. 59 20" Bibby- Ste -Croix VB520 No. 57 9' VB521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26° BOTTOM Butterfly Valve (12" or larger) Tyler No, 6850 65" Dresser 450, Pratt Groundhog, Mueller No. H -10361 65" Kennedy, or equal. Bibby- Ste -Croix No. V8516 60" Provide Conductivity Strap (ty ?. Minimum 1/16 "x34 Wide End View Flat Copper Strip. 8' Cone. block STANDARD DETAILS ely ca BUTTERFLY VALVE AND BOX �taae Grove Bonestroo INSTALLATION June zoos COTTAGE GROVE, MINNESOTA City PI°te No. WAT -4 I NEREBY CERTIFYlf 1ATTN15 PLAN, SPEaFILATIDN ,CAREPOYIWASPPFPAPFD — RYME OR UNDER W DIREUSUPERVISION ANDTn1TIAMADULYIi (£M MRW PROFESSION/ L ENGINE UNDERTHE IAWSOF—STATEOFMINNESOTA �/� ' ! nN MRW MICHAEL J. BOEX 44576 02/20/2013 MIR Fiberglass hydrant flag (Hydrafinder) to be attached to hydrant with an existing flange bolt towards the back of the hydral Bottom flange of hydrant to be above ground a minimum distance of 2 ". Backfill to be tamped 1 Cubic Yard groveler crushed rock. Cover with polyethlene. Fiberglass hydrant flag (Hydrafinder) to be attached to hydrant with an existing flange bolt towards the back of the hydrof h! I PEI 0 1 6" 1/8 Ben 4 "x4" Vertical Tie all fittings with min. of two, 3/4' diam. rod: '4 "x4 "Thrust block 8" Concrete Block Provide Conductivity Strap (ty . Minimum 1/16 "x34' Wide Flat Copper Strip. All D,LP. watermain shall be wrapped with 8 mil plastic, including all mechanical joints. A I STANDARD DETAILS 4 F 1 HYDRANT DETAIL Bonestroo Last Revision: June Zoos COTTAGE GROVE, MINNESOTA 48— WATI.DWO NOTES: 1. Shope of back of buttress may very as long as pours against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle-0 equal to or larger than 45'. 3. Dimension AIA2,A3 should be as large as possible without interfering with MJ bolts. 4. -0 = 45' Minimum. 5. Place polyethylene between concrete & pipe. -G — see n Tie all fittings with min. of two, 3/4' diam. rod Bottom flange of hydrant to be above ground a minimum distance of 2 ". Backfill to 3' be tamped 1 Cubic Yard gravelor crushed rock, Cover with polyethlene. 4 "x4" Vertical ' " "x4" Thrust block 8" Concrete Block Provide Conductivity strap (typ.) Min. 1/16 "0 /4" Wide Flat Copper Sir ( CEYU g � STANDARD DETAILS Y °I g Cotta e Grove J HYDRANT DETAIL (v7�If�Cdia e Grove Bonestroo WITH VERTICAL BEND " weio1 City Plots No. Lost Rerleion: C$y Plots N. WAT - June 2005 COTTAGE GROVE, MINNESOTA WAT -2 49_WAT2.drG BUTTRESS DIMENSIONS PIPE 221/2° BEND 45° BEND 90' BEND SIZE 81 D1 B2 D2 B3 D3 6" 1'-5" 1'-5" 1'-5" 1'-5" 2'-1" 1 -6• 8" 1'-5" 1'-5" 2'-1" 1'-6" 2 -e" 2' -8•• 12" 1'-10" 1'-10" 3'-4° 2'-0" 2'-6" 16" 3' 1" 2'-0° 3'-10" 3'-0" 6' -2" 3'-6" 20° 3'-6" 2'-8" S'-6' 3'-4" 8'-4" 4 -0• 24° 4' -4" 3' -0" 6' 10" 3'-10" 9'-8" 5' -0" 30" 9' -3" 6' -0" PLAN 90' BENDS e - see to A A 9t PLAN 45" BENDS Yadable 3' Min 9 — See note 4 CONCRETE SHALL BE ..• ,• A IN CONTACT WITH - g THIS QUADRANT sa 1•ea' A'. OF PIPE BEOUNG MATERl4L LIH STDRSED EARTH CONCREr SECTION A -A PLAN 22 11T BENDS T- Stylesteel fence post4'above grade (painted blue). — 15' Resilient Seated Valve - ANSI /AWWA C515 Waterous AFC 2500 A1) D.I. or Approved Equal. Strip. 3' -5' SPOOL 4 "x4" Marker — CI. 52 DIP Corporation5top STANDARD DETAILS DIP SERVICE OR DEAD END LINE J� Bonestroo Last Rev(si°n: June Zoos COTTAGE GROVE, MINNESOTA cry "f Collag Grove Nuae = 8 _ CITY OF COTTAGE GROVE, MINNESOTA EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASE 1 STANDARD DETAILS S.A.P. 180-112-010 SHEET 41 OF 53 1. 7' Minimum cover required over top of water main. 2. Install 1' corporation, curb stop and stand with 1" copper pig tail to 24 above grade. 3. All joints in the water lateral stub shall be restrained to the TEE. 4. Ta corporation stop at 23 pipe dia. in the plug STANDARD DETAILS �, f CONCRETE THRUST BLOCKING Collag Grove aonestroo """tee Lost Revision: June Zoos COTTAGE GROVE, MINNESOTA City Plate No. WAT -6 13 C3 LT N aL M E N K, 1 N C. Consulting Engineers & Surveyors MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA ROCHESTER, MN SPENCER, IA T- Stylesteel fence post4'above grade (painted blue). — 15' Resilient Seated Valve - ANSI /AWWA C515 Waterous AFC 2500 A1) D.I. or Approved Equal. Strip. 3' -5' SPOOL 4 "x4" Marker — CI. 52 DIP Corporation5top STANDARD DETAILS DIP SERVICE OR DEAD END LINE J� Bonestroo Last Rev(si°n: June Zoos COTTAGE GROVE, MINNESOTA cry "f Collag Grove Nuae = 8 _ CITY OF COTTAGE GROVE, MINNESOTA EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASE 1 STANDARD DETAILS S.A.P. 180-112-010 SHEET 41 OF 53 1. 7' Minimum cover required over top of water main. 2. Install 1' corporation, curb stop and stand with 1" copper pig tail to 24 above grade. 3. All joints in the water lateral stub shall be restrained to the TEE. 4. Ta corporation stop at 23 pipe dia. in the plug 24 ° 06" slab opening for Neenah Precast invert should be 1/2 R3290 –VB or equal diameter of pipe and benches sloped N O TE : di toward inv ert. 0 I 0 Vane Grate Shown Dimension from back of curb CASTING A 8 to center of pipe. fO Sae City Plate No. STO –e for ripmp placement. \ R1642 27" 7" ` 4' Dia. MH – 9' in from Back of Curb / 5' Dia. MH – 3' in from Back of Curb 6' Dia. MH – 3" behind Back of Curb / 7' Dia. MH – 9' behind Back of Curb ° Manhole steps shall be placed 8' Dia. MH – 15" behind Back of Curb Face of Curb —111"'� iv so that offset hole in lop slab is facing downstream. Direction of Flow Neenah VB casting or equal - No block structures ore allowed. with Vane a Grate. Anchor Clip PLAN � Minimum of 2, maximum of 5 ^ m Neenah frame and type B cover or 3 Radius //� HDPE adjustment rings PLAN PLAN equal lettered, "Storm Sewer', with ` 2 concealed pick holes. _ Minimum of 2, maximum of 5 10 ' ° ' G" precast reinforced concrete slab. No block structures are allowed. For 6' diem. Manhole an 8" HDPE adjustment rings Varies Top of barrel section under top slab precast slab is required. 12 ° -16" to have flat top edge sealed with 2 beads of Ramnek or equal. Catchbosin casting Grate to be 1" below Tie last 3 pipejoints. 6' Precast Reinforced Concrete Manhole Neenah R3290 -VB or equal use 2 tie bolt listeners Slab with #4 Bars at 5" o.c. Each Way Varies with Vane grate gutter grade. perjoint. Installat and 2 Bars at all Sides of Opening. - 3° radius curb box. 10' transition each 60 °from top or bottom m Precast concrete section side of cotchbasin. 6+ of t Top of barrel section below top slab P �' to have flat top edge seated with o a� Doghouses shall be grouted on both Minimum of 2, Top of Curb 2 heads of Ramnek or equal. •� 5" the outside and inside. maximum of 5 Varies •= „�- Manhole steps, Neenah R1981J m > HDPE adjusment Provide 3 anchor clips rings. Trash Guard to Flared Enn t o fasten ° A' i or equal, 16" on center. Manhole steps. Neenah R1981J or d Section. Aluminum steps ap P H Hot dip galvanize after fabrication. 5' P PP equal, 15" o.c., Aluminum steps 24" x 36" » -Varies approved. Precast 57 Varies Anchor both sides. •c 6 No block structures are allowed. 4^ I 3" Grout (3' -6" min) o Pipe shall be cut out flush Q4 Doghouses shall be ---I > 6 ". (4' -6" max) ISOMETRIC TRASH GUARD SIZING GIG with inside face of wall. '1 grouted on both the 2" t inside and outside. 6° Pipe Size Bar. 'H' Bolts m < Minimum slab thickness, 6" for 14' 12" -18" 3�4 "d 4" 5/8" Doghouses must be grouted depth. Increase thickness 1" for 21 " -42" 1 A 6" 3 {4" both inside and outside. - each 4' of depth greater than 14', SECTION 48 " - 72" 1 1/4 "0 12" 1 6 Minimum slab thickness is 6" for 14 depth. Increase thickness 1" for eve SECT O and reinforce with 6'x6" 10/10 mesh. ry 4' Grout bottom SEC 10 of deppth grter than 14', and reinforce *Determined b pipe size with 6' x ea 6 10/10 mesh. STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS Co-, of Cry of Cry d Cry or STORM SEWER JUNCTION MANHOLE Grove a CATCHBASIN MANHOLE 11 =9m; Cotag Grove CATCHBASIN Grove FLARED END SECTION Colag Grove WITH REINFORCED TOP SLAB " m° Bonestroo � I Bonestrao °^"»�' E troo AND TRASH GUARD a• ast Re "' MINNESOTA any P. N COTTAGE GROVE os1 Re " "en: MINNESOTA C STO t . N dune zoos COTTAGE GROVE, MINNESOTA C STO t eS - L..t R STO - 2005 COTTAGE GROVE, MINNESOTA Ci Plate No. June zoos COTTAGE GROVE STO - June zoos , 49_ST03.DWG 4a_sT04.DNG 45_ST05.DWG 49_STGTDWG B 4 "x3 "x3/8" L 0JMI STRUCTURE NOTES: L OIJtLET STRUCTURE SHALL BE Precast invert should be 1/2 4 1/2" ROUND BARS 1/2" STAINLESS REINFORCED P CONCRETE. diameter of pipe and benches sloped Precast invert should be 1/2 1� 8 4 1/2° O.C. STEEL ANCHOR I ED FABRICATION. 