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Home My WebLink About07J Granada Avenue Water Main Extension Project 48 152678 FILE NO. 1 40913 DESCRIPTION CHAD SETTERHOLM, PE INDEX www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 GOVERNING SPECIFICATIONS Signature02/19/2020 COTTAGE GROVE, MINNESOTA SHEET NO. AND STREET CONSTRUCTION" SHALL GOVERN EXCEPT AS MODIFIED BY THEALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OFTRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE 2018EDITION OF THE CITY OF COTTAGE GROVE "STANDARD SPECIFICATIONS FOR UTILITYSPECIFICATIONS FOR THIS PROJECT.MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATESTFIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. R N.T.S. Know what's H T U O S T E E R T S H T 0 7 E UNEVA ADA NARG THE SUBSURFACE UTILITY QUALITY INFORMATION IN THIS PLAN IS LEVEL D.THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THEGUIDELINES OF CI/ASCE 38-02 ENTITLED "STANDARD GUIDELINES FOR THECOLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."THE CONTRACTOR SHALL CALL THE GOPHER STATE ONE CALL SYSTEM AT811 BEFORE COMMENCING EXCAVATION. NOTE: CITY OF PLANS FOR 0 1 Y A EXTENSION W H G I CITY PROJECT NO. 152678 H CONSTRUCTION S U MINNESOTA COTTAGE GROVE, GRANADA AVENUE WATERMAIN CURB & GUTTER, BITUMINOUS, AGGREGATE BASE, RESTORATION WATERMAIN, WATERMAIN JACKING, WATER SERVICE BORING, CONCRETE DITCH / SWALERIPRAPSTREET NAME SIGNSIGN (NON STREET NAME)RETAINING WALL STREET CENTERLINERIGHT-OF-WAYPERMANENT EASEMENTTEMPORARY EASEMENTCONSTRUCTION LIMITSSANITARY SEWER, BULKHEAD AND MANHOLEFORCE MAINSANITARY SERVICE AND CLEANOUTWATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVEWATER VALVE MANHOLE, REDUCER, BEND AND CROSSWATER SERVICE AND CURB STOP BOXSTORM SEWER, MANHOLE AND CATCH BASINCULVERT AND APRON ENDWALLDRAIN TILE STREET NAME SIGN TRANSFORMER AND METER RIGHT OF WAYPERMANENT EASEMENTPROPERTY LINEHORIZONTAL CONTROL POINTBENCHMARKSURVEY MARKERSOIL BORINGSANITARY SEWER AND MANHOLEFORCE MAIN AND LIFT STATIONSANITARY SEWER SERVICE & CLEANOUTWATER MAIN, HYDRANT, VALVE AND MANHOLEWATER SERVICE AND CURB STOP BOXSTORM SEWER, MANHOLE AND CATCH BASINCULVERT AND APRON ENDWALLGAS MAIN, VALVE, VENT AND METER HANDHOLEBURIED FIBER OPTIC CABLE AND MANHOLEBURIED PHONE CABLE, PEDESTAL AND MANHOLEBURIED TV CABLE, PEDESTAL AND MANHOLEBURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,OVERHEAD WIRE, POLE AND GUY WIRELIGHT POLETRAFFIC SIGNALSIGN (NON STREET NAME)RAILROAD TRACKSDECIDUOUS AND CONIFEROUS TREEBUSH / SHRUB AND STUMPEDGE OF WOODED AREAWETLANDBUILDINGFENCE (UNIDENTIFIED)BARBED WIRE FENCECHAIN LINK FENCEELECTRIC WIRE FENCEWOOD FENCEWOVEN WIRE FENCEPLATE BEAM GUARDRAILCABLE GUARDRAILPOST / BOLLARDRETAINING WALL PROPOSED EXISTING E T G TV > E W > TV S G T S 6"XX" G # > > XX X XP FM FMHHXCXE I WETXWD XWW 6+00 6" >> P-BUR FO > G I W > T-BUR > TV-BUR I E 4848 2 152678 FILE NO. 140 #/CF 59 #/ACRE 350 #/ACRE 120 #/ACRE 80 CY/ACRE 0.07 GAL/S.Y. CONSTRUCTION NOTES 113 #/SY/INCH113 #/SY/INCH GRANADA WATERMAIN EXTENSION 452 CY - GRANADA CIR. S468 CY - GRANADA BAY S453 CY - GRANADA ALC. S 2283 CY - GRANADA AVE. S & 71ST ST. S (STA. 101+00 TO STA. 125+30)344 CY - GRANADA AVE. S & WATER MAIN JACKING PIT (STA. 400+00 TO STA. 404+30) COMMON EXCAVATION BREAKDOWN MINNESOTA COTTAGE GROVE, BASIS OF ESTIMATED QUANTITIES UNDER 40913 SELECT GRANULAR BORROWTYPE SP 9.5 WEARING COURSETYPE SP 12.5 NON-WEARING COURSEBITUMINOUS MATERIAL FOR TACK COATMULCH MATERIAL TYPE 6COMM. FERT. ANALYSIS 25-5-10SEED MIXTURE 25-151SEED MIXTURE 25-141 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER COMMON EXCAVATION (CY) (P) = 4000 CY. MINNESOTA 02/19/2020 Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 XCEL ENERGY (ELECTRIC)XCEL ENERGY (GAS)ZAYO (COMM.) KNOWN PRIVATE UTILITIES WITHIN THE PROJECT AREA:COMCAST (COMM.)CENTURYLINK (COMM.) REVISIONS TEST ROLLING WILL BE REQUIRED ON THIS PROJECT.FERTILIZE ALL AREAS TO BE RESTORED WITH SEED.AND/OR OTHER DRIVING SURFACES DEEMED UNNECESSARY BY THE ENGINEER SUITABLE MATERIALSSUITABLE MATERIALS SHALL BE ALL GRANULAR SOILS ENCOUNTERED ON THEWHERE SPECIFIED AS SUCH IN THE PLANS.UNSUITABLE MATERIALSOF ANY INPLACE SURFACING OR OTHER STRUCTURES THAT WOULD INTERFEREWITH CONSTRUCTION. ALL SUCH MATERIALS SHALL BECOME THE PROPERTY OFTHE CONTRACTOR AND SHALL EITHER BE RECYCLED TO THE EXTENT ALLOWEDOR DISPOSED OF OUTSIDE THE RIGHT OF WAY IN ACCORDANCE WITHSPECIFICATION 2104.3C. PROVIDE FOR SAW CUTTING AS DEEMED NECESSARYFROM THE UPPER 3 FEET OF THE "GRADING GRADE" BENEATH THE ROADWAY ASDIRECTED BY THE ENGINEER.PLACE A MINIMUM OF 0.5 FEET OF LOAM TOPSOIL BORROW ON ALL AREASSCHEDULED FOR TURF RESTORATION. SEE MNDOT SPECIFICATION 3877.USE SEED MIXTURE 25-151 FOR RESIDENTIAL TURF RESTORATION. USE SEEDMIXTURE 25-141 FOR GENERAL ROADSIDE TURF RESTORATION.THE CONTRACTOR SHALL LIMIT EQUIPMENT USE AND NUMBER OF ACCESSROUTES ON PRIVATE PROPERTY TO COMPLETE THE PROJECT WITH MINIMALDISTURBANCE WHERE PRACTICAL. ANY DAMAGE TO PRIVATE PROPERTY, TURFSHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE.THE CONTRACTOR SHALL PROTECT ANY NEWLY CONSTRUCTED ASPHALTSURFACE FROM DAMAGE DURING UTILITY INSTALLATION. ANY DAMAGE DEEMEDUNNECESSARY BY THE ENGINEER SHALL BE RESTORED AT THE CONTRACTOR'SEXPENSE. THE DEFINITION OF DAMAGE SHALL INCLUDE, BUT IS NOT LIMITED TO:GOUGES, DENTS, PERMANENT SCRAPES, CRACKING OR ANY OTHER PHYSICALOR VISIBLE CHANGE FROM THE SURFACE'S PREVIOUS CONDITION CAUSED BYTHE