2" toward invert. diameter of pipe and benches sloped BOLTS 3. ALL ANCHOR BOLTS SRALL BE 1/2.0 2' toward invert. 0 �RIPRAP 5 5" S.S. EXP. ANCHORS W/ 4 MIN. EMBEDMENT. \ ..CASTING A B R 642 27° T A o A TOP VIEW Manhole steps shall be placed so that offset vertical portion of cone is facing downstream. 3' O O – 4 ".3'x3 /6' L 2 No block structures are allowed. N (3) 1/2' STAINLESS B PLAN— INVERT STEEL ANCHOR BOLTS Neenah frame and type B cover or 1/2' STAINLESS .PLAN e q ual 1 (9) 1/2' ROUND BARS 4•-1 1 1-- 4' STEEL ANCHOR Neenah R4342 casting or equal f 2 concealed let ihol 5awer, with 4 B 0 4 1/2" O.C. BOLTS 2 EACH 4,25" Minimum of 2, maximum of 5 1 /8' THIC 2 . SIDE For 6' diem. Manhole an B" HDPE adjustment rings 5D GALVANIZED No block structures are allowed. TOP VIEW precast slob is required. RIPRAP REQUIREMENTS o STEEL PLATE Grate Frame For 6' diem. Manhole 8" 6" Precast Reinforced Concrete Manhole 3 12" TO 3 6 to 12 CY CL2 PLAN NM GRATE DETAIL SKIMMER DETAIL precast slab is required. d. Slob with #4 Bars at 5' o.c. Each Way 36 TO 48" 23 to 36 CY C UNDER RIP RAP OR 2 Ram –Nek seal 21" TO 33" ' 14 to 20 CY CL IL —T- 3 FILTER BLANKET REQUIRED Norroswr Concrete stool grate frame and 2 –#4 Bars at all Sides of Opening. m 54" AND UP is pp and to CL. LAYERS OF EQUA MIRAFI 42" 6" Precast Reinforced Concrete Manhole Top of barrel section below top stab SEE GRATE DETAIL POND SLOPE or equivalent to have flat to ed a sealed with (One cubic yard is approximately 2,800 lbs.) FABRIC OR EQUAL ent 3, 3,5" T A• Slab with #4 Bars at 5' o.c. Each Way - P 9 ELEV 813.70 II and 2 -4 Bars at all Sides of Opening. 2 beads of Ramnek or equal. Varies Manhole steps, Neenah R1981J ELEV 813.20 [LEV 813.20 cc op of barrel section below top slab 12• -16 ° or equal, 16" on center. - to have flat top edge seated with Aluminum steps approved. 2 + RIPRAP 6 DIA. OPENIN iv N�" 24 2 beads of Ramnek or equal. S o ° Varies Manhole steps, Neenah R1981J or equal, * Yaries STEEL PLATE ^U 12 " -16 27 16' on center. Aluminum steps approved. •� Pipe shall be cut out flush (SEE SKIMMER DETAIL) '., u? 16° RCP CL 5 �• Manhole steps shall be placed so that j ' � – with (shall face of wall. B 0 5" offset hole in top slab is facing Filter Blanket (MNDOT 3601.28) *Varies downstream. Geotextile SECTION A - Filter Type III 2' m STORM WATER 0= 2'X3' PRECAST BOX O Doghouses must be grouted POND BENCH > Pipe shall be cut out flush both inside and outside. with inside face of wall. 'n RIPRAP 6 ',f' S 4• Doghouses must be grouted Minimum slab thickness is 6• for 14' DE III RIP RAP 12' 6" CLEARANCE both inside and outside. depth. Increase thickness 1" for every V N DEPTH WITH RAF depth greater / than 14', and reinforce SEPARATOR FAB FILL L E 1' FABRIC FILL PRECAST BASE - -- _ _ __ with 6" x ti' 10 10 mesh. T - Minimum slab thickness is 6' for el I CONCRETE f � � depth. Increase thickness 1" for every 4' �.{ e° Filter Blanket (MNDOT 3601.28) STORM WATER POND 6" of depth greater than 14', and reinforce SECTION - SECTION B —B Geotextile Filter Type III OUTLET STRUCTURE with 6" x 6" 10/10 mesh. Norrosws SEC O *Determined by pipe size *Determined by pipe size - STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS Cy of C7 of RIPRAP AT OUTLETS Collog Grove POND OUTLET SKIMMER STRUCTURE Collag Grove OFF STREET CATCHBASIN WITH Corsag Grove STORM SEWER JUNCTION MANHOLE Cottag Grove B " F ° °° Bonestroo M'"""'"' Bonestroo CONCRETE STOOL GRATE FRAME le-- [ tj WITH REINFORCED TOP SLAB &SUMP °SM Last Revision: City Plote No. Last Revision: City Plate tub. Lost Revision: City Plate No. Lost Revision: City Plate No. March 2006 COTTAGE GROVE, MINNESOTA STO_g March 2005 COTTAGE GROVE, MINNESOTA STO — Z9 January 2007 COTTAGE GROVE, MINNESOTA STO - 24 June Zoos COTTAGE GROVE, MINNESOTA STO =20, EN U ND E R NATO —SUPE ISIONANDTRATRMADULYIJams"`a 1 "' m MRW BO LTO N aL , M E N K, 1 N C_ eY °"'� _ CITY OF COTTAGE GROVE, MINNESOTA SHEET hY TAE OR UNDER GI DIRECESUR THE I ONANOTIiRTIAMA WwUa18ED PROFESSIONAL ENGINEER UNlAW50FTIff5TATEOF NdNNESar0. NN 49 % Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASE 1 42 MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF MICHAEL I. BOER r « CHASKA, MN RAMSLY, MN MAPLEW -13, MN BAXTER MN AMES, IA STANDARD DETAILS cJ Bohan &Mask, Inc 2013, All Right, RI 44576 02/20/2013 MA3 ROCHESTER, MN SPENCER IA 53 H : \COTTW15104975\C3D\104975 -1Avg 2/131201325054PM utx0. S.A.P. 180- 112 -010 PIPE FOUNDATION & BEDDING IN POOR SOILS STANDA DETAILS BEDING METHODS Cceoge Grove [4J FOR PVC , COTTAGE GROVE, MINNESOTA c" B " E ' lit ' j " ' Improved Pipe Foundation material (3149.211 h considered incidental to the specified granular material (3149.2BI Mad.) in this area 6* Pay depth . . . . . . . increments typ. - + + + + + + + + .1 + .1 + + 4 1 + I d of pipe Dia+1 " Min. Dt * Denotes outside 48-BEDI.DNG Compacted Backfill Granular Borrow MnDOT Sp... 3149.2131 Mod. p. Mjn. I 'Dia' Denotes outside diameter of pipe PIPE FOUNDATION & BEDDING IN GOOD SOILS mpacte Bac kfill - - - Of. Compacted ar Mn/DOT std. plate Backfill IF + + _+ Dis tance tance to 'i variable /2"r + + + + + + + FOR RCP AND DIP Dla+12" I.- + . . . . . . Coars Filter + + A99r. MnDot Improved Pipe +++ Foundation . . . . + +++++ . . . . SP. .. 3149.2H Mad. 6* Pay depth . . . . . . . increments typ. - + + + + + + + + .1 + .1 + + 4 1 + I d of pipe Dia+1 " Min. Dt * Denotes outside 48-BEDI.DNG Compacted Backfill Granular Borrow MnDOT Sp... 3149.2131 Mod. p. Mjn. I 'Dia' Denotes outside diameter of pipe PIPE FOUNDATION & BEDDING IN GOOD SOILS i mpacte Bac kfill - - - Of. Face of Curb ar Mn/DOT std. plate 2000# Concrete Class B bedding. Dis tance tance to 'i variable /2"r LOAD FACTOR 2.3 3"r FOR RCP AND DIP Dla+12" I.- s it kSEE PLAN) T-4" (4" curb) 3 4!* er Concrete backfill to 0.5 R'- ) Jun . 2005JCKTr:A:GE Zry .......... )14 1/2"r 14 Face of Curb . . . . . . . . . . 17 1/2' -lope ' '� pe er ft� 3 ' 4 3 ++,+ 9 J L��l 14 Q.b;Ib . Coarse Filter Aggregate 12' 12* + + + ++ + MnDDT Spec. 3149H Mod. Face f Curb 19* ✓ IR! i - - I- 4' I 8" MnDOT B618 SURMOUNTABLE D-412 SURMOUNTABLE D-428 6 SHOE FORMED BITUMINOUS CURB INTERGAIL W/ MAT STANDARD DETAILS CURB AND GUTTER Bonestroo Last Revision: June 2005 COTTAGE GROVE, MINNESOTA All Rights Reserved 197SC801,dwg 21 STR— 1 mpacte Bac kfill - - - Of. Concrete slob shall be 7" thick, ar Mn/DOT std. plate 2000# Concrete Class B bedding. STANDA DETAILS PVC, RCP & DIP PIPE BEDDING Di LOAD FACTOR 2.3 *5'-4" (6" curb) FOR RCP AND DIP Dla+12" I.- *Dia" Denotes outside CLASS A diameter of pipe kSEE PLAN) T-4" (4" curb) IN ROCK Concrete backfill to 0.5 R'- ) Jun . 2005JCKTr:A:GE Zry .......... shaped bedding. . . . . . . . . . . . . . 14 . . . . . . . . . . . . . . . . . 17 1/2' 48_9FD4.DWG ++,+ 9 J 0.5 Dial. proved Pipe Imp roved Q.b;Ib . Coarse Filter Aggregate - - I- 4' I 8" MnDOT B618 SURMOUNTABLE D-412 SURMOUNTABLE D-428 6 SHOE FORMED BITUMINOUS CURB INTERGAIL W/ MAT STANDARD DETAILS CURB AND GUTTER Bonestroo Last Revision: June 2005 COTTAGE GROVE, MINNESOTA All Rights Reserved 197SC801,dwg 21 STR— 1 mpacte Bac kfill - - - Of. Concrete slob shall be 7" thick, ar Mn/DOT std. plate 2000# Concrete Class B bedding. STANDA DETAILS PVC, RCP & DIP PIPE BEDDING 4' I 8" MnDOT B618 SURMOUNTABLE D-412 SURMOUNTABLE D-428 6 SHOE FORMED BITUMINOUS CURB INTERGAIL W/ MAT STANDARD DETAILS CURB AND GUTTER Bonestroo Last Revision: June 2005 COTTAGE GROVE, MINNESOTA All Rights Reserved 197SC801,dwg 21 STR— 1 Dii jr Compacted Backfill Dia /4 but + AS + + + __.. + + Coarse Filter Aggregate not less than 6 + + + IlAnDDT Spec. 3149H Mod, LOAD FACTOR 1.5 "Dia" Denotes outside CLASS C-2 Dt.+12" Min. diameter of pipe Hand shaped from angular bedding material STANDARD DETAIL L 1 % C BEDDING METHODS (ML ,' tt. Ci G rove Bonestroo FOR RCP or DIP 1 ;2 Last Revisfan: June zoos City Plot. N ' COTTAGE GROVE, MINNESOTAJ BED-2 48-BED2.DWO Catchbasiln Frame & Cow Neenah R-3057 or equal with vane Grote A A NOTE A. Cotchbasin to be depressed 1" below design gutter line grade B. 4" opening max. ' -6 -3, - 8618 Conc. Curb & Gutter ISOMETRIC 2 - J4 Reber. No Scale Each way o a 10' Min. Transition 10' Min Transition o I o . Top of to Curb Design gutter line grade 2 #4 R.bon Each way Frame & Casting SECTION A— N. Scale STA DETAILS B618 CURB & GUTTER Bonestroo CONSTRUCTION AT CATCH BASIN Last R. City Plot. _ [4o. June 2005 COTTAGE GROVE, MINNESOTA STR— 4 ( I IHEREBYCERTIFYTHATTHISPIAN,5PECIF"1xki.MRENRPWASPREPAFUD I $REcT$UPMV1S10NMDT TlAvt MRW MRW )EX 44576 02/20/2013 MJB Note: Use Granular Borrow when top of pipe is within 3 feet of subgrodo. If greater than 3 feet, use suitable existing onsite b.ckfill. mpacte Bac kfill - - - Of. Concrete slob shall be 7" thick, ar Mn/DOT std. plate 2000# Concrete Class B bedding. STANDA DETAILS PVC, RCP & DIP PIPE BEDDING Di LOAD FACTOR 2.3 *5'-4" (6" curb) FOR RCP AND DIP Dla+12" I.- *Dia" Denotes outside CLASS A diameter of pipe kSEE PLAN) T-4" (4" curb) IN ROCK Concrete backfill to 0.5 R'- ) Jun . 2005JCKTr:A:GE of outside diameter with .......... shaped bedding. . . . . . . . . . . . . . COTTAGE GROVE, M I NNESOTA . . . . . . . . . . . . . . . . . Compacted Backfill 48_9FD4.DWG ++,+ 9 J 0.5 Dial. proved Pipe Imp roved Q.b;Ib . Coarse Filter Aggregate 3/4 but + + + ++ + MnDDT Spec. 3149H Mod. �t less than 6 + + + + + 6' Pay depth + , + + + + -1 Sp.. 3149.2H Mod. II I I LOAD FACTOR 1.9 M in. " Dia" Denotes outside CLASS B iameter of pipe Hand shaped from angular bedding material Di. - - - Compacted Backfill P LOAD FACTOR 1.5 05N "Dia" Denotes outside CLASS C-1 Dia+12* Min. diameter of pipe Hand s haped from firm undisturbed soil Dii jr Compacted Backfill Dia /4 but + AS + + + __.. + + Coarse Filter Aggregate not less than 6 + + + IlAnDDT Spec. 3149H Mod, LOAD FACTOR 1.5 "Dia" Denotes outside CLASS C-2 Dt.+12" Min. diameter of pipe Hand shaped from angular bedding material STANDARD DETAIL L 1 % C BEDDING METHODS (ML ,' tt. Ci G rove Bonestroo FOR RCP or DIP 1 ;2 Last Revisfan: June zoos City Plot. N ' COTTAGE GROVE, MINNESOTAJ BED-2 48-BED2.DWO Catchbasiln Frame & Cow Neenah R-3057 or equal with vane Grote A A NOTE A. Cotchbasin to be depressed 1" below design gutter line grade B. 4" opening max. ' -6 -3, - 8618 Conc. Curb & Gutter ISOMETRIC 2 - J4 Reber. No Scale Each way o a 10' Min. Transition 10' Min Transition o I o . Top of to Curb Design gutter line grade 2 #4 R.bon Each way Frame & Casting SECTION A— N. Scale STA DETAILS B618 CURB & GUTTER Bonestroo CONSTRUCTION AT CATCH BASIN Last R. City Plot. _ [4o. June 2005 COTTAGE GROVE, MINNESOTA STR— 4 ( I IHEREBYCERTIFYTHATTHISPIAN,5PECIF"1xki.MRENRPWASPREPAFUD I $REcT$UPMV1S10NMDT TlAvt MRW MRW )EX 44576 02/20/2013 MJB Note: Use Granular Borrow when top of pipe is within 3 feet of subgrodo. If greater than 3 feet, use suitable existing onsite b.ckfill. * Dia" Denotes outside diameter of pipe Variable wired truncated Material in this a rea s hall be considered Concrete slob shall be 7" thick, ar Mn/DOT std. plate incidental for pipe specified with Class B bedding. STANDA DETAILS PVC, RCP & DIP PIPE BEDDING cly.f 6dIa G (Se . , pecifications) *5'-4" (6" curb) FOR RCP AND DIP VARIABLE TO R/W OR BACK OF S WHICHEVER IS GREATER) .............................. ......... ............. kSEE PLAN) T-4" (4" curb) IN ROCK Compacted R'- ) Jun . 2005JCKTr:A:GE GROVE, MINNESOTA .......... Backfill &.08 ft/ft slope COTTAGE GROVE, M I NNESOTA E 6 - I"' P Ept " 4 48_BED3.DWG 48_9FD4.DWG ++,+ 9 J 0.5 Dial. proved Pipe Imp roved LI1+ + t + + + + ++ + + + + Foundation Caere. Filter Aggr. MnDot 6' Pay depth + , + + + + -1 Sp.. 3149.2H Mod. increments typ. I . . . . . * Dia" Denotes outside diameter of pipe Variable wired truncated STANDA DETAILS IMPROVED FOUNDATION Concrete slob shall be 7" thick, ar Mn/DOT std. plate STANDARD DETAILS CONCRETE DRIVEWAY APRON Concrete apron shall be constructed 3/4" per foot on 6"compacted class 5 grovel base STANDA DETAILS PVC, RCP & DIP PIPE BEDDING cly.f 6dIa G (Se . , pecifications) *5'-4" (6" curb) FOR RCP AND DIP VARIABLE TO R/W OR BACK OF S WHICHEVER IS GREATER) kSEE PLAN) T-4" (4" curb) IN ROCK 4'-2" (41" curb) R'- ) Jun . 2005JCKTr:A:GE GROVE, MINNESOTA VARIABLE GRAD Face of Curb a L 7' Concrete pavement 1 6" Class 5 base incidental to apron SECTION A—A No Scale PLAN Round all sloped - To of Curb int ersections STANDA DETAILS IMPROVED FOUNDATION ' Grove .11, STANDARD DETAILS CONCRETE DRIVEWAY APRON C' I STANDA DETAILS PVC, RCP & DIP PIPE BEDDING cly.f 6dIa G tM0 Bonestro. FOR RCP AND DIP Match Existing 6' -3" (6" curb) St. IN ROCK 4'-2" (41" curb) R'- ) Jun . 2005JCKTr:A:GE GROVE, MINNESOTA &.08 ft/ft slope &.08 ft/ft slope COTTAGE GROVE, M I NNESOTA E 6 - I"' P Ept " 4 48_BED3.DWG 48_9FD4.DWG Face of Curb a L 7' Concrete pavement 1 6" Class 5 base incidental to apron SECTION A—A No Scale PLAN Round all sloped - To of Curb int ersections .11, STANDARD DETAILS CONCRETE DRIVEWAY APRON C' I Variable Bonestro. COMMERCIAL Match Existing 6' -3" (6" curb) Width W-S' (6" curb) 4'-2" (41" curb) Variable 4-2" (4" curb) &.08 ft/ft slope &.08 ft/ft slope SECTION B-13 Design Street Grace Bituminous Max 50:1 or Pathway Concrete Sidewalk -6" Concrete 4" Aggregate Base SECTION A-A I concrete curb & gutter STANDARD DETAILS PEDESTRIAN CURB RAMP Banestro PATHWAY/SIDEWALK r_Last _R_.,_i._-._) June 200s COTTAGE GROVE, MINNESOTA 13C)L Sc ME1"JK, IMIZ. Consulting Engineers & Surveyors MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA ROCHESTER, MN SPENCER, [A Pour curb integral Payment area by with concrete stab square feet PLAN No Scale Subgrade —Granular Borrow Spec. Fill No. 3149.281 :ushion 4o. 3149.2B1 Mod. Expansion Joint /07&1%k Cky'f Cal Grove .11, STANDARD DETAILS CONCRETE DRIVEWAY APRON C' I Bonestro. COMMERCIAL City plot. No' STR-6 I Lost R7�*�' J une .1 June 9;;� COTTAGE GROVE, MINNESOTA TA CITY O COTTAG G ROVE, M INNESOTA SHEET EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS - PHASE 1 43 STANDARD DETAILS OF 53 S.A.P. 180-112-010 yo/ 0 W ISOMETRIC No Scale b, elv ,_Concrete pavement to match back of cc crete curb et Ws point Joints in concrete curb exceed 10' spacing drlveway section. STANDARD DETAILS oN° CONCRETE RESIDENTIAL DRIVEWAY APRON Cotu Grove Bonestroo "°° Laat Rev ,4lan: MINNESOTA C11y PI °te " °. June zoos COTTAGE GROVE, STR -8 48_STR8.DI7G Concrete to be 6" thick (minimum reeldentlnQ Type A,B,C or 0 - and have 4" of compaoled Class 5 c S a99mgale base (see sP.Ifkau.mi). _ Concrete Curb ` ` a nd Cutter (See plate 4 -Ot) 2 CONDUCTOR #12 LUMINAIRE BALLAST SO" CORD TO LUMINAIRE s ,1. (OPP. OF CURB SIDE) IN -LINE FUSING SPLICE TO CIRCUIT CONDUCTORS ( 8 SE CTION 8" Concrete Pavement No Scale 4" Class 5 (incidental to apron) yo/ 0 W ISOMETRIC No Scale b, elv ,_Concrete pavement to match back of cc crete curb et Ws point Joints in concrete curb exceed 10' spacing drlveway section. STANDARD DETAILS oN° CONCRETE RESIDENTIAL DRIVEWAY APRON Cotu Grove Bonestroo "°° Laat Rev ,4lan: MINNESOTA C11y PI °te " °. June zoos COTTAGE GROVE, STR -8 48_STR8.DI7G a POLE AND LUMINAIRE a m MRW AS SPECIFIED IN TYPICAL 4" PVC SECTION 16,000 #12 GROUND TO 2 CONDUCTOR #12 LUMINAIRE BALLAST SO" CORD TO LUMINAIRE HANDHOLE POLE GROUND LUG (OPP. OF CURB SIDE) IN -LINE FUSING SPLICE TO CIRCUIT CONDUCTORS ( BUSHINGS ft GROUND CONNECTION SPUN ALUMINUM COLLAR FROM GROUND ROD TO LEVELING NUTS POLE GROUND CONDUCTOR TOP OF BASE 2" ABOVE GRADE 0 iv B B 2 0 2 a I i a m MRW M noN �r TYPICAL 4" PVC PRIVATE UTILITY 1 -1/2" CONDUCT, SCHEDULE 40 anuary 2007 COTTAGE GROVE, MINNESOTA TRENCH TO HANDHOLE CROSS SECTION MICHAEL I. BOER 44576 02/20/2013 Ec_ M18 AT CONDUIT CROSS SECTION OR POLE BASE CROSSING ANCHOR BOLTS 5/8" X 10 -0" GROUND ROD e REINFORCING 1 4 - #4 HORIZONTAL BARS SPACED 18" APART 4 - #6 r REINFORCING BARS / FULL DEPTH READY MIXED MIN. 3000 PSI Y AIR ENTRAINED CONCRETE FOUR (4) ANCHOR BOLTS 1 1/2" CONDUITS BROUGHT WITH 9 INCH BOLT CIRCLE. OUT ON SIDE OPPOSITE PROJECTION TO BE AS THE CURB (ALL POLES) RECOMMENDED BY B SECTION MANUFACTURER 2 NO SCALE STANDARD DETAILS oM f CONCRETE BASE FOR Grove BoneStroo TYPE A -1 LIGHTING STANDARDS t Cotlag e Last Revision: City Plate No. June Zoos I COTTAGE GROVE, MINNESOTA STR - 38 Neenah R3290 -VB catch basin frame and grate. Shall be furnished with curb inlet box and 3" di.. front face and 4" maximum opening. High Density Polyethylene (HDPE) adjustment rings. min. of 2 ", max. of 12" with a min. 3/8" mortar between top slab and first ring. Woven filter fabric then shall be wrapped around entire system as specified. enah R1642B manhole frame I cover. Shall be furnished :h 2 concealed pick holes and mped "SANITARY SEWER" or 'ORM SEWER ". High Density Polyethylene (HDPE) adjustment rings. Min. of 2 ", max. of 12 ", bonded to the structure, casting,and each other by approved sealant. Woven filter fabric then shall be wrapped around the entire system as specified. U STANDARD DETAILS I 0,,.f ATCH BASIN AND MANHOLE ADJUSTMENT /I I �Coib Grove ost R°Vis1on` MINNESOTA City Plate No. Moran zoos COTTAGE G ROVE, STR - 11 48_STRII.DWG Standard finial 2- Holophane Granville luminaires Prismatic glass Arcadian stylecasting reflector /refractor 237/8° LED lamp 2 {Incinnati cross arms Model• CS- C30-DB Holophane Sit.Unk aluminum pole 18' General notes: 1. All lighting assemblies shall contain all modifications necessary tocomplyv]ith Xml requirements. 