CONSTRUCTION PROCESS.THE CONTRACTOR SHALL SUPPLY "AS-BUILT" INFORMATION OF WATER SERVICES PROJECT FROM BORROW, NOT DEFINED AS BEING UNSUITABLE BY THEENGINEER, EXCEPT THAT ONLY SELECT GRANULAR MATERIAL SHALL BE USEDUNSUITABLE MATERIALS ARE ALL MATERIALS DETERMINED BY THE ENGINEER ASBEING UNSUITABLE FOR GRANULAR BORROW OR STRUCTURAL BACKFILL FORROADWAY CONSTRUCTION.PROVIDE FOR THE REMOVAL AND DISPOSAL, OUTSIDE THE CONSTRUCTION ZONE,BY THE DESIGNER.IN FILL SECTIONS, TOPSOIL AND OTHER UNSUITABLE MATERIALS SHALL BE ELIMINATEDINCLUDING LENGTH AND LOCATION. ALL EXCAVATED MATERIAL SHALL BE USED ONSITE FOR BORROW ITEMS IF MEETS GRADATION REQUIREMENTS UNLESS DIRECTED OTHERWISE BY THIS PLAN OR ASDIRECTED BY THE ENGINEER. CONSTRUCTION NOTES ____ ____ DATE ____ BY ____ NO. STANDARD PLATES , HRC CES MBG, BSS MBG REINFORCED CONCRETE PIPE (5 SHEETS)GASKET JOINT FOR R.C. PIPE (2 SHEETS)SHEAR REINFORCEMENT FOR PRECAST DRAINAGE STRUCTURESMANHOLE OR CATCH BASIN PRECAST - DESIGNS G AND H CONCRETE SHORT CONE & ADJUSTING RING (SECTIONAL CONCRETE) MANHOLE OR CATCH BASIN (FOR USE WITH OR WITHOUT TRAFFIC LOADS ) (2 SHEETS)STANDARD BARRICADES RING CASTING FOR MANHOLE OR CATCH BASININSTALLATION OF CATCH BASIN CASTINGS (CONCRETE CURB AND GUTTER) COVER CASTING FOR MH (FOR USE IN ALL TRAFFIC AREAS) - CASTING NO. 715 & 716PEDESTRIAN CURB RAMP (FOR THE HANDICAPPED) (12 SHEETS)CONCRETE CURB AND GUTTER DESIGN B & V DESIGN TEAM 7111J 4006L TOP OF GRADING GRADE3000L 3006G 3007D 4010H 4020J4101D8000I ALL USES OF THE WORD "INCIDENTAL" IN THESE CONSTRUCTION DOCUMENTS(P) DENOTES A PLAN QUANTITY ITEMADDITIONAL EROSION CONTROL MEASURES NECESSARY, OR AS DIRECTED BYALL DIMENSIONS SHALL BE TO FACE OF CURB UNLESS STATED OTHERWISE.TOP OF "GRADING GRADE" IS HEREBY DEFINED AS THE TOP OF THE SELECTGRANULAR MATERIAL OR THE BOTTOM OF THE AGGREGATE BASE.4110F7100H SHALL BE CONSTRUED TO MEAN INCIDENTAL WORK FOR WHICH NO DIRECTCOMPENSATION SHALL BE MADE.CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES ASSHOWN ON THESE PLANS AND SPECIFICATION, AND WILL IMPLEMENT ANY7036F ANY USE OF TRENCH BOX, SHEETING, SHORING OR OTHER METHODS ORTHE CONSTRUCTION LIMITS OR SLOPE EASEMENTS SHOWN WILL BETHEREFORE.ACCOMPLISHED BY THE "QUALITY COMPACTION METHOD".WHEN CONNECTION TO EXISTING BITUMINOUS PAVEMENT IS REQUIRED, THETACK COAT SHALL BE IN ACCORDANCE WITH MN/DOT SPECIFICATION 2357 WITH THEAPPLICATION RATES ARE BASED ON DILUTED TACK MATERIAL.WATER, GAS, ELECTRIC, TELEPHONE, SEWER, AND TV CABLE LINES SHOWN ON THEAVAILABLE AT THE TIME OF PLAN PREPARATION, BUT MAY NOT REFLECT ACTUALTHOSE PROPERTIES, OR BEGINNING EXCAVATION IN THE VICINITY OF THOSEENGINEER, IN ORDER TO PROTECT ADJACENT PROPERTY. MEANS OF CONSTRUCTION NECESSARY TO COMPLETE CONSTRUCTION WITHINCONSIDERED TO BE INCIDENTAL AND NO DIRECT COMPENSATION WILL BE MADECOMPACTION OF GRADING ITEMS, INCLUDING AGGREGATE BASE, SHALL BEBACKFILLING OF CURBS WITH ON-SITE MATERIAL IS INCIDENTAL TO CURBCONSTRUCTION.EDGE OF EXISTING PAVEMENT SHALL BE CUT TO A NEAT LINE.PROVIDE FOR A UNIFORM BITUMINOUS TACK COAT BETWEEN ALL COURSES. THEFOLLOWING MODIFICATIONS:SHALL BE APPLIED TO THE MILLED BITUMINOUS SURFACE AND BETWEEN ALL NEWLYCONSTRUCTED COURSES.2. THE TACK COAT BETWEEN BITUMINOUS LIFTS SHALL BE APPLIED AT A UNIFORMRATE OF 0.07 GALLONS PER SQUARE YARD BETWEEN BITUMINOUS LAYERS. THEDRAWINGS AND CROSS-SECTIONS ARE PLOTTED FROM THE BEST INFORMATIONLOCATIONS OR ELEVATIONS. THE CONTRACTOR SHALL VERIFY LOCATION OF ALLUTILITIES BEFORE BEGINNING CONSTRUCTION WHICH MAY BE AFFECTED BY AUTILITY CONFLICT. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE TO THEOWNERS OF ALL KNOWN UTILITIES BEFORE STARTING ANY OPERATIONS AFFECTINGPROPERTIES, THE CONTRACTORS ATTENTION IS DIRECTED TO SECTION 1507 IN THESTANDARD SPECIFICATIONS. THE CONTRACTOR IS HEREBY REMINDED OF HISRESPONSIBILITY UNDER STATE LAW TO CONTACT ALL UTILITIES THAT MAY HAVEFACILITIES IN THE AREA. CONTACT MUST BE MADE THROUGH GOPHER STATEONE-CALL. 1. THE TACK COAT SHALL CONSIST OF EMULSIFIED ASPHALT (CSS-1 OR CSS-1H) AND DRAWN BY:DESIGNER:CHECKED BY: THE FOLLOWING STANDARD PLATES APPROVED BY THE DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION SHALL APPLY ON THIS PROJECT. s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678CN.dwg 2/13/2020 10:55 AM Plot: hcunningham 2/13/2020 10:18 AMSave: 48 3 DETAILS GRANADA WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678DT.dwg 2/13/2020 10:55 AM Plot: hcunningham2/13/2020 10:17 AMSave: 48 4 DETAILS GRANADA WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 6'-8' Lic. No. 1' 2' MAX - SPACER TO END OF CASING PROFESSIONAL ENGINEER 1' 2' MIN - END OF CASING TO MEGALUG . MINNESOTA Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678DT.dwg 2/13/2020 10:55 AM Plot: hcunningham2/13/2020 10:17 AMSave: 48 5 DETAILS GRANADA WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678DT.dwg 2/13/2020 10:55 AM Plot: hcunningham2/13/2020 10:17 AMSave: 48 6 HOUSE DETAILS GRANADA WATERMAIN EXTENSION 7.5' MIN. BURY DEPTH MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678DT.dwg 2/13/2020 10:55 AM Plot: hcunningham2/13/2020 10:17 AMSave: 48 7 DETAILS GRANADA WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678DT.dwg 2/13/2020 10:55 AM Plot: hcunningham2/13/2020 10:17 AMSave: 48 8 DETAILS GRANADA WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678DT.dwg 2/13/2020 10:55 AM Plot: hcunningham2/13/2020 10:17 AMSave: 48 9 DETAILS GRANADA WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678DT.dwg 2/13/2020 10:55 AM Plot: hcunningham2/13/2020 10:17 AMSave: 48 10 DETAILS GRANADA WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678DT.dwg 2/13/2020 10:56 AM Plot: hcunningham2/13/2020 10:17 AMSave: 48 11 DETAILS GRANADA WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678DT.dwg 2/13/2020 10:56 AM Plot: hcunningham2/13/2020 10:17 AMSave: 48 12 DETAILS GRANADA WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678DT.dwg 2/13/2020 10:56 AM Plot: hcunningham2/13/2020 10:17 AMSave: 48 13 152678 FILE NO. WEARING COURSE 6" CONCRETE DRIVEWAY3" TYPE SP 9.5 PAVEMENTMIXTURE (SPWEA240B) 4" CL. 5 AGGREGATE BASE (MIN.)8" CL. 5 AGGREGATE BASE TYPICAL SECTIONS GRANADA WATERMAIN EXTENSION CONCRETE DRIVEWAYBITIMINOUS DRIVEWAY MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . 2357 BIT. TACK COAT MIXTURE (SPWEA330C - SPECIAL)2" TYPE SP 9.5 WEARING COURSE 1.5" TYPE SP 9.5 WEARING COURSEMIXTURE (SPWEA330C) 6" CL. 5 AGGREGATE BASE (MIN.)12" COMPACTED SUBGRADE MINNESOTA 02/19/2020 Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF INSET A www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 R/W . X A M 1 : 4 4' EXISTING BLVD. BITUMINOUS, DEPTH VARIES AGGREGATE BASE, DEPTH VARIES GRANULAR MATERIAL, DEPTH VARIES VARIES % 2 16' REVISIONS SEE INSET A L C 32' F-F % 2 71ST STREET SOUTH TYPICAL SECTION GRANADA BAY SOUTH 16' GRANADA CIRCLE SOUTH GRANADA AVENUE SOUTHGRANADA ALCOVE SOUTH VARIES D412 CONC. C&G (TYP.) 4' BLVD. ____ . X A M ____ 1 DATE : 4 WATER MAIN IMPROVEMENTS. REMOVE & REPLACE CONCRETE C&G ASDIRECTED BY ENGINEER TO ACCOMMODATE ____ BY ____ 1. R/W NO. & SEED (TYP.) 6" (MIN.) LOAM NOTES: TOPSOIL BORROW , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678TY.dwg 2/13/2020 10:56 AM Plot: hcunningham 2/13/2020 10:16 AMSave: 400 feet 48 14 200 152678 FILE NO. 0 100 200 scale 463738.3851 464359.1700464312.4260464285.4972464201.6059464175.0954463947.7746463913.4764463815.8006463642.6610463646.2403463746.1169464107.2740 464347.8886464335.7252464347.8874464339.5994464277.1647 464339.0315464348.4175 463840.7029463928.7798463962.0496 END EASTING END EASTING END EASTING 463935.9355 END EASTING ALIGNMENT PLAN 135255.9251 135264.8233135269.4896135269.9856135261.7138135372.4085135451.5929135566.1548135615.5072135790.8095136773.0112136873.6369136877.6518 135708.6431 134932.7500135194.3203135230.9949135297.8565135303.3665135437.9930 135210.4114135321.7160135345.3197 END NORTHING END NORTHING END NORTHING GRANADA WATERMAIN EXTENSION 137414.8189 END NORTHING 464483.8351463738.3851 464359.1700464312.4260464285.4972464201.6059464175.0954463947.7746463913.4764463815.8006463642.6610463646.2403463746.1169 464375.6528464347.8886464335.7252464339.0315464347.8874464348.4175464339.5994 463747.2136463840.7029463928.7798 START EASTING START EASTING START EASTING 463940.6611 START EASTING DATUMSVERTICAL DATUM = NAVD88BENCHMARKSTOP NUT HYDRANT NE QUAD GRANADA AVE. S AND 70TH ST. S INTERSECTION:TOP NUT HYDRANT NE QUAD GRANADA AVE. S AND GRANADA BAY S/GRANADA CIR. S INTERSECTION: HORIZONTAL DATUM = NAD83 (2011)EL. = 954.15EL. = 898.24 135255.9251 135615.5072136773.0112 135242.0633135264.8233135269.4896135269.9856135261.7138135372.4085135451.5929135566.1548135790.8095136873.6369 134782.6025134932.7500135194.3203135230.9949135297.8565135303.3665135437.9930 134979.7649135210.4114135321.7160 MINNESOTA START NORTHING START NORTHING START NORTHING 136875.7996 COTTAGE GROVE, START NORTHING 103+12.31111+28.41 101+26.73101+73.75102+00.69102+85.18105+89.09106+75.39108+28.18109+19.99121+10.62122+67.78126+28.96 UNDER 201+52.69204+15.36204+52.18205+19.63205+25.16206+60.67209+38.42 302+48.87303+92.74304+33.53 END STATION END STATION 40913 END STATION 405+39.04 END STATION CHAD SETTERHOLM, PELic. No. 103+12.31111+28.41 100+00.00101+26.73101+73.75102+00.69102+85.18105+89.09106+75.39108+28.18109+19.99121+10.62122+67.78 200+00.00201+52.69204+15.36204+52.18205+19.63205+25.16206+60.67 PROFESSIONAL ENGINEER 300+00.00302+48.87303+92.74 START STATION START STATION START STATION 400+00.00 . START STATION MINNESOTA BEARING BEARING BEARING 02/19/2020 BEARING Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF EASTING EASTING EASTING 464483.8351464359.1700464312.4260464285.4972464201.6059464175.0954463947.7746463913.4764463815.8006463738.3851463642.6610463646.2403463746.1169 464375.6528464347.8886464335.7252464339.0315464347.8874464348.4175464339.5994463747.2136463840.7029463928.7798 EASTING 463940.6611 NORTHING NORTHING NORTHING 135242.0633135264.8233135269.4896135269.9856135261.7138135255.9251135372.4085135451.5929135566.1548135615.5072135790.8095136773.0112136873.6369 134782.6025134932.7500135194.3203135230.9949135297.8565135303.3665135437.9930134979.7649135210.4114135321.7160 NORTHING 136875.7996 5.54 91.81 47.0326.9384.4927.1486.29 40.79 36.8267.45 982.21 126.73276.78152.79208.43157.16361.18 262.67277.76248.87 www.sehinc.com 152.69135.50143.87 PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 LENGTH LENGTH LENGTH 539.04 LENGTH 42.44 23.5778.7399.52 73.94 68.34 114.01 165.39 132.15 TANGENT TANGENTTANGENT TANGENT 290.00362.00201.00257.00207.00101.00 963.00420.00253.00 RADIUS RADIUSRADIUS RADIUS DELTA DELTA DELTA DELTA STATION STATIONSTATIONSTATION 103+12.31111+28.41 100+00.00101+26.73101+73.75102+00.69102+85.18105+89.09106+75.39108+28.18109+19.99121+10.62122+67.78 300+00.00302+48.87303+92.74400+00.00 200+00.00201+52.69204+15.36204+52.18205+19.63205+25.16206+60.67 POINT POINTPOINTPOINT L1 L2L3L4L6L7 C1L5 C2C3C6C4C5 L8L9C9 C7C8 L11 L10L12L13L14L15 REVISIONS POINT ID POINT ID POINT IDPOINT ID 0 0 + 0 0 . L11 O S 1. R I C 1 A L9 D L A N A R .G O S 2 Y 0 0 A+ B 0 0 A 8 D L A N C8 0 A 0 + R 5 0 G 2 C7 2 1 L 2 0 9 C1 + 2 3 8 . 