2. Exact locations of all assemblies shall be verified by the engineer. Concrete base See detail plate STR -38 STANDARD DETAILS Gy°f LIGHTING DETAIL Coi_ Grove Bonestroo rr<n °m° Last Rev `l"' City Plate No. R R 201 COTTAGE GROVE, MINNESOTA 10' DRAINAGE & UTILITY EASEMENT---- - -_ TYP - -, __ ICAL 3 CONDUIT - ___ _ CROSSING IGHT -OF -WAY LINE SEEM CENTER OF 5' Al41 f 0701Y 7R0V6W FGW C47Y, 7RZ1 EZEC7R/C & 04S (NOTE: ALL UTILITIES IN SAME TRENCH) CIPf CONDUIT FFP*T_FRI_1W_ SINGLE TYPICAL CONDUCT CURB & 01117ER (7YP/C4Cf CROSSING TYPICAL PRIVATE PLAN VIEW UTILITY PLACEMENT NOTE: ABOVE GROUND UTILITY BOXES SHALL BE LOCATED TO ALLOW FOR 3.0' CLEAR ZONE FOR SIDEWALKS AND TRAILS GAS e e coNalur D0STING � EuaSH aluoE 5' STEEL vvtlAalE TYP. 4" OR 6 WC FENCE POS WMHUH 2i5 SM „ tF 40 -- I i a m MRW M noN �r TYPICAL 4" PVC PRIVATE UTILITY CQWUR TYP 10 ( � S PER EA CONDUIT SCHEDULE 40 anuary 2007 COTTAGE GROVE, MINNESOTA TRENCH -PVC END CAPS CROSS SECTION MICHAEL I. BOER 44576 02/20/2013 Ec_ M18 AT CONDUIT CROSS SECTION CROSSING 48_STRI2.DWG ate• Concrete Pad surface shall have broomed finish 2'� yl " 6" Concrete 6 4" Gravel Base Qy STANDARD DETAILS m r Collag Grove CONCRETE HYDRANT PAD DETAIL G- Grove , jul ft— city Plate No. Last Revision: City Plate No. STR - 12 June 2005 COTTAGE GROVE, MINNESOTA STR -27 48_STR27.DWG 6' Model IDescription Color Weight BU1114C 6' Bench with back Black 2481b. STANDARD DETAILS o PARK BENCH Collag Grove ° R N51O ° ` MINNESOTA 'N' Plate Na. Jan 2013 COTTAGE GROVE, STR - 44 Existing Concrete Curb & Gutter O 6" / Contraction Joint Model - IDescription Color Weight TE3F34P 32- Gallon Flat Top Receptacle i lBlack 1165 lb. g ." STANDARD DETAILS "•�' TRASH CAN Bonestroo on c' Collag Grove "_ a m MRW STANDARD DETAILS R . PRIVATE UTILITY Bonestroo CONDUIT CROSSING anuary 2007 COTTAGE GROVE, MINNESOTA 48_STRI2.DWG ate• Concrete Pad surface shall have broomed finish 2'� yl " 6" Concrete 6 4" Gravel Base Qy STANDARD DETAILS m r Collag Grove CONCRETE HYDRANT PAD DETAIL G- Grove , jul ft— city Plate No. Last Revision: City Plate No. STR - 12 June 2005 COTTAGE GROVE, MINNESOTA STR -27 48_STR27.DWG 6' Model IDescription Color Weight BU1114C 6' Bench with back Black 2481b. STANDARD DETAILS o PARK BENCH Collag Grove ° R N51O ° ` MINNESOTA 'N' Plate Na. Jan 2013 COTTAGE GROVE, STR - 44 Existing Concrete Curb & Gutter O 6" / Contraction Joint Model - IDescription Color Weight TE3F34P 32- Gallon Flat Top Receptacle i lBlack 1165 lb. g ." STANDARD DETAILS "•�' TRASH CAN Bonestroo on c' Collag Grove "_ a m MRW BOLTON 8c M E N K, INC. Consulting Engineers & Surveyors MAN KATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA ROCHESTER, MN SPENCER, L4 R . Lost Revision: Jan 2ot3 COTTAGE G ROVE, MINNESOTA City Plate No* ST R - 45 I & 5N 2D33, M H.\wTr\N15ml0497049]5 \C3D\1a49]5®Ol l .dxg /wR 2/ :\ COT7 i3/zo13 z51eo PM HERESV CERnPV wv NISPUN,sPEUFxA KK,c«R PaR wA PR naua aY ME OR UNDER ]ID' DIREETEUPERVISIONANDTFWTIAMADULYUO38ED PROFEsSIONALENGINEERUNDERTHEa 1YSOFEAEOPfNNOA Q�,� Ali_ � �YU�M•i sx? a m MRW BOLTON 8c M E N K, INC. Consulting Engineers & Surveyors MAN KATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA ROCHESTER, MN SPENCER, L4 R . sY eAh CITY OF COTTAGE GROVE, MINNESOTA EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS - PHASE 1 SHEET 44 OF 53 '"" MRW MICHAEL I. BOER 44576 02/20/2013 Ec_ M18 STANDARD DETAILS S.A.P. 180- 112 -010 STEEL FENCE POST(i- POST), ANCHORTRENCH (SEE DETAILAND MINIMUM 5' LONG, ATTACH FABRIC TO POSTS NOTES BELOW) PLAN G' MAXIMUM SPACING. WITH MINIMUM 37IP71ES (SO LB. TENSILE) PER POST OVERLAP END JOINTS MINIMUM Of W CUR LATH S POST E NAILED 2" X 4" HORIZONTAL MEMBERS IN TOP 8" OF FABRIC 6" AND STAPLE OVERLAPATI.5' SECURE THE POST MEMBER CO FA S ENEDT INTERVALS. EACH TO SECURE FILTER FABRIC BOTTOM. FASTENEDTO EACH P MONOFILAMENT GEOTEXTILE USING 2 -20D COMMON NAILS a7 FABRIC PER MNDOTTABLE 3886- 1(MACHINESLICED). 2" X 4" X 2.5' LONG MONOFILAMENT GEOTEXTILE WOOD POSTS, 8REQ'D. FABRIC AS PER MNDOT TAB LE POST NOTCHES s O�Afm 3886-1 (MACH] RE SUCED). TO FACEAWAY MACHINESUCE �Rq Qy ADDITIONAL 8 -10 "OF FABRIC FLAP PROPOSEDCURB FROM FABRIC. 8"-12° DEPTH (PLUS 6" FLAP) @F! AT BOTTOM OF BOX ^ TRENCH MUST BE COMPACTED BY LIGHT Q,' EQUIPMENT PRIORTO PIACEMENTOF �''' STEEL POSTS. T DIRECTION OF 5URFACEFLOW / 24" MINIMUM •• ., •- ., POST EMBEDMENT X1 =a� 0 01 ��p►' 8-10' FABRIC FLAP- BURY N/ UNDER ROCKTOPREVENT •I° • •.• •I •.•.•.•.•.•.•. UNDERWASHING NOTES: AGGREGATE CONTRACTOR SHALL CONSTRUCT SILT BOXTO FIT AROUND THE BACKFILL INLET STRUCTURE WIT" 6" MINIMUM CLEARANCE TO EDGES OF STRUCTU RE. SILT BOX o ws OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" TO BE PLAC ED ON AN EVEN SURFACE V BELOW STRUCTURE EXTEND a 8" ABOVE EXISTING GRADE. = Ct g ,ti STANDARD DETAILS Y C , 0 , t g ,� STANDARD DETAILS Y a , I , ' STANDARD DETAILS Costa e Grove U EROSION CONTROL BLANKET (vlr���Co1la e Grove I� +ice' J I INLET PROTECTION Grove IN LET PROTECTION ^ INSTALLATION " °� Bonestroo SILT BOX FOR CATCH BASN Bonestr00 ROCK FILTER FOR CATCH BASIN CityPlaie No. Lost Revision: CRy Plate No. Last Rev�sian: City Plate No. Lvst Revision: ERO - 1A June zoos COTTAGE GROVE, MINNESOTA ERO - June zoos COTTAGE GROVE, MINNESOTA ERO -4A June Zoos COTTAGE GROVE, MINNESOTA 48- ERO- 02.DVIO 4B_ERO- G4A.DWG 48_ERO- 04B.DYIG STANDARD DETAILS AN 1T03' MACHINE SLICED IG 6" X "TRE 1. DIG 6" X 6 NCH COTTAGE GROVE, MINNESOTA 48_ERO- OIA.DWG 2. LAY BLANKET INTRENCH ( NOTE: 3. STAPLE AT 1.5' INTERVALS THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARDSILT FENCE 4. BACKFILL WITH NATURALSOILAND COMPACT : ?• ' : • S''' INSTALLATION METHOD. HEAVY OR STANDARD(ERO lC)SILT FENCE INSTALLATION METHODS SHOULD ONLY BE USED WHEN APPROVED OR DIRECTED 5. BLANKET LENGTH SHALL NOT EXCEED 100` WITHOUTAN ANCHOR TRENCH - BY THE CITY. TO BE PLAC ED ON AN EVEN SURFACE V BELOW STRUCTURE EXTEND a 8" ABOVE EXISTING GRADE. = Ct g ,ti STANDARD DETAILS Y C , 0 , t g ,� STANDARD DETAILS Y a , I , ' STANDARD DETAILS Costa e Grove U EROSION CONTROL BLANKET (vlr���Co1la e Grove I� +ice' J I INLET PROTECTION Grove IN LET PROTECTION ^ INSTALLATION " °� Bonestroo SILT BOX FOR CATCH BASN Bonestr00 ROCK FILTER FOR CATCH BASIN CityPlaie No. Lost Revision: CRy Plate No. Last Rev�sian: City Plate No. Lvst Revision: ERO - 1A June zoos COTTAGE GROVE, MINNESOTA ERO - June zoos COTTAGE GROVE, MINNESOTA ERO -4A June Zoos COTTAGE GROVE, MINNESOTA 48- ERO- 02.DVIO 4B_ERO- G4A.DWG 48_ERO- 04B.DYIG STAPLE DENSITY SHALL BE AMINIMUM OF 3 U- SHAPED 8 ", 11 GAUGE METAL STAPLES PERSQUARE YARD (THIS MAY VARY AS DIRECTED BY THE CITY). STANDARD DETAILS L* Lestroo SILT FENCE MACHINE SLICED last Revision: Juna zoos COTTAGE GROVE, MINNESOTA 48_ERO- OIA.DWG STAPLE DENSITY SHALL BE AMINIMUM OF 3 U- SHAPED 8 ", 11 GAUGE METAL STAPLES PERSQUARE YARD (THIS MAY VARY AS DIRECTED BY THE CITY). EXISTING CURB - NOTE: OVERFLOW IS �i OF THE pOINTl POINT 1 MUST BE A MINIMUM 6 "HIGHER CURB BOX HEIGHT THAN POINT 2TO ENSURE THAT WATER WOODEN LATH SHALLBE NAILED 2'X4" HORIZONTALMEMBERS FLOWS OVER THE SILT FENCE AND NOT SECURELY TO THE POST MEMBER CONTINUOUS ABDONDTOP AND TO SECURE FILTER FABRIC. BOTTOM. FASTENEDTO EACH POST AROUND THE ENDS. POINT2 000DDO0 USING 2 -20D COMMON NAILS 2 "X4 "X2.5'LONG MONOFILAMENT GEOTEXTIIE WOOD POSTS, 8 REQ'D. �' / 3886 -1 MACHINE UC D)B� F�\ / P J0` \ CRO O ADDITIONAL 8-10' OF FABRIC FLAP \ �O PLAN AT BOTTOM OF BOX -b �QO OO S O O O OOOOOOOOOO oMyNyMG�/F DEFLECTORPIATE hG ryy OVERFLOWISYOF THE INSTALLSILT FENCE AS OO OO OO O�OOaO(JaOOO "MINIMUM CURB BOX HEIGHT SHOWN BELOW ROCK -6 DEPTH WOODCHIPS - 18° MINIMUMDEPTH O O O O O OVERFLOW ATTOP OF to - O On OO OO O FILTER ASSEMBLY ATTACH FABRIC TO POSTS WITH OOOOOO OO O OO O) CURB STEEL FENCE POST (T- POST), MINIMU MINIMUM 3 21P TIES (SO LB. V LONG TENSILE) PER POST IN TOP 8" OF FABRIC. 