4L10 2 C L2 6 9 . 8 L3 2 + AVE. SO. 126 GRANADA 3 70TH STREET SO. C 3 00 0 .OS .EVA ADANARG 5 . 0 3 + + 3 5 5 + 0 2 41 1 L1504 00+0 40.93+005+0450440 L 3 . ____ O 9 S C E 6 V C 7 O L C L14 L A A D 3 1 A L N A 5 R____ L G 0 DATE 0 + 0 .OS .EVA ADANARG 0 3 4 5C 0 C 0 + L6 ____ 0 BY 00+021 00+1151 1 ____ NO. , HRC CES MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678AP.dwg 2/13/2020 10:56 AM Plot: hcunningham 2/13/2020 10:16 AMSave: 60 feet 48 60 feet 15 R U B - R T 30 U B 30 - T I V P - -B U R T B P - BU UR 152678 R FILE NO. T - I B00 T 00 U G - 0 B 00 R++ R 00U 0 U88 I R T ++T11 B - - -11 99 B B P 00 U U 11 G 15RG R P 15 - T B I - U B T UR - B R 30 U scale I 30R T scaleR - R U B U B U - B R - V I TT T T V - B - T B U - U GB R I R U R P T -- R BB U UU 7123 B RR- I G T T - B PT U - - I BB R UU R R T 00 - R 00 B SALVAGE MAILBOX (TYP.) 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U R P R - P B - B U R U T I V -I RB R U R U T B T- - B MINNESOTA P- B U U R R R U B - T 00 I 00 02/19/2020 ++ R T 55 U - 00 T BB 11 - - U B I V RG GU T T R R V U - B I B - U PDate: T R SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF -I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT B T 00 U P 00 - T B R - -B I++ U B U 44 RU R11 R R P 11 -U I B B U 7128- T R 7465 T I -7131 7458 B R U U G G R R B - I U V B TT T- V - T B - B U U R R CONC. CURB &GUTTER (TYP.)T REMOVE & REPLACE www.sehinc.com PPHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 - 00 B - 00 B U P U ++ R - R I B R 44 I U U 00 CONSTRUCTION LIMITS (TYP.) B T 11 R - P - T B- B U U R R T - B U I G I R 00R 00 U GRANADA AVENUE S.GRANADA AVENUE S. T ++ B - - B 33 UT 11 R T11 V - T B I U- B R U P I R -TR B - BU U U B R - R P R T - B U U B I R - G T P - B T I - U B 00 00 U R R ++R U 33 B 00 - 11 T I T V -CONSTRUCTION LIMITS (TYP.) B U T T R-G B - I UPB P R - U - B REMOVE & REPLACECONC. CURB &GUTTER (TYP.) B R UR U R U R I B - TT V 00 T REMOVE & REPLACEBIT. DRIVE (TYP.) - 00 - G B B T++ UU I - R22R B 11 U 11 I RR U B - T T T V S&I STRUCTURE(TYP.) 7156 - - B 7464 B P U - UB U I R RR P REVISIONS I 00 P - R B 00 UR -G B B U- ++T U UR R 22B R -U 00 PB 11 - R U B T - T G I I I R I S U Y R A BR U- B B - RU P A V P I REMOVE & REPLACECONC. DRIVE (TYP.)D-B U 22B T 00 A- U 55 B ++N R T 00- A 00 R R U T B - G P I T - B I U R I G G T T I V- T 0000 R- B B P U U- B -B++U I R R- P UB BUR -G R T U U BR - P111111 R I R >> U B - 00 T 00 I ++ 44 00 22> > I PR U REMOVE & REPLACEBIT. DRIVE (TYP.)T - BB - R UT U 00- B RG - B V T 00 T >U V > ++ S I -R R . 11B U R B I -00T U T C 11- RR A B > U I >7189 D B - U A P N R R U A B - R RT G U > >BG - I V I T 00 7499 00 GR ++ U 33B - 00> T 22> P P P - PR -B - U B -BB - HYDRANT U B R P UU UT > UR >B - - R R TT B R V -I U B U G R R R UDATE B - G T TT WEST SIDE OF HYDRANT TEE V T 7496 00- PROTECT EXISTING B - B00- B U U R++ U REMOVE GATE VALVE & BOX ON R BY 7220 R I 00 11 G T 11 - B U NO. R T - B U 00 R 00 P I P - ++ B - DIRECTED BY ENGINEER B P U 00 T U -R PED RAMP & BIT. TRAIL AS 00 - BR B 11 REMOVE & REPLACE CONC. U U , HRC RR CES 6 R 9 4 U MBG, BSS MBG 7 BG T - - B P TU I -R B U DESIGN TEAM R T 00- B G 00 I U ++ R 99 00 11 T T V - B - B U GT DESIGNER:CHECKED BY: DRAWN BY: U R- B R U s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\cg152678REM.dwg 2/13/2020 10:57 AM Plot: hcunningham R2/13/2020 10:15 AMSave: 60 R feet U B - 60 V feet T 48 R U G B - T 16 T 30 - B U R 30 P -T B - B U 152678 U R G FILE NO. R 0 0 R T UT - BVB - I-U B V R 15 TU R 15 T - B 30 I scale U R R UG 30 B scale - P 7001 66 T 99 - .. I B 00 88 00U 22 R T ++ T ++ V 22V - 00-66 B B 44 22 U U 11 R R T I - B U R00 00 G ++ R 66 U 22 B -11 I PT - B U R 6641 T T V V - - I B B T U U - B R R U REMOVAL PLAN R I G 00 00 R ++ G I T 11PU T T 00 - - - BB 44B -B - U U B RU RP U R R I T V R GRANADA WATERMAIN EXTENSION - BU U00 B RT - 00 R PTT UV ++ -39.0439.04T R BB- - - B G55- UU B ++ B I T22 R BU 11U - U R P R R R 405405 U B - T R U B 1 - T 8 T G 5 T - 00 -B 6 00 RB R U ++ U U U 00 B R - 00 R B0000 44V - R R I T ++ U UP B B - - T T 405405 R R U U T B B -T -- P -B 8 P I RB RU UT 2 U U R B V 6 - B R - T -6 T00 B REMOVE & REPLACEBIT. DRIVE (TYP.) 00G 6588 U ++ R 44 MINNESOTA 22 R 11 I U R RB T U - T UG B- V - B - B T -TB U T U COTTAGE GROVE, R R > > > >R U R I R UB - U BR - B P U - P BTI P -B -U R REMOVE & REPLACECONC. CURB &GUTTER (TYP.) T G T- BU R IT -B UR UNDER I I 40913 R U R P T BT R - UT I - -- T U BB B VB -R B -U TU -U U B V 0000 R RR T B U ++- I R T- BUT R 00 T-B UR 00TG R 7115-BU R T -BU R U ++ 404404T-BCHAD SETTERHOLM, PELic. No. UR CONSTRUCTION R LIMITS (TYP.)BT-B UR 33 R- T -BU UR 22 T U B11 - B - T I TT P G - - BB PROFESSIONAL ENGINEER I UU RRR U B R - . UT B - T R U I I B - T T V R -- T B B U(ZAY O) BUMINNESOTA U -P TR R - T B V U - BR RR T-BG UR T -BUU R UUG T- BUR T -BR BUR02/19/2020 B I T --B UR -R T-B UR PT -BU TR UT T T- BUR T -BU R B-- R-BB T UUU I BRR - V T-B U R 00T T-B U R R00T- BU GR T- BU R U ++0000 T -B UR TV-BURG BRDate: T- BU RR -22++ G T -BSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF UUI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT R 22P -B TUU GR TT-B BVUR 11T-R BU-UT RBB-BU BU-R -I TG R - T403403 I V T T - 7110 B U R R G U R B - P U R T B- -B U T U B - R P T R G- B U I RU I B R - U R U V BB CONSTRUCTIONLIMITS (TYP.) - - T R T T U B - R V U T www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 B G- T T T VV - RB - T- UB U B I R BGU U - R T R I 00 00 R ++ U 11 B22T - 11- B P U R R 0000 U TR VB T ++ - I U - T B - R I BB U G - U R U B P -402402 T R V G - BT U R R U B I - GRANADA AVENUE S. T 1 TV-BUR 0 T I0 R- 7114 B 7 U R R B U - UR UT PB BR U - -V T TBT CONC. DRIVE (TYP.) REMOVE & REPLACE V-- B - T B I U U R R 00R 00 UG ++ B RR - 00U U V 22 I BT B T - -11 R - TT G 9 B U I1 R U B - 1 U R T 7 B - R P U RB - U T RB - I GRANADA AVENUE S. & 71ST STREET S. U P I B (TYP.) - T T - B G R U TV-BUR U R 0000R B - U T B ++ - I R V U T T B - V 401401 T - B I R UU T B 00 -R - SALVAGE MAILBOX 00 T I8 B ++ G R 8 U R99 U 11 5 U R B11 -B 6 P - T P - R B G U U B CONC. CURB &GUTTER (TYP.) -REMOVE & REPLACE I R T I REVISIONS T R - BU T U B -- R B V T U R I T - B RR R-BU P U U I UBUR P- RP B UR -BT-B - T-BUR - B-BURT T UR PT-B T-BUR UP V R I - B U T R G - 7118 BR U 00 U 00 RB - ++ 88P-BURT 0000++126126 0000++552211 110000++124124 I III I 11 I 0000 T ++ - B U G R 400400 R R U U BB - - TP T - B U R TV-BUR TV-BUR G G TV -B U R T-BUR T-BUR T-B UR T-BUR T-BUR R U B - T R U B - 1 P 5 4 1 6 1 6 7 DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM DESIGNER:CHECKED BY: DRAWN BY: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\cg152678REM.dwg 2/13/2020 10:57 AM Plot: hcunningham 2/13/2020 10:15 AMSave: ++ 99 00 22 48 60 60 feet feet 17 R U -B T 00 T 00- B U R ++G P 99-30 B 30 RU RU00 B -R PT 22 U T- VB B - -B PU U TR - R B 152678 U FILE NO. R G R T I U-0 0 B B -U T T R V - B U 15 15 R P T - I - B B U U 30 G 30RRscale scale 7473 RR U U BB TG - - - I PT B U R T V 00 - BT U 00 - RB U R ++ R U R U -88B P B - 00 R R P-BU T 22 U I T B - B - T GU - V BR G P U T R- T B T 00 U V 00 - R++ B -TT 77 B V- 00 UB - 11 UB U P G RU REMOVAL PLAN R R -R B I 5 T U -6 B P R 4 U -I T -7 BT B R U- B UR U R R T G - B I P - U B T U - B R R I U R T T I V GRANADA WATERMAIN EXTENSION - B- TB G U U V RT - B R - U T B P-BUR R - I B U P TU00 00 -RR - ++ B B G T 66 U U00> V11 R I R I > 3T -G- B U B 5 R 00 . T U P 003 - - P T BB3- RB U R ++U - UR T R+-B BUU R B 77- T P RG R U4 I 00 -U B B0 P- R 22 V 3T TU - B -R I B U I U I R > R > I T 00 00 -++ 55 0 00 B11 0 > U G R >+ R PU 4- B U B 0R T T - 3 V - V B - T I B I U(TYP.) P P-B UUR R S - BR . G R T R U C -MINNESOTA U U RB L B B> U - - A > T RP P A - T-BUR B D I REMOVE & REPLACEBIT. DRIVE (TYP.)COTTAGE GROVE, U IS&I STRUCTUREA R N R A R U R U B R - G B> R U- P > U T B G - B 00- G T UNDER 00 TV I T - ++ B 40913 66 U SALVAGE MAILBOX(TYP.) 00 R 22 R R U U P R GB I B >> -- U - BR T B V U U - T RTB - 0 P 0CHAD SETTERHOLM, PELic. No. I S R SALVAGE & REPLACE CONC. PAVER DRIVE P+ U Y - B3 B - A 0 UR T 3 B PROFESSIONAL ENGINEER RU I R B A - U> T D B > - A T. G R P-BUR I N U 7362 A B - R V G RT U P-BU RMINNESOTA B G P-BUR- R UG -B T>> T 8 T GR-B UU -BR T UR TV-BT TV-5 -BBU RR BUU -RG T I 4 RR R U B - P 7 UU T I LIMITS (TYP.) BB 02/19/2020 V -- I 00 I I-T P I I 00B R CONSTRUCTION U ++ I U R R 55B - 0000U 00 11++ 3300 ++22 00T>> 000011 22 I B R- I PR U R G BU ->U I B > PB- Date: - P SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF TI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT R 00 00 R U ++ 11 0 00 11 RU BUB P- 0 P- - B U RB -V + TT I >> 2 P - B0 U R G 3 I R R U U >R B CONC. CURB &GUTTER (TYP.) B - R >UU -B- PP G T- B UB P R - I R T U >> BG - REMOVE & REPLACE V P T - B U R R U T RR > V B UU >I - - www.sehinc.com BPHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 REMOVE & REPLACECONC. DRIVE (TYP.) B I B T U -- 00 R T P 00 P >> - ++ B R U 44 SALVAGE MAILBOX(TYP.) R U 00 G 22B - R P I R U S > U BR .R I>-B U- U G R T BT I -B - P C P >> 0 A GRANADA ALCOVE S. 0 R D U+R B1 A U - 0 RR B N V- 3 G UU T A>P T I BB V- - > R P -T T B -I G B U UR R > R U R > B G U - TB - R R RP U I U U B >B - B - -T >P PG I T - B R U R U U RB B -- R V T U T B - P 7388 00 00T I> R R V G U ++7446 > TB U G- - -B T U >B 33 B R - 00 U > PT 22- B U RR GRANADA CIRCLE S. & GRANADA BAY S. G S&I STRUCTURE(TYP.) > T I> - B 0 U0 P P R -+ - B B 0 U U 0 R R 3 0 0 I T CONC. CURB &GUTTER (TYP.)4 > - 7 > B U R REVISIONS T V REMOVE & REPLACE - G B U R I T - GB U R 00 00 P P ++ - - B B 22 U > U 00 I R > R22 T LIMITS (TYP.) - B U R CONSTRUCTION G I > > T G - B T U V R - B U R P I - B > T R U - > B RR U U B U - R B P- V T I G > 00 00> G ++ 11 00 T 22 V - B R I U DATE U R B - P T - P B - B U U >BY R R > R R U T U B -B- G- B P T U RT NO. V - B U R G UR T-B > > , HRC CES P MBG, BSS >MBG - B > U R P DESIGN TEAM - 00 B 00 U R ++ 00 > 00 > 22 DESIGNER:CHECKED BY: DRAWN BY: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\cg152678REM.dwg 2/13/2020 10:57 AM Plot: hcunningham 2/13/2020 10:15 AMSave: 60 feet 48 890885880875870865860855 862.42870.42 870.4 18 109+00 30 T 152678 - I BFILE NO. U G 0 R 0 861.90869.90 0 +T PROPOSED PROFILE - 9 B 869.8 EXISTING PROFILE 0 U 1 R P 15 - T B I - U B UR R BENCHMARK EL. 954.15TNH NE QUAD GRANADA AVE. S AND70TH ST. S INTERSECTION 30 T scale - B U % R 4 I T T 0 V - . B 861.38869.38 - 1 B U U G R R 869.3 T - 108+00 B U R I T - B P U - B R ) U 6 R T - B 0U 0 I R 860.86868.86 + T FOR 8 - PLAN & PROFILE B 0 868.8 U 32 1 T - R G V 7.5' MINIMUM COVER - 26 T B ) - UB 3 RU R EL=868.59 I T -PVT STA=107+23.65 B P I U GRANADA WATERMAIN EXTENSION R D P P I" T - B 8 - SEE SHEET