4'MA%IMUMSPACING. WASHED ROCKOR OO W O WOODCHIPSPER O� \O m SPECIFICATIONS • UNDER RO B URY MONOFIIAMENT GEOTEXHLE FABRIC AS PER MNDOT TABLE 3886 -1 UM yl M \N \ UNDERWAS11IN13 (MACHINE SLICED). y0 18 " MINIMUM CUTOFF BERM TO 11/2" WASHED ROCK POST NOTCHES TO FACE AWAY MACHINE SLICE MINIMIZE RUNOFFFROMSITE 1' DEEP X 1' WIDE FROM FABRIC. 8 " -12" DEPTH (PLUS 6° FLAP) TRENCH MUST BE COMPACTED BY LIGHT EQUIPMENT PRIOR TO PIACEMENTOF STEEL POSTS. FILTER ASSEMBLY DIRECTION OF SURFACE NOTES: DIAMETER, 6 °ON�RADE FLOW ( _ FILTER FABRIC SHALL BE PLACED UNDER ROCKTO STOP MUD 30 "AT LOW POINT NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOXTO FITAROUNDTHE MIGRATION THROUGH ROCK FILTER FABRIC IS NOT REQUIRED UNDERWOODCHIPS. INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF ENTRANCE MUST MAINTAINED REGULARLY TO PREVENT HIGH -FLOW FABRIC STRUCTURE. SILT BOX 24 °MINIMUM SEDIMENTATION ON PUBLIC ROADWAYS. O WIMCO ROAD DRAIN CG -23 HIGH FLOW TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE POSTEMBEDMENT :..: INLET PROTECTION CURB AND GUTTER MODEL OPENING. TOP Of SB.TBOXTO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. OR CITY APPROVED EQUAL. STANDARD DETAILS ry aT c INLET PROTECTION D Colag Grove STANDARD DETAILS of D INLET PROTECTION Collag Grove "•C DITCH CHECK Colag Grove •� STANDARD DETAILS G .�� STANDARD DETAILS der "•t' CONSTRUCTION ENTRANCE Col-9 Grove BOne5tI00 CATCH BASIN INSERT µ BOne5tro0 SILT BOX FOR BEEHIVE CASTING �' BOne5tro0 MACHINE SLICED SILT FENCE Mrneso BOne54'00 ROCK AND WOODCHIP Last Revision: City Plate No. June Zoos COTTAGE GROVE, MINNESOTA ERO - 4C Last Revision: Cily Plole No. June 2005 COTTAGE GROVE, MINNESOTA ERO - 4D Last Revision: City Plate No. JNne COT GROVE, MINNESOTA ERO - 5D Last Revision: City Plale No. June Zoos COTTAGE GROVE, MINNESOTA ERO — ' S LAN, SPECIFICATIINI,ONREPORTWASPR PPRD HEREBYCENWYTHATTHI P BY MEOR UNDER MY DIRECFSUPERVISIONANBT TIAMADAYIKEMEO I - MRW / os BO!_ ■ O N 8c M EN K, I NC. REV. BY CITY OF COTTAGE GROVE, MINNESOTA SHEET PROFESSIONAL ENGINEER UN DUME MlNNE50YA 40-P �A Consulting Engineers & Surveyors 11 EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS -PHASE I 45 MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN � OF ' STANDARD DETAILS �BOlton 2013, AI 75 M I. F .9 MICHAEL J. BOEX CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER MN AMES, IA 53 I51049 5\ H:\CO1T\N '15104975 \C30\301975CSOl.dwg 2/13/2013211:47 PM 2/ 20 44576 02 2013 f � MJB ROCHESTER , MN SPENCER, IA S.A.P. 18D-112 -OJ.D STAPLE DENSITY SHALL BE AMINIMUM OF 3 U- SHAPED 8 ", 11 GAUGE METAL STAPLES PERSQUARE YARD (THIS MAY VARY AS DIRECTED BY THE CITY). aSEI . - -- --- -- - -- -- / se a SB 1 i I_ , �_ REMOVESIGN � \\ \ \\ ..\ > \ \\\ `\ Z 'try ash ✓ p v� GNaC SEE SE on I 4DY .`2iic a58 _'_ - -- - - - - - -- \\ msa — _ ry yy�X __- __ -'__ -_ 6 _rt m$ - �-'D - - _ - _ - - - 4DY a a . -------------- --- --- - -- sE - _�c_ °_� 0 16 x G -0 _ H �r - - - - = SALVAGE EXISTING & INSTALL NEW SIGN x -� -x East Point x o � c -o ff G _ 0 � c - -�_¢ a ..� G — _ — t — _ Douglas Road m se - _ Z - C - --- _-- - -- - -- ---'x _ -cam -�.- - - -- -- ------ SALVAGE EXISTING & x INSTALL NEW SIGN x o- = -°-_�_ ° F -- _------ - - - - -- rse -- _ —_ ;( — ° tE:a nP X O mH Y I a - -- ----------- - - - - -- _- -- ---- ___ - -- -- --- - -- �____---- ----= = - - -US Ip & 61 - - - -- _ REMOVE "LEFT LANE ENDS" SIGN - ' - - - -- ---- -- - - -- - - - - -- -- ' -____ -- - ANDONEPOSTATAPPROX.STA - - - -- _ -__ - - -- - --- _ - -- _ 26+50. SALVAGE AND REINSTALL NO PARKING SIGN ON REMAINING -- - - -- -- - - - - -- -- -_ -- POST(INCIDENTAL). - zz o // i STRIPING LEGEND \\ // !' 4SW A= WIDTH (INCHES) \ 0 3m /�_ ONC 3 j l / Q EPO XY < ¢ Q T 0HC RTARROW,POLYPREFQRM \\ B =PATTERN y�� �aN a 5 \�� NG�GSALVAGEEXISTING& 4SW ° G �� b c „� N� o-9 � @ S� =1 °Hc S -SOLID B- BROKEN °ao' @- ^, \ 1 \ D - DOUBLE �P0�r�°� E ��E " -- - —__ 91 P 7\ a �S 1 Dt- DOTTED �as c c � 1 a- \ 24 "SOLIRET COLOR \ C = // SYILVAGE _,-' -_-_ - - - -_- �- POLYPREFORM \ c_ �0\¢\G\` \ \\ \\ W -WHITE / / W' , &IN NEW -59 i_ - -- -- - - - - -- ` ' , Y- YELLOW c��`wrc T 4DY . \ \ o �c ' -0 4SW \\ ° "sg ' " / ; ' i 4SW POLY PREFORM EEL IF FIT 2 18 m x e 6 ® \\ _��� / // C60 INAT IT' WASHINGTON m 2 / ��� _ °" 0U T AR TOP SIGN DURING T1/TO'S VAGEAND \�� - °+/C_ C am_ , East Point Douglas Road _� EI ST LUST PSIGN.PROVIDE _ v f EVP RY REMOVE SIGN \ .r \\ C 0 � _ G RC =_- G � -�� ° °� ° c _ G � c- t CQNS RV CT ON. (INCIDENTALTO °-�� B TfkAfFIQ CO TROL BID ITEM) -- 4SW 53 c- -c - -o- O SALVAGE EXISTING& O r P INSTALL NEW SIGN - - -_ _ - -_ ! / ti (/,S10 �aO w ---- - - - - -- - - - -_- EE I I % �SgLVAGSTNG & / INS FA L-6 NEWSIGIN �✓ I j ! IHERES CERTIFYTHATTHISPIAN, SPECIFICATION,gil°PORiWASFi SED D.I— RLT. aY RA CITY OF COTTAGE GROVE MINNESOTA SHEET 0 50 100 BYMEOR UNDER I I SUPERVISIONANDTHATEAMADULTUCFNSED MRW BO LTO N at M E N K, ' N C. / PROFESSIONAL ENOINEE UNDERTHEIA \YS OFTHESFATEOPINSWR A. HORZ. 'TN Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASE 1 46 SCALE FEET MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF / 2 Bol e: Mork, 2013, All Rights F MICHAEL J. BO EX ET® CHASKA MN RAMSEY,MN MAPLEWOOD, M M N BAXTER, N AMES, IA SIGNING AND PAVEMENT MARKING PLAN 53 ton N:\ CA1TVJi5104975\ C3D\1o4975O01twg 2/13(1013 z33A9 PM 44576 02/20/2013 M18 ROCHESTER, MN SPENCER, IA S.A.P. 180- 112 -010 of j N�dO SS3 B IVJOI < o ° sNl93e �y6doia�j�� 021 SV19f1001N1OEI � 3 MjA 016T A R J 67 d8 y ! O ` Q ° p 0 W021d 03SOlJ aF oy��d ttt11 �a� CQ z w Nf1013O U OVOU SV / 9 c " F QO T 1NIOd SV3 �� 39NVNON X7tlJ6 O w ( „86X 96) i / T p 90th lr et 90th Street 90th Street r1nri■ Trill t ■ r■ r■ rrrrrrir■ rrrrr■ rrrrrrrrrrrrrrrrrrr■ rrrr rl irllriir '■irlirlirr'rifr■iirl ►rirrrfi■ ■r■■ ■rrr rHHr \i■ rH✓1Mr rrrrr 0 � •••/ DETOUR \y� �' •/ E POINT DOUGLAS RD Y n a \+ aF�� / ♦ ♦' ♦► : \DETOUR lour E POINT DOUGLAS RD o Q y 331nou l •. 11V ❑ ❑ 41 isOg •• � 31V 311V3Sf1 � WOyqO� Iy�O .•. s ass, UV HV OO�S lD OVOU Q y 6 2 s I •• c °o a� '�Ni ° ° OO Q� Ny �Oy d ��� ° � .•♦ b -yj� 0•♦ R • NOTES: O aOOa ♦♦ 0 •. 1. ALL DETOUR SIGNING SHALL BE DONE BY THE CONTRACTOR, a rh �� dj�y • 2. LOCATION OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE j ' ♦ ♦ B o® �bp�b •••• 3. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO "THE MINNESOTA ♦♦ �Q MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" INCLUDING O �� �` ' b Q• TEMPORARY TRAFFIC CONTROLZONE LAYOUTS FIELD MANUAL, AND a� �y0 ♦'♦ ♦ ♦ ® � ••• MnDOT STANDARD SIGN MANUAL. O O 'b �m = •• 4. ALL SIGN POSTS USED TO POST DETOUR ROUTES SHALL BE REMOVED ♦' ♦ ♦� Q O C J �+• AND THE SURROUNDING GROUND RETURNED TO IT'S ORIGINAL �� O k o� QD x� voQ CONDITION WHEN THE DETOUR IS REMOVED. < '•♦♦ �� o � _� •♦• S. SEE SIGN DETAILS AND SPECIAL PROVISIONS FOR CONSTRUCTION SITE p^ ♦ L� �¢ �o •• SIGNING AND BARRICADES TO BE DONE BY THE CONTRACTOR. ALL °j O ���' ms �� p do ••• TRAFFIC CONTROLAND SIGNING, INCLUDING DETOUR SIGNING, SHALL Q • BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE CONSIDERED o ( FdSfA Q O ry Q 9 ••• UNDER THE TRAFFIC CONTROL AND DETOUR PAY ITEMS. 5� ycp o �ZO m r ' e ••• 6. FIELD MODIFICATIONS MAY REQUIRE MODIFICATIONS OF LAYOUTS AS a �� 0� o ••• DEEMED NECESSARY BY THE ENGINEER. -a dry 7. COORDINATE ALL DETOUR SIGNING WITH OTHER DETOUR SIGNS FOR oY pd�C(5 Rry h� •'• OTHER PROJECTS IN THE AREA. CONTACT MnDOT, CITY, AND COUNTY y2 v7 ca m = ••• STAFF TO VERIFY LOCATIONS, ay y 0 y � D YS .•♦ 8. BARRICADES ARE 8 ft TYPE III AND SHALL BE REFLECTORIZED ON BOTH US ••• SIDES. ? p �' aao�d4' 0 �B •O••► rr ii rOrnrr ► ► ♦♦ ••♦ F,o° OF 9. THE CONTRACTOR IS RESPONSIBLE FOR EXTRA SIGNING NEEDEDTO ■ ►■ ■r■ N / Ip FACILITATE TRAFFIC SWITCHES OR FOR TRANSITIONING TRAFFIC FROM yr p G 9 ONE STAGE TO ANOTHER. ° G CS 10. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS q NEAR TRAFFIC IN ACCORDANCE WITH THE MN MUTCD INCLUDING THE p 9 FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. 11. WHEN CONSTRUCTION OCCURS ON OR ADJACENT TO TRAVELED ROADWAYS, TEMPORARY TRAFFIC CONTROLSHALL BE ESTABLISHED p p'a qq AND MAINTAINED IN ACCORDANCE WITH THE FIELD MANUAL FOR LF TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. 12. STAND MOUNTED SIGNS SHALL BE MOUNTED AT A HEIGHT OF 6 ft FROM THE BOTTOM OF THE SIGN TO THE EDGE OF THE ROADWAY AND SANDBAGS SHALL BE MAINTAINED ON ALL LEGS AT ALL TIMES. 9p 13. ALL DRUMS, BARRIERS, AND SIGNS SHALL BE RETRO - REFLECTIVE. 14. DETOUR SHALL BE IN PLACE BEFORE ROAD CLOSURE BEGINS. / j� IHE"ERY`E"" H EY PLAN, SPE.— NO""E»aREY, DRA=`"`A"° p� �� CITY OF COTTAGE GROVE MINNESOTA SHEET O 400 BOO RYME OR UNDER MY DIRECTSUPERVISIOHANOTIWTIAMAWLYUCENSED MRW BOLTON OC M E N K, 1 N C. - / PROFESSIONAL ENGINEER UNDERTHE IAWSOETHESTATEOF Ml "INESOi0. 47 HDRZ '_ �O Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS - PHASEI SCALE FEET A( PA510 MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF P BOItm & Meek, Ix 2013, All WPM, PS M MICHAEL J. BOEX Ee® CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA DETOUR PLAN 53 H:\ OTrW15104975\C3D\104975C902.dAg 2/13/201312:56 .-47 PM 44576 02/20/2013 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180- 112 -010 / /�\ \\ \ y /1L/ LL/ \\ _ \ / _ — �_ \ \ sB 7 / J \ J \ 7 \\ \ /� \/ /^ \ // \ \ // \ \\ \ , ��\ \ s > \ 77 (�Q� ` p er\ \\ / Y 1/ � / \\ \�/ / /�\ \\ \�/ /�,�\\ \\ J J �V v ' %// `Q� \\ �\ J� \ > `-- � `,�nl"`' mse I , / J / \ \\ SB / S � 1L ````\ I I /\ S J �\ /, \ JJ \\ /// /'\ \ \ /// \\ \\ \ `` \ \` \\ \ \ \\ \ \ \ 'Yl }177 ` I I \ z- \\ ` / J i� L\ -- j \ O . 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NOTES: \ / // P � 1. SEE EROSION CONTROL PLANS �(o�° / /jjyl �An m / I �/ v I \ FOR TURF RESTORATION. / j\ v`v`� / // m se �� ` m se / / - I \ \\ 2 TO (FROM S A I NTSIDE / /�\ e` / /�/ //� i ! / V I \ 37 +00 -47+00) TO BE INSTALLED /� // //\ /// / 7 / }> » \ BY OTHERS UP TO BACK OF a /// \ j'/ / ! / _ \ CURB. // �2 u. / / / / / / i/ / / I ! I I \\ 3. NO IRRIGATION TO BE INSTALLED /, / /, X / ' " / ®( - I V A \ ALONG HWY 61 SIDE OF EAST ,/ 9 ,/�'� / /i /// ��\ mse BENCH, TYP. / ! _ \\ POINT DOUGLAS. / �� i�' /, // % // \ y - 7 7 '`! ' ® / / I! 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"_ °" CITY-OF COTTAGE GROVE MINNESOTA 0 50 100 BY ER E CE U IFYT OIRERSUPERVI51 A O,NT,AMAIXRaPWAD SHEET PROFESSIONAL ENGINEER UNDERTHE a \VSOFTFRSTATEO; R4NNFSO,A HORZ. SCALE FEEr �lVw m MRw Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASE 1 4s MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF MICHAELI. BOEX eavn CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER MN AMES, IA LANDSCAPING PLAN J MTf\nl 2O13,AI -dA,, 1 44576 02/20 2013 M1B ROCHESTE 53 H:\ COTi \NI51049]5 \C30\1019]SLl01Axg 2/13/20131N4A1PM / R, MN SPENCER, l4 S.A.P. 180- 112 -010 GENERAL NOTES SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. REFER TO Mn /DOT SPECIFICATIONS 2571, 3861, AND THE "2011" INSPECTION AND CONTRACT ADMINISTRATION MANUAL FOR Mn /DOT LANDSCAPE PROJECTS" FOR GENERAL REQUIREMENTS. COMPLETE PREPARATORY WORK BEFORE STARTING INITIAL PLANTING OPERATIONS. ACCEPT ALL PLANT STOCK IN ACCORDANCE WITH (Mn /DOT 3861) PRIOR TO PLANTING. THE CONTRACTOR WILL DEMONSTRATE COMPETENCY FOR SOIL CULTIVATION OPERATIONS IN ACCORDANCE WITH (Mn /DOT 2571.3132 STEP 4) THE CONTRACTOR WILL DEMONSTRATE COMPETENCY FOR ALL PLANT INSTALLATION OPERATIONS IN ACCORDANCE WITH (Mn /DOT 2571.3F1) RODENT PROTECTION SEE SPECIAL PROVISIONS AND STANDARD PLANTING DETAILS (C) FERTILIZER SEE SPECIAL PROVISIONS COMPOST Mn /DOT 3890 GRADE 2 UNLESS OTHERWISE SPECIFIED. MULCH Mn /DOT 3882TYPE 6 UNLESS OTHERWISE SPECIFIED. MATERIAL SEPT. PREPARE MASS PLANTING BEDS FOR PLANTS PLACED AT 15' OR LESS, UNLESS OTHERWISE SPECIFIED ON SHEETS. PLANT BEDS IN STAGGERED ROWS ON THE PERIMETER FIRST, THEN UNIFORMLY FILL IN WITH REMAINING PLANTS. USE TRIANGULAR MASS SPACING, UNLESS SPECIFIED OTHERWISE. PROVIDE 5' RADIUS PLANTING CLEAR OF SHRUBS AROUND EACH DECIDUOUS TREE AND 8' BEDS CLEAR RADIUS AROUND EACH CONIFER TREE. RADIUS WILL BE MEASURED FROM THE CENTER OF THE TREE TO THE CENTER OF THE SHRUB. NOTIFY ENGINEER OF GROSS PLANT QUANTITY SURPLUS OR DEFICIENCY IMMEDIATELY. MULCH ENTIRE MASS PLANTING BED. SEE STANDARD PLANTING DETAILS (C) TREE PAINTING PAINT OAK, LINDEN, LOCUST, MAPLE, CRABAPPLE AND MOUNTAIN (FROST CRACK ASH. ONLY UNDILUTED EXTERIOR WHITE LATEX PAINT IS PREVENTION) ACCEPTABLE. PAINTTREE CIRCUMFERENCE FROM GROUND LINE TO FIRST MAJOR BRANCH. PLANTING PLAN DIMENSIONS STATED DIMENSIONS SUPERCEDE SCALING FROM PLAN. PLANTTYPE AVERAGE GALLONS OF WATER PER APPLICATION MACHINE TRANSPLANTED TREES 50 -100 n BALLED AND BURLAPPED TREES 20 BARE ROOT AND CONTAINER 15 o TREES BALLED AND BURLAPPED SHRUBS 10 :2 w BARE ROOT AND CONTAINER 7 z SHRUBS 0 WOODYSEEDLINGS 4 ED z W PERENNIALS AND VINES 3 Q IT IS THE CONTRACTOR'S RESPONSIBILITY TO MONITOR AND MAINTAIN SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE AMOUNTS LISTED ABOVE ARE GUIDELINES, NOT REQUIREMENTS. PROJECT LOCATION 1.BARE ROOT PERENNIALS MUST BE INSTALLED IN THE SPRING NO LATER THAN JUNE 1ST OR FOLLOW THE FALL DECIDUOUS PLANTING DATES. 2.ACTUAL DATES MAY CHANGE DEPENDING UPON SEASONAL CONDITIONS, AS DETERMINED BY THE ENGINEER. 3.FALL PLANTING IS NOT ALLOWED FOR BARE ROOT FORM OF THE FOLLOWING SPECIES: HAWTHORN, DOGWOOD, POPLAR, HACKBERRY, LINDEN, IRONWOOD, HONEYLOCUST, BIRCH, MOUNTAIN ASH, MAPLE, WILLOW, CRABAPPLE, PLUM /CHERRY, OAKS, AND SUMAC. 4.ALL REPLACEMENT PLANTS MUST BE INSTALLED DURING THE MONTH OF MAY DURING THE FIRST YEAR OF THE PLANT ESTABLISHMENT PERIOD. PLANTING DATES BY ZONE SPRING FALL „�„ KEI F1Ff1l1IICIIIC r PFRFNNIAIS I SFFTNIN(;S i T)FCIMinim irnNIFFR61lq APRIL APRIL MAY I APRIL UL 1. 1U AU(j. 25 MAY JUNE E T 0 17 0 15 MAY17 NOV.15 o15 LIVE BRANCH BRANCH BART RIDGE DEAD BRANCH BRANCH COLLAR BRANCHES PRUNED AT TRUNK (SHIGO METHOD) CORRECT TOO TOO TOO PRUNING CLOSE LONG SLANTED CUT LIVE BUD V r BRANCHES PRUNED TO LIVE BUD STEPS TO PRUNING WITH PRUNING SAW: 1.CUT PARTWAY THROUGH THE BRANCH AT POINT A. 2.CUT COMPLETELY THROUGH BRANCH FROM POINT B TO A. 3.AT BRANCH COLLAR CUT FROM POINT C TO D. INCORRECT CUT FROM POINT CTO X (TOO CLOSE) WILL RESULT IN DISCONTINUOUS CALLUS FORMATION AFTER ONE SEASON OF GROWTH. CORRECT CUT FROM POINT C TO D (LEAVING BRANCH COLLAR BUT NOT THE STUB FROM POINT B TO A) WILL RESULT IN CONTINUOUS DOUGHNUT SHAPED CALLUS FORMATION AFTER ONE SEASON OF GROWTH. PRUNING NOTES: 1.PRUNE USING CLEAN AND SHARP SCISSOR -TYPE PRUNER OR PRUNING SAW. 2.THE BESTTIME TO PRUNE IS LATE DORMANT SEASON OR EARLYSPRING. 3.AVOID PRUNING OAKS IN APRIL, MAY, JUNE OR JULY. 4.I1F PRUNING IS NECESSARY OR IF WOUNDS OCCUR TO OAK TREES IN APRIL, MAY, JUNE OR JULY, IMMEDIATELY PAINT CUT SURFACE OR WOUND WITH LATEX PAINT OR SHELLAC. PLANT INSTALLATION PERIOD PRUNING (Mn /DOT 2571.3F2) ZONE �� G CANADA • ZON�E�3 ' � MT NY MI NY PA ZONE MAP ZONES LEGEND MIN. TEMP. PRIMARYTILLI ZONES IN OH 2 4OTO -SOF ° Co CEP T BLE 3 3o rd 413E ° K MO IL 4 20 TO -30F ° S IIJ FOR ALL PLANT STOCK, DOCUMENT ACCEPTABILITY FOR HARDINESS IN THE a MINNESOTA ZONE WHERE THE PROJECT SITE IS LOCATED, AS FOLLOWS: A.PLANT STOCK CONTINUOUSLY GROWN FOR AT LEAST THE LAST TWO C YEARS WITHIN THE ACCEPTABLE LIMITS SHOWN. OR B.PLANT STOCK, GROWN OUTSIDE THE ACCEPTABLE GROWING RANGE LIMITS, HAVING SEED SOURCE OR ROOT AND GRAFTSTOCK ORIGINATING FROM THE ACCEPTABLE LIMITS SHOWN. CULTIVATED INPLACE SOIL DEPTH (Mn /DOT 2571.3132) 4INCHES OF GRADE 2 COMPOST AND OTHER SPECIFIED ADDITIVES THOROUGHLY MIXED WITH INPLACE CULTIVATED SOILS INCORPORATION TILLAGE - PASS 2 ACCEPTABLE PLANT STOCK GROWING RANGE LIMITS PLANTING SOIL SOURCE: USDA PLANT HARDINESS ZONE MAP (Mn /DOT 3861.2C) (Mn /DOT 2571.31D2) INENENY UNDERTNATTHISPIA "'SPE<xKAT1DHsT1AUADU1YSPPEPEU N+� MRW BOLTON at M EN K 1 N C. s` °" CITY OF COTTAGE GROVE, MINNESOTA SHEET BY ME UNDERRtt -HIS 1,sNS ECH10tT1UK0N AMA WMP PftDFE5510NA1 ENGINEEN UNDER THE IAWSCFTHESTAIEG£RNNNESOE0. � / kb . R Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITYAND STREET IMPROVEMENTS -PHASE 1 49 //�J. MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLIADA MN BURNSVILLE, MN OF Bo MICHAEL I. BO �� CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES IA LANDSCAPING PLAN x:: \EnTN T Me4, IDr. D\I csoUoa All Nights Heaved MICHAEL z /ialzoia zsa:n Pm 44576 02/20/2013 MI6 ROCHESTER, MN SPENCER IA S.A.P. 180- 112 -010 53 DATE (Mn /DOT 2571.31(20 and 2571.3E1) DIRECTION OF SPADING MACHINE APRIL21 APRIL21 MAY APRIL21 OCT.1 AUG. 25 1 TO TO TO TO TO TO JUNE 1 JUNE 1 JUNE 15 JUNE 1 NOV. 1 SEPT. APRIL APRIL MAY I APRIL UL 1. 1U AU(j. 25 MAY JUNE E T 0 17 0 15 MAY17 NOV.15 o15 LIVE BRANCH BRANCH BART RIDGE DEAD BRANCH BRANCH COLLAR BRANCHES PRUNED AT TRUNK (SHIGO METHOD) CORRECT TOO TOO TOO PRUNING CLOSE LONG SLANTED CUT LIVE BUD V r BRANCHES PRUNED TO LIVE BUD STEPS TO PRUNING WITH PRUNING SAW: 1.CUT PARTWAY THROUGH THE BRANCH AT POINT A. 2.CUT COMPLETELY THROUGH BRANCH FROM POINT B TO A. 3.AT BRANCH COLLAR CUT FROM POINT C TO D. INCORRECT CUT FROM POINT CTO X (TOO CLOSE) WILL RESULT IN DISCONTINUOUS CALLUS FORMATION AFTER ONE SEASON OF GROWTH. CORRECT CUT FROM POINT C TO D (LEAVING BRANCH COLLAR BUT NOT THE STUB FROM POINT B TO A) WILL RESULT IN CONTINUOUS DOUGHNUT SHAPED CALLUS FORMATION AFTER ONE SEASON OF GROWTH. PRUNING NOTES: 1.PRUNE USING CLEAN AND SHARP SCISSOR -TYPE PRUNER OR PRUNING SAW. 2.THE BESTTIME TO PRUNE IS LATE DORMANT SEASON OR EARLYSPRING. 3.AVOID PRUNING OAKS IN APRIL, MAY, JUNE OR JULY. 4.I1F PRUNING IS NECESSARY OR IF WOUNDS OCCUR TO OAK TREES IN APRIL, MAY, JUNE OR JULY, IMMEDIATELY PAINT CUT SURFACE OR WOUND WITH LATEX PAINT OR SHELLAC. PLANT INSTALLATION PERIOD PRUNING (Mn /DOT 2571.3F2) ZONE �� G CANADA • ZON�E�3 ' � MT NY MI NY PA ZONE MAP ZONES LEGEND MIN. TEMP. PRIMARYTILLI ZONES IN OH 2 4OTO -SOF ° Co CEP T BLE 3 3o rd 413E ° K MO IL 4 20 TO -30F ° S IIJ FOR ALL PLANT STOCK, DOCUMENT ACCEPTABILITY FOR HARDINESS IN THE a MINNESOTA ZONE WHERE THE PROJECT SITE IS LOCATED, AS FOLLOWS: A.PLANT STOCK CONTINUOUSLY GROWN FOR AT LEAST THE LAST TWO C YEARS WITHIN THE ACCEPTABLE LIMITS SHOWN. OR B.PLANT STOCK, GROWN OUTSIDE THE ACCEPTABLE GROWING RANGE LIMITS, HAVING SEED SOURCE OR ROOT AND GRAFTSTOCK ORIGINATING FROM THE ACCEPTABLE LIMITS SHOWN. CULTIVATED INPLACE SOIL DEPTH (Mn /DOT 2571.3132) 4INCHES OF GRADE 2 COMPOST AND OTHER SPECIFIED ADDITIVES THOROUGHLY MIXED WITH INPLACE CULTIVATED SOILS INCORPORATION TILLAGE - PASS 2 ACCEPTABLE PLANT STOCK GROWING RANGE LIMITS PLANTING SOIL SOURCE: USDA PLANT HARDINESS ZONE MAP (Mn /DOT 3861.2C) (Mn /DOT 2571.31D2) INENENY UNDERTNATTHISPIA "'SPE<xKAT1DHsT1AUADU1YSPPEPEU N+� MRW BOLTON at M EN K 1 N C. s` °" CITY OF COTTAGE GROVE, MINNESOTA SHEET BY ME UNDERRtt -HIS 1,sNS ECH10tT1UK0N AMA WMP PftDFE5510NA1 ENGINEEN UNDER THE IAWSCFTHESTAIEG£RNNNESOE0. � / kb . R Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITYAND STREET IMPROVEMENTS -PHASE 1 49 //�J. MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLIADA MN BURNSVILLE, MN OF Bo MICHAEL I. BO �� CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES IA LANDSCAPING PLAN x:: \EnTN T Me4, IDr. D\I csoUoa All Nights Heaved MICHAEL z /ialzoia zsa:n Pm 44576 02/20/2013 MI6 ROCHESTER, MN SPENCER IA S.A.P. 180- 112 -010 53 DATE (Mn /DOT 2571.31(20 and 2571.3E1) DIRECTION OF SPADING MACHINE MASTER PLANT SCHEDULE QUANTITY I BOTANICALNAME COMMON NAME SIZE ROOT NOTES OVERSTORYTREES 14 ULMUSAMERICANA'PRINCETON' PRINCETON ELM 2.5' CAL B &B CELLPACKS /PLUGS 13 BINKGOBILOBA'AUTUMN GOLD' GINKGO, AUTUMN GOLD 2.5 "CAL B &B 3.5" CONT. 10 ACER RUBRUM'NORTHWOOD' NORTHWOOD MAPLE 2.5 °CAL B &B 4.5" CONT. 9 QUERQUS PALUSTRIS EASTERN PIN OAK 2.S " CAL B &B 1# CONT. 12 IQUERCUS BICOLOR SWAMPWHITEOAK 2.5 "CAL B &B 3H CONT. ORNAMENTALTREES 9 MALUSTRAIRIEFIRE' JPFAIRIEFIRECWBAPPLE 1 1.5" CAL I B &B 37" 9 CORNUSALTERNIFOUA PAGODADOGWOOD 1.5 "CAL B &B CLUMP IS OSTYRAVIRGINIANA IRONWOOD 1.5 °CAL B &B 72" 10 JAMELANCHIERXGRANDIFLORA JAUTUMN BRIWANCE SERVICEBERRY S. CAL B &B 66" 16" 12'B.B 48" 16" 1" B.B. 54" GENERAL LANDSCAPE NOTES 1. UNDERGROUND UTILITIES: FIELD LOCATE UNDERGROUND UTILITIES PRIORTO EXCAVATION FOR INSTALLATION OFSNE IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN PROPOSED SITE IMPROVEMENTS AND EXISTING OR PROPOSED UTILITIES, IMMEDIATELY ADVISE THE OWNER'S REPRESENTATIVE. 2. ALL TREES ARE LISTED IN THE MASTER PLANT SCHEDULE. IF THERE 15 A CONFLICT BETWEEN THE QUANTIFIES SHOWN ON THE DRAWING AND THE QUANTITIES SHOWN IN THE PLANT SCHEDULE, THE PLAN QUANTITIES SHALL PREVAIL 3. PLANTING LAYOUT: STAKE ALL TREE LOCATIONS AND OBTAIN APPROVAL OF OWNER'S REPRESENTATIVE PRIORTO PLANTING. 4. RESTORE ALL DISTURBED AREAS, ACCORDING TO THE EROSION CONTROL PLANS. PLANTING HOLE DIMENSIONS HOLE DEPTH FOR B &B AND CONTAINER PLANTS SHALL NOT EXCEED MEASUREMENTFROM ROOT FLAIR TO BOTTOM OFSOIL BALL. PLANTTYPE PLANT SIZE UP TO AND INCLUDING (A) MINIMUM HOLE WIDTH (B)APPROXIMATE HOLE DEPTH ' CONTAINER GROWN PLANTS CELLPACKS /PLUGS 6" 2.5" 2.25" CONT. 7" 3" 3.5" CONT. 10" 3" 4" CONT. 11" 4" 4.5" CONT. 13" 4" 6 "/1 QT CONT. 15" 5.5" 1# CONT. 18" 6" 2M CONT. 23 7s" 3H CONT. 1 29° 1 8.5" 54 CONT. 30" 11" 7A CONT 37" 11" 15# CONT. qq" 14" 10N CONT. 45" 15" 20N CONT. 60" 16" 25R CONT. 72" 17" PLANTING HOLE DIMENSIONS HOLE DEPTH FOR B &B AND CONTAINER PLANTS SHALL NOT EXCEED MEASUREMENT FROM ROOT FLAIR TO BOTTOM OFSOIL BALL PLANTTYPE PLANTSIZEUPTO AND INCLUDING (A) MINIMUM HOLE WIDTH (B) APPROXIMATE HOLE DEPTH DECIDUOUS & ORNAMENTAL TREES 3' B.R 46" 13" 4'8,R 46" 14" 5'B.R 48" 14" 6' B.P. 54" 15" 7' B.R 6O" 16" 8' B.P. 66" 19" 0.75" BR 48' 12" 1" B.R 54" 14" 1.25 "BR 60" 14" 1.5 B.R. 66" 15" 1.75" BR 72" 16" 2" B.R. 84" 19" W B.B 42" 11" 5' B.B 48" 12" 6' B.B 52 14" 8' B.B 66" 16" 10 B.B. 66" 16" 12'B.B 48" 16" 1" B.B. 54" 14" 1.25" BB. 56" 15" 1.5" B.B. 61" 15" 1.75" B.B. 66" 16" 2" B.B 72" 16" 2.5" B.B 84" 19" 3" B.B. 96" 20" 3.5" B.B. 114" 23" 4" B.B 126" 25" S1 SE STAKING AND GUYING 16" LONG POLYROPYLENE OR POLYETHYLENE, 40 MIL. THICK AND 1.5" WIDE STRAPS. ATTACH WITH 10 ga WIRE. .STEEL POSTS TO BE NOTCHED IR DRILLEDTO RETAIN GUY VIRES. PLACE OUTSIDE OF OOTBALL. DRIVEPWMB EGARDLESS OF GROUND LOPE. .REQUESTS TO SUBSTITUTE UBBER HOSE AND WIRE BUYING SYSTEMS WILL NOT E APPROVED. . TREE STAKING IS NOT REQUIRED UNLESS SPECIFIED OR NECESSARYTO MAINTAIN TREES IN A PLUMB CONDITION WHERE VANDALISM, SOIL, OR WIND CONDITIONS AREA PROBLEM, OR AS DIRECTED BYTHE ENGINEER. .REMOVE WITHIN ONEYEAR. STEEL POST SIZING CALIPER STEEL POSTTYPE A B C D LESS THEN ROLLED STEEL FENCE ORNAMENTALTREES PROFESSIONAL ENGINEER UN THE CONIFEROUSAND 4 INCHES POST(Mn /DOT3403) ORAPPROVED EQUAL 7' -0" 3' -0" MIN. 4'-0" T -0" GREATER 10' 2.2 LB. FLANGED VINES SPAGNG x 2 NE - MACHI I-I SPADE DIAMETER ) +1 ]' X 11' THEN4 CHANNEL STEEL SIGN W-O" 4' -0" 6' -0" Sb" INCHES POST(Mn /DOT3401) THE ESTABLISHED PERIOD MIN. IFTHE MULCH DEPTH IS MAINTAINEDATA - - OR APPROVED EQUAL - MINIMUM 3" DEPTH. HAC Ti \`115104975 \M\10497SUO3.d,rg 1/13/201332850PIA 3.ADD MULCH WHEN BELOW MULCH AREA CALCULATOR TYPE OF PLANT SQ. FT. PER PLANT CONIFEROUS TREES Sx HEI zT } +3 l X T, L /. IY J DECIDUOUSAND 3'k ORNAMENTALTREES PROFESSIONAL ENGINEER UN THE CONIFEROUSAND DECIDUOUS SHRUBS, 7 ROSE BUSHS, SPACING x SPACING PERENNIALS, 1.PULL MULCH BACK NO LESS THAN 3" AND NO ORNAMENTALGRASS A +� VINES SPAGNG x 2 NE - MACHI I-I SPADE DIAMETER ) +1 ]' X 11' SHRUBS A /IULCH IL ARD PLANTING DETAILS (A) 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. S.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT 6.REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVEALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 7.PLU MB AND BACKFILL WITH PLANTING SOIL. &WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 9.BACK FI LL VOI DS AND WATER A SECOND TIME. 10.