SERVICE CONTINUATIONCONCRETE HYDRANT PAD(PER DETAIL ON SHEET D WATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSING AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION.U B 12" x 12" DIP SLEEVE " 860.32868.32 R U L=25' 8 EL=868.31 R I T K=128.68 - 868.3 PVC STA=106+98.65 B U PVI EL=868.46 R 107+00 PVI STA=107+11.15 G T - T B V U I - B TR -U B 7362 R U 0 0 R 7473 + 7 0 T 1 - P B 859.71867.71 - I U B % T UR - 3 RB 867.7 2 U . R 1 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 8" DIP TEE GT KEYED NOTES - B U T I MINNESOTA - R B STORM INV. AT WATERMAIN CROSSING = 860.05(FIELD VERIFY) T U V R - B U WATER MAIN OFFSET PER DETAIL (SEE SHEET SEPARATION. R UNDER STORM PIPE. MAINTAIN 2 FT. OF VERTICAL COTTAGE GROVE, T - B T U - B EL=867.12 U I PR R 859.10867.10 17 - B - PVT STA=106+02.35INV. 862.44 (SE) PU T TC= 866.44 - - B BR U867.1 U T 154" INSULATION - 3.6 SY RR - B U STA= 105+93.36 INV. 862.42 (SE) R 0T 5A 106+00 0- >G B > UNDER + U TC= 866.42 INV. 862.42 (NW) 6R 0 I 40913 6" GV & BOXSTA. 304+12OFFSET 7.9' R 1 STA= 105+88.46 5B > SIINV. 861.36 (SE) 0> P . I 0 C D+ T L "4 TC= 867.07 A V INV. 861.64 (NW) 6 0 3 A - P B D - B>> U A U STA= 105+67.432 R INV. 859.73 (SW) N I 3 R A 5 . R 3 G 3 T INV. 859.73 (NE) I + - 4CHAD SETTERHOLM, PELic. No. B 0 859.74867.74 3 U R I 867.9 > >L=100' PROFESSIONAL ENGINEER K=10.83 G P LP EL=867.04 PVI EL=866.51 - B . U T TC= 868.27 LP STA=105+89.02 V PVI STA=105+52.35 -I RB U INV. 862.56 (NW) R STA= 105+25.884 T - B U R MINNESOTA HYDRANT EL=870.51 862.70870.70 6" GV & BOX 0 0 PVC STA=105+02.35 + 870.8 TNH EL.= 869.83 T 5 02/19/2020 - 0 B 105+00 1 U I R G T 4" INSULATION (3.6 SY) V 12.5 LF 6" WATERMAIN - B U P R STA. 304+04 OFFSET 20' R - B T UDate: - I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF B R I U 890885880875870865860855 R 866.70874.70 P - B 874.7 U R 7465 I 7458 910905900895890885880875 G CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTAND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.SEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLPART OF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING,ETC. NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPEINSTALLATION. TT STORM SEWER CROSSING V- B PROTECT EXISTING 21" RCP - B U U 2.3.4. R NOTES:1. R 870.70878.70 P 0 - 0 B www.sehinc.com UPHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 +878.8 R 4 I 0 104+00 T 1 P - B - B U U R R % 0 0 I. G 8 - P T CONSTRUCTION LIMITS (TYP.) I - B D GRANADA AVENUE S U " 874.70882.70 R 8 T V - B 882.9 I U R P -T B - B U U R R P - B U I R G T - B 0 0 U +R 3 878.70886.70 0 1 T I V GUTTER (TYP.) REPLACE CURB & 886.8 - B U T R-103+00 B UP P R - - B B U U R R I EL=889.38 T - G B PVT STA=102+66.53 U R 882.61890.61 I G 890.6 T T V R U - -B B 7464- B P T U - U 8" GV & BOXSTA. 101+69.5OFFSET 7.6' R B U R RR P I 0 P - R B 0 U - I B B U- +T REVISIONS U 6" GV & BOXSTA. 205+16OFFSET 8.7' L R + 2 6 R 0 0 2 1 R U B - T G I 6 G " 885.23893.23 DR I PA I N I A R L=120' D U EXISTING PROFILE 893.3 A B K=15.10 - R PROPOSED PROFILE G V U B 6" GV & BOXSTA. 204+61.5OFFSET 8.0' L REPLACE EXISTINGDRIVE IN KIND (TYP.)BT - A P P P Y102+00 I -I B PVI EL=894.18 S U R D R U " PVI STA=102+06.53 B - P I T 8 - 2 B 0 5 + U 0 0 R I G T I V R- B U U B - I R R P U B - TC= 893.79 R T U B - INV. 890.12 (E) P 886.20894.20 STA= 101+55.04 6 I R >> U B EL=894.21 - 0 T 0 + 894.4 4 0 2> PVC STA=101+46.53 > I PR U - BB - R UT U 0 B G R- V 0 T G > R >TC= 893.77 INV. 889.32 (SE) + A IN R 1 6A U "D B -0 STA= 101+29.15 DAHYDRANT7 T%INV. 889.45 (W) IC 1 P I R R>5 U I > . B - S 0 P . R U 0 B -INV. 888.94 (SW) - T R U TC= 893.80 > >B - V INV. 888.94 (NW) T 0 7499 STA= 101+12.26 0 8 GR EL=894.23 U B -PROTECT EXISTING > T > P PVI STA=101+00.78 R894.4 - U B B - R P U U > 101+00 >B - R TT V - B U G R R U B . - T DATE 12 7496 - 7 8" GV AND BOX BY CONNECTION POINT.) SHEETS NO. 0 0 + SIDE OF HYDRANT TEE AT P 0 (FIELD VERIFY) - 0 B 1 U R STORM SEWER CROSSING 6 PROTECT EXISTING 18" RCP 9 , HRC 4 STANDARDS. SEE DETAIL 7 CES CONSTRUCT PEDESTRIAN STORM INV. AT WATER CONNECT TO EXISTING WATERMAIN (REMOVE EXISTING VALVE ON WEST MBG, BSS RAMP TO MEET MNDOT ADA MAIN CROSSING = 888.74 MBG DESIGN TEAM 100+00 910900890880 905895885875 TNH NE QUAD GRANADA AVE. S AND BENCHMARK EL. 898.24GRANADA BAY S/GRANADA CIR. S INTERSECTION DRAWN BY:DESIGNER:CHECKED BY: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WM-Granada Ave_71st St.dwg 2/13/2020 10:58 AM Plot: hcunningham 2/13/2020 10:13 AMSave: 60 feet 48 910905900895890885880875 891.01899.01 T - B 19 U899.0 R 118+00 30 0 T 0 - B + R U U8 I TR 1 B - - 1 B P U 152678 FILE NO. G RG L=75' K=46.85 0 T 888.22896.22 - HP EL=899.79 PVI EL=898.02 B U I HP STA=118+15.86 896.2 R PVI STA=117+78.36 R EL=895.65 R U 15 UB PVC STA=117+40.86 - B - V T T BENCHMARK EL. 954.15TNH NE QUAD GRANADA AVE. S AND70TH ST. S INTERSECTION T 30 scale - B I U R P - R P B I U U 7123 D B R - G " 885.08893.08 T 8 HYDRANT T 893.1 6" GV & BOX - I B 18" CMP CULVERT U 117+00 PROTECT EXISTING R 0 TNH EL. = 899.43 R 0 % U PROTECT EXISTING21" CMP CULVERTCROSSING +1 B 3 -R 7. T 16 U 1 B 13.5 LF 6" WATERMAIN - T V I - TB U )TR - 6 B STA. 117+59.5 OFFSET 21.5' L 881.92889.92 U PLAN & PROFILE P G R - B 889.9 G (FIELD VERIFY) U R I T FOR - B 32 U - T R - EL=888.26 26 B 7124STORM INV. AT WATER U R PVT STA=116+23.67 MAIN CROSSING = 887.71 GRANADA WATERMAIN EXTENSION I P T I R - D UB " BU 878.84886.84 - 8 R V R T SEE SHEET SERVICE CONTINUATIONCONCRETE HYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORMSEWER. USE 4" INSULATION 886.9 12" x 12" DIP SLEEVEBETWEEN CROSSING AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION.U B - G 116+00 T 0 I 0 T R + - B U 6 U B1 - 1 R P R U B L=100' - K=36.00 T I PVI EL=885.10 876.36884.36 T - B PVI STA=115+73.67 U T 884.4 R V - EXISTING PROFILE B U T-BUR R I PROPOSED PROFILE 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 8" DIP TEE G MINNESOTA 7127 EL=883.33 T KEYED NOTES - B PVC STA=115+23.67 U RR COTTAGE GROVE, U B - I P 874.50882.50 T - T B882.5 - U B R 115+00 UNDER U 0 R 7.5' MINIMUM COVER 0 40913 + G T I 5 V 1 1- % B T G 3 U - 5 B T R. U- 3 B R P - B U U R CHAD SETTERHOLM, PELic. No. R P - B 872.73880.73 U R I GUTTER (TYP.) REPLACE CURB & R U 880.7 PROFESSIONAL ENGINEER B T- P- B U . R R U B - T I R U T MINNESOTA B LP STA=113+71.12LP EL=878.08PVI STA=113+96.12PVI EL=878.83L=50'K=89.30PVC STA=113+71.12EL=878.08PVT STA=114+21.12EL=879.71 -- B V UG T R 870.99878.99 R U I B - 02/19/2020 879.0 T 114+00 0 P 0 T - -B + B U 4 U R1 R R 1 U I B 7128 - Date: T I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF 910905900895890885880875 T -869.45877.45 7131 B R U U G R R B877.4 - I U V B T- T T 890885880875870865860855 - % B 7 U P CONSTRUCTION LIMITS (TYP.)9 . R - R I B2 U U B R - T 867.97875.97 www.sehinc.com TPHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 - 875.9 B U I R 113+00 0 R 0 U +B - EL=875.30 3 T 1 1 PVT STA=112+77.55 T - B U I GRANADA AVENUE S R R U B 866.55874.55 - R T U 874.5 B - TP - B I U R R REPLACE EXISTINGDRIVE IN KIND (TYP.) U B - HYDRANT T L=100' 6" GV & BOX K=51.59 T G - I B PVI EL=873.81 8" GV & BOX TNH EL. = 877.91 U 865.58873.58 R R PVI STA=112+27.55 U B -873.6 TT 11.5 LF 6" WATERMAIN V 0 112+00 - 0 B PROPOSED PROFILE + STA. 112+77 OFFSET 22' L T U EXISTING PROFILE I - 2 R B EL=873.29 1 U 1 R PVC STA=111+77.55 R U STA. 112+70 OFFSET 10.7' L B - T 7156 I 865.01873.01 R G 17 U 873.0 P R - B I -U D PB 15 - " T 8 I REVISIONS R U BR - RU V UB T - B T - T 864.49872.49 I 7.5' MINIMUM COVER 872.5 G T 111+00 - T 00 B P - U B+ - B U1R G U 1 R R1 I T - B T VU 863.97871.97 -R B T U - 872.0 R B 7189 U R G I P P - B - B U UT R - R B I U R 863.45871.45 G 871.4 T T V- 0 B 0- 110+00 BU + U R 7220 R I 0 1 G T 1 - B U DATE R T - B U R AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.SEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL. CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) ASPART OF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING,ETC. NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPEINSTALLATION. P I P - BY B - B U T 862.94870.94 U R -2.3.4. R NOTES:1. B% 4 U 0 R871.0 NO. . 1 R U BGT HYDRANT - - B P TU I 6" GV & BOX -R B STA. 109+86.5 U OFFSET 21.5' L R TNH EL. = 873.98 , HRC T CES - 0 GB 0 I U + RMBG, BSS MBG 16 LF 6" WATERMAIN 9 0 1 862.42870.42 T T V - B - B DESIGN TEAM U GT U R- 870.4 B R U R 109+00 890885880875870865860855 TNH NE QUAD GRANADA AVE. S AND BENCHMARK EL. 898.24GRANADA BAY S/GRANADA CIR. S INTERSECTION DRAWN BY:DESIGNER:CHECKED BY: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WM-Granada Ave_71st St.dwg 2/13/2020 10:58 AM Plot: hcunningham 2/13/2020 10:13 AMSave: 60 feet 48 20 R30 R U U B B - - R PT U B R - U T 950945940935930925920915 B - V 152678 T FILE NO. R U G B - 0 T 126+29.14 T - B U 15 R 926.7 BENCHMARK EL. 954.15TNH NE QUAD GRANADA AVE. S AND70TH ST. S INTERSECTION P 30 -T scale B 126+00 - UB U RG R R T UT - V BB - - I U B V R U T 3 R 920.63 T - B I U R P R 932.9 I G U D B - " P 8 7001 6 T 9 EL=935.37 - . I B 0 8 0U 2 R T + T PVI STA=125+29.49 V+ V 2 BEND - 0-6 B STA. 125+618"x4" DIP TEE (2) B 42 U U 1 R WAT-8 ON SHEET R CAP 8" DIP PER DETAIL PLAN & PROFILE T I - B U R 0 0 G 927.21935.20 + R 6 U 2 B - 1 % PT I 935.2 - 9 B 5 U . R 125+00 STA. 125+20 0 P I TNH EL. = 937.95 HYDRANTSTA. 125+06 OFFSET 22' L6" GV & BOX 14 LF 6" WATERMAIN 6641 P D T T GRANADA WATERMAIN EXTENSION I V" V -4 - D I B P B T I P U I U - " B D R R D8" GV & BOXSTA. 125+15 OFFSET 8.4' L U "8 " R 4 8 I G EL=934.98EL=934.98 0 P I 0 STA. 125+06 +D I PVT STA=124+62.38PVT STA=124+62.38 P 1 " T 0- - B 8 4B U 926.88934.87 U R R 934.8 I T V R - BU 3 UB0 R- 0 R & BOX (2) PT U WATERMAIN HIGH POINT + - R B B - G5 UU T I 2 R B 1 - P R 4" GATE VALVE U B - T R U B - 925.82933.82 T 0 0 R933.7 MINNESOTA + U 0 B - 0 WAT-8 ON SHEET 124+00 4 V R R I T U U B B - - T COTTAGE GROVE, T CAP 4" DIP PER DETAIL REPLACE EXISTINGDRIVE IN KIND (TYP.) L=150'L=150' R R K=24.67K=24.67 UU B B - - P PVI EL=934.54PVI EL=934.54 P I R R U U B PVI STA=123+87.38PVI STA=123+87.38 - B - T T0 0 G 6588 UNDER 923.76931.76 + 4 7.5' MINIMUM COVER 2 40913 R 1 I U931.7 R B R U - EXISTING PROFILE U B PROPOSED PROFILE V - B T -T T 8" GV & BOX I R REPLACE CURB &GUTTER (TYP.)R CHAD SETTERHOLM, PELic. No. U U BR - B U - P B T - EL=929.53EL=929.53 T G PROFESSIONAL ENGINEER PVC STA=123+12.38PVC STA=123+12.38 I 920.71928.71 R U STA. 124+29 OFFSET 7.9' L R. B R - U 928.7 UT B - B - T V 123+00 T I 0 0 R 7115 MINNESOTA U + R B 3 R- U 2 T U 1 B - B - T P G I 02/19/2020 R U B R -917.37925.37 UT B - T R 925.4 U I B - V R T U B Date: - T I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF R R U UG B B - - R P T U B R -950940930920 945935925915 T U I914.04922.04 B - V 922.0 0 T R 0 G U + 122+00 BR 2R - U 2 T U 1B B- - T I 930925920915910905900895 V T 7110 % 7 Rwww.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 G6 . U 6 R B - U R T B 910.71918.71 - U T B - P 918.7 R U I R BR - U U V BB -- T R T T U GRANADA AVENUE S B - V T G T - B R U U R BG - T 907.37915.37 I 0 0 R + U 1 BT 2 915.4 - 1- B P U R R 121+00 U T B V - I - BT R U U R B - T V G - BT U HYDRANT R R U B I 6" GV & BOX- T P I D " TNH EL. = 920.688 R 7114 904.04912.04 U R R B - URU P BB U -- 912.0 T T BT V- - T 14.5 LF 6" WATERMAIN B I U R 0R 0 G U +B R R - 0 UU V STA. 121+42 OFFSET 21.5' L 2 BB EL=910.39 T -1- R TT 9 U P PVT STA=120+25.32 I1I B - 1 T D 7 " R 8 U RB - U T RB -900.79908.79 I U P B - T 908.8 G R REVISIONS U R 120+00 B - U T B - I R V U T B L=75' - T K=38.32 R U B 0 - PVI EL=907.89 0 T I + R R9 PVI STA=119+87.82 U 1 U 1 B B - - T P R 898.11906.11 LIMITS (TYP.)G EL=906.12 U B - I T PVC STA=119+50.32 906.1 CONSTRUCTION T R - BU UB - R V 17 T - I 15 T - B R R U U U R P B B - - - B P UP R I T - B 895.75903.75 7118 0 U 0 R + 8 903.7 1 I 1 119+00 T ) - B 6% U G R1 7 . 4 R U B - TP FOR- B U R 32 - EXISTING PROFILE 893.40901.40 26 PROPOSED PROFILE R U 901.4 B - T DATE SEE SHEET SERVICE CONTINUATIONCONCRETE HYDRANT PAD(PER DETAIL ON SHEET BY WATER SERVICE CROSSING STORMSEWER. USE 4" INSULATION 12" x 12" DIP SLEEVEBETWEEN CROSSING AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. EL=899.79EL=899.79 PVT STA=118+15.86PVT STA=118+15.86 NO. 891.01899.01 899.0 118+00 , HRC CES 930925920915910905900895 MBG, BSS MBG DESIGN TEAM 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 8" DIP TEE AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL. CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) ASPART OF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING,ETC. NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPEINSTALLATION. KEYED NOTES 2.4. NOTES:3. 1. TNH NE QUAD GRANADA AVE. S AND BENCHMARK EL. 898.24GRANADA BAY S/GRANADA CIR. S INTERSECTION DRAWN BY:DESIGNER:CHECKED BY: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WM-Granada Ave_71st St.dwg 2/13/2020 10:59 AM Plot: hcunningham 2/13/2020 10:13 AMSave: 60 feet 48 21 17 - 30 15 152678 FILE NO. ) FOR TRAFFIC 0 48 - 47 15 BENCHMARK EL. 954.15TNH NE QUAD GRANADA AVE. S AND70TH ST. S INTERSECTION 30 scale STEEL CASING WALL THICKNESS SHALL BE A MINIMUM OF0.375 INCHES.SEE DETOUR PLAN (SHEETS WORK REQUIRES. CARRIER PIPE SHALL BE CONSTRAINED WITHIN CASINGPIPE UTILIZING SPACERS.CARRIER & CASING PIPES SHALL INCLUDE CATHODICPROTECTION AT BOTH ENDS.CASING PIPE SHALL BE SEALED AT BOTH ENDS.CONTROL NEEDED DURING WATER MAIN JACKING WORK.CONTRACTOR SHALL PROVIDE FLAGGERS WHEREVER WATER MAIN JACKING NOTES:2.3.4.5. 1. R G PLAN & PROFILE T U T - B -B - B U P U R R 960955950945940935930925 T T V 39.04T - - B -GRANADA WATERMAIN EXTENSION B + B U U U R R R AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL. CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) ASPART OF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING,ETC. NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPEINSTALLATION. 405 405+39.04 2.3.4. NOTES:1. 1 8 T G 5 T 8" GV & BOXCONNECT TO EXISTING WATERMAIN- -B 6 B R U U U R R B00 - + P 405+00 405 T PROTECT EXISTINGHYDRANT T - -B 8 B U T 2 U R V 6 R JACKING PIT MUST BE COMPLETELY RESTORED WITH THEWATER MAIN CONNECTION AND RELATED WORK.JACKING PIT RESTORATION SECTION (SURFACE TO SUBGRADE):- 2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA330C - SPECIAL)- 2357 BIT TACK COAT- 2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA330C)- 8" CL. 5 AGGREGATE BASE (MIN.)- 12" COMPACTED SUBGRADE-6 FOLLOWING ROAD SECTION WITHIN 5 DAYS OF COMPLETING THE B 20'x30' JACKING PIT U ABANDONED GAS MAIN (4" P.E.) R T T G - B MINNESOTA - B U U951.7 R R TC= 950.98 > > > >R WATERMAIN DEPTH IN FIELD FIELD VERIFY EXISTING INV. 947.01 (W) U STA= 404+39.71 COTTAGE GROVE, 17 B - P I P -B U R T- BU R IT -B UR I UNDER P T T T I - -- B B VB R 943.03 40913 U U -U U B 00 R RR B U +- 950.5 R T- BUT R T-B UR TG -BU R T -B UR 404+00 404T-B UR T-B UR T -BU R I TT CHAD SETTERHOLM, PELic. No. - - BB UU RR PROFESSIONAL ENGINEER 942.59 . I T T 24" CASING PIPE -- B B (ZA YO) 950.6 U U P R R - T B V EL=950.38 U - MINNESOTA TR -BUB R T-G BUR T -BUU PVI STA=403+33.32 R T- BUR T -BR UR I T -B UR T-B UR T -BU R T T T- BUR T -BU R -- BB 02/19/2020 UU RR %% T- BU 00 R T -B U R 55 P T-942.21950.21 BU.. R I T- BU R 00 00 T -B UR D TV-BURG T -BU R + G" T -B950.3 U R P -B U R G 8 TT- VBUR TR -BU-UT RBB-BU -R I UTG R 403+00 EL=950.14 403 Date: T I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF 7.5' - 100 FEET OF 8" DIPPVT STA=402+86.59 IN 24" CASING PIPE B U COVER MINIMUM R WATERMAIN JACKING P - B U R T 941.47949.47 G- B HYDRANT U I 949.6 R 6" GV & BOX 10'x10' RECEIVING PIT STA 403+15 = 942.29' ) R TNH EL. = 952.94 6 U B - T L=100' T VV K=13.72MAIN PIPE ELEVATION AT - T- B B I PROPOSED TOP OF WATER www.sehinc.com 15.5 LF 6" WATERMAIN PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 U U PVI EL=949.89 R FOR R R/W (TYP.) PVI STA=402+36.59 STA. 402+83 OFFSET 22' R 32 - 938.98946.98 26 00 8" GV & BOX R T + U946.8 - I BB G - U 402+00 EL=946.00 P 402 R PVC STA=401+86.59 GRANADA AVENUE S SEE SHEET SERVICE CONTINUATIONCONCRETE HYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSING AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION.1 12" x 12" DIP SLEEVE TV-BUR 0 T I0 - STA. 402+66 OFFSET 5.8' R B 7 U T R V - 935.15943.15 B U R GUTTER (TYP.) 943.2 %% REPLACE CURB & I T 99 -77 G .. B 77 R U U R B REPLACE EXISTINGDRIVE IN KIND (TYP.) - P I T - 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 8