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. BALLED & BURLAPPED STOCK I HEREBY T NAT P LA N , 5PEC RVISI N K AN MMMT] RGRR EiR HREORU U NTH R YT DIRECT IREUSU 0.IALULYUEFESEO "` "A:'"`M MRW BO LTO N aL M E N K, 1 N C. CITY OF COTTAGE GROVE, MINNESOTA SHEET 7 PROFESSIONAL ENGINEER UN THE 5D 7 - s SPACING FROM TRUNK CONIFEROUS T EE(RADIUS +3') b yy �A ' "ra ter'^ 1.PULL MULCH BACK NO LESS THAN 3" AND NO 49a A +� MORE THAN 6" FROM TREE DECIDUOUS TREE TRUNKS. T T (3') NSPLANT(RADIUS +2') 2.SUBSIDING OR DETERIORATING MULCH 15 OF MICHAELJ. BOER ACCEPTABLE THROUGHOUT LANDSCAPING PLAN �B"Reb &Mmk IM 2013, All Rights Reeved THE ESTABLISHED PERIOD -= IFTHE MULCH DEPTH IS MAINTAINEDATA - - - _ - - MINIMUM 3" DEPTH. HAC Ti \`115104975 \M\10497SUO3.d,rg 1/13/201332850PIA 3.ADD MULCH WHEN BELOW MLR ROCHESTER, MN SPENCER, - THE 3" MINIMUM DEPTH, DO NOT EXCEED THE 6" MAXIMUM DEPTH. 4.MULCH CONTAMINATED WITH SOIL MUST BE MULCH PLACEMENT REMOVED AND REPLACED. A /IULCH IL ARD PLANTING DETAILS (A) 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. S.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT 6.REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVEALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 7.PLU MB AND BACKFILL WITH PLANTING SOIL. &WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 9.BACK FI LL VOI DS AND WATER A SECOND TIME. 10.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. BALLED & BURLAPPED STOCK I HEREBY T NAT P LA N , 5PEC RVISI N K AN MMMT] RGRR EiR HREORU U NTH R YT DIRECT IREUSU 0.IALULYUEFESEO "` "A:'"`M MRW BO LTO N aL M E N K, 1 N C. CITY OF COTTAGE GROVE, MINNESOTA SHEET PROFESSIONAL ENGINEER UN THE 5D MRW 49a Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREETIMPROVEMENTS- PHASEI MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF MICHAELJ. BOER vm LANDSCAPING PLAN �B"Reb &Mmk IM 2013, All Rights Reeved CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER MN AMES, IA 3 HAC Ti \`115104975 \M\10497SUO3.d,rg 1/13/201332850PIA 44576 02 1 20 / 2013 MLR ROCHESTER, MN SPENCER, S.A.P. SAP180- 112 -010 IY ��\ `\ �'� /' `\ \ \\� / -� rte \\ \�� / ', // � � v � \ / i 7 7 � \\`� \` 7 7 -A \\ \\ 1.5 "NMC \(2)6 & #lOGND \ \ \ \\ \\ # RY 7 . (TYP.) Y \ , i \ \ \ \\ JJ m � 7 ------------------ --`T— — — _ L lFEED POIN�' .CONFIR PIN�L- \\ \ `t - - - - -` --- ------------ -- - - - - - -- — — — \ \ \\ i r -- t f ---- -- - - - - - - - � - -- - - -- -- -- - ------- - - -- -- i -- -- ------ -} LOC/1ONWITHXCE�.E R�Y. \\ C � N �" —� - - -- - --j —— \ o B m sa e <z� _ < \ - -fie »- - - -__— z5 \ y 26 27 26 29 «�« ° _ �eDBS I ® I }',3 a 5B < m V 5R _ I t < :P I ( ZEE X— A East ------ - - - - -- _ � - ----- - - - - -- -------- - - - - -- -------------------- - - - - -- - - - -- PO, Douglas Road - _ —� --- __ ------------ .------- --- --- ---- - - - - -- —.__ -- /�---- ------ — _.-- .-- _— __-- - - - - -- - --------------- .---- _---- _- - - - - -- -- -3�� — X�_ _ - -_- -- LIGHTING NOTES: I � -------- - - - - -- ------ - -- - -- x -- x - -- 1. ALL CONDUIT ON THIS PLAN SHEET SHALL BE I.5 "NMC SCHEDULE 40 -------- - - - - -- ---------- _ - -__— - -- - -_ - - -_ HAND LIGHTING UNIT PER 6 x -------------------- - - - - -- _ -- UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL BE COPPER, TYPE _ ----- ------ --- - -- — -- -- '---- - - - - - — — --- ___ - - DETAILSTR- 41(TYPJ XHH TINGUNITSSH O ALLBESET ESSOTHERWISENOTED. BACK 36 "FROM THE BACK OF CURB TO - - - - - -- ---------------------- - - - - -- -----_—_—_------------ TING UNITS SHL BE SET --- ' - - - -_ _ — 2. LIGHTING — \ CENTER OF FOUNDATION, OR AS DIRECTED BY THE ENGINEER. _ — -- --_-_-_-- US 10 & 61 - - -- - _ 3 PROVIDE FINALCONNECTIONTOIRRIGATIONCONTROLLER .COORDINATE - -- __ -- — — \ -- WITH IRRIGATION CONTRACTOR. - - - - -__ - -- - -- — --' -------- - - - - -- \-------- - - - - -- DETAIL 4. CONCRETE BASE SHALL BE PER STR -38. -- - - -__— --- -______— -- _ - - - - -Y - - -_ ----------------------------------- ------- ------- - - - - - -- _ - -- _ _ -- - - - - -- � — — — — — — — — — — — 5. LIGHT POLE AND LUMINAIRE SHALL BE PER DETAILSTR -01. — — — — — — — — — — — — — _ ----- ___ - - - - -__ - - -- _ -- \ ----------- - - - - — ---- - - - - V -- ----- - - - - -- - -_— _ ---- -- - - - - - -_ --- - -- - -- V - - -- { _ - - - -- 7 f SB �. o �� r y f / >> f { a> \ m SB / as - r 7 \ a� » - 1 1 < < _ « m ---- - - -_ 40 4 18 9" i — 44— .—_ —Q� — .- -.— —_ -� — .---------- .--- - - - - -- --- ------- ----- ---- 4i - - - - - --- "--- - - - - -- V 46 —4Z --- ----- ----- - - -x5a ----------- - - - - -- -- .--------- .--------- .---- - - - - -- —_ - -- -- -- -- — V _— _ - --. -- i� �— .---- .— .— . - - -.-- -.� « —_ aSe ._ - - - -- --- -- - --- - -- — x_�x - -_ X -------- ----- X X % - - - - - -- - -_ -------- - - ---- - -- - - - -- - - - -- - - - -" — 1D -- 12 X East Point Dou la D-41 __ —_ —_ ___----- ---__- _— ._____ X X X X % < - - - -- % % % % % -- _ - - -_— _ LIGHTING UNIT PER s oa 1.5 "NMC D ETA[ LSTR- 41(TYP.) - -_— -- - - -___ (TYP.) / _ _ 't -- -- ' "— V _ - -- __ -- __ — __ _ V = —_ -- k800 _ - -- __ —_— _ -- _ - -__ - - - - -- — - - - -- ---------- _------------ - - - - -- — -- - -- - - -- — - -- — - - - -- - -- - --- -- - - -- _ -- - --- - -____ -- - - - - -- -- - - - - -- ____ -- __ _ - -_--_— -_ — `"-- ---------- -- - - -- ------------------- — MR BY ME OR UNDERNTYDIRECESUPERVISIONANDTW HS.. CITY OF COTTAGE GROVE; MINNESOTA VIAMADULYU (v6E0 W B O LTO N 8e M E N K, 1 N C. SHEET D so 100 PROFESSIONAL END IHEE0. UNDER THE IAYISOFTiESPAIEDFMIPMESOTA HORZ. "'" Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASE 1 51 SCALE FEET MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF = 5EI01ARights Reserved JOHN B. WITT E <� CH ASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN AMES, IA LIGHTING PLAN 53 2/13120133:48D8PPd 49076 02/20/2013 M)B ROCHESTER, MN SPENCER, IA S.A.P. 180-112 -010 LEFT SIDE VIEW F VENTING HOLES— METER SOCKET MILBANK 200AMP #U4801XL -5T9 METER BY OTHERS LIGHTNING ARRESTOR — LEXAN METER VIEWING WINDOW LIFT OFF HI FRONT VIEW RIGHT SIDE VIEW PEAKED ROOF TO SHED WATER AN 3 w SWITCH E9 - SERVICE DIS ITE SIEMENS - 15A/1P PH( INTERIOR COk BEHIND DEAD I I I o 0 "o GROUND BAR ALUMINUM I ANGLE BASE Yn I -1.5 BASE LAYOUT 19 1/4 I O O �7 BOX CONSTRUCTION: - NEMA3R M -1/8" ALUMINUM 5052 -H32 - NEOPRENE GASKETED DOORS -1/4" BASE GASKET PROVIDED -NON- CORRODING HARDWARE - ANODIZED 30MIN CLEAR -ETL LISTED IN ACCORDANCE W /UL508A MnDOT APPROVED PHOTOCELL ALR# BF -PV WITH SIDE AND REAR LEXAN WINDOW O TAINLESS STEEL o kP LATCH W/ °- 'ADLOCKING DROVISIONS CONTACTOR 30A /2P MRW W/ 120VAC COIL SWITCH E9 - SERVICE DIS ITE SIEMENS - 15A/1P PH( INTERIOR COk BEHIND DEAD I I I o 0 "o GROUND BAR ALUMINUM I ANGLE BASE Yn I -1.5 BASE LAYOUT 19 1/4 I O O �7 BOX CONSTRUCTION: - NEMA3R M -1/8" ALUMINUM 5052 -H32 - NEOPRENE GASKETED DOORS -1/4" BASE GASKET PROVIDED -NON- CORRODING HARDWARE - ANODIZED 30MIN CLEAR -ETL LISTED IN ACCORDANCE W /UL508A MnDOT APPROVED PHOTOCELL ALR# BF -PV WITH SIDE AND REAR LEXAN WINDOW F0 11 1. O THEREBY UNDE MYGIRE TSUPE VISION TI ➢ ADAM PAP G BY ME OR UNDER MY DIRERSUPE0.VISION ANDIFNTIAMAOUIYtIffNBEO MRW 130 LTO N 8c M E N K, 1 N C. CITY OF COTTAGE GROVE, MINNESOTA SHEET PROEE55IONAlENGINEE0.UNDERTHEa \YSOPTHESTATEDFNINNEEOTA Consulting Engineers & Surveyors EASTPOINTDOUGLASROADUTILITYANDSTREETIMPROVEMENTS - PHASEI 52 " MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF JOHN B. WITT mtcm LIGHTING DETAILS 9)WtD &Mmkim 2013,AIIRight,P —d CHASKA,MN RAMSEY,MN MAPLEWOOD, MN BAXTER, MN AMES,IA 53 H.\C OTTUd15104975 \C3D\304975E302,fn 2/13/20133AB39PM 49076 02/20/2013 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180 112 - 010 F0 11 1. SERVICE 120A /240VAC, PHOTOCELL 1PH. 3W. 10K. AIC LIGHTING TABULATION LIGHTING UNIT STREET STATION OFFSET 1 32 +67.69 23.67'L 2 33 +61.85 23.67'R 3 34 +93.01 23.671 4 35 +86.85 23.67'R 5 37 +18.01 23.67'L 6 38 +21.87 23.67'R 7 39 +25.73 23.671 8 40 +29.46 23.67'R 9 41 +33.45 23.67% 10 42 +45.88 23.67'R 11 43 +58.30 23.67'L 12 44 +53.89 23.67'R 13 45 +49.13 23.67'L 14 46 +84.02 23.67' R 15 48 +00.51 39.44'L RYME00.�UNDEft MY DIRE(. TSUPERVISIDNMDTHITIAMADUIYUQMED MRW BO LTU M at M IEN K, 11 C. " °' ° "° CITY OF COTTAGE GROVE, MINNESOTA SHEET PROFESSIONAL FNGINEEA UNDER THE LAW OFTffSTATEOF MdNNESDlA Consulting Engineers & Surveyors EAST POINT DOUGLAS ROAD UTILITY AND STREET IMPROVEMENTS- PHASE 1 53 MRW MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE, MN OF DB t- &Mmk,f- 2M,AIIRtght°Re —W JOHN B. WITT « CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER MN AMES, IA LIGHTING DETAILS 53 H:\C OTI\N151O4975 \C3D\IO4975E102AMg 7113/20133A9,02 NI 49076 02/20/2013 MJB ROCHESTER, MN SPENCER, IA S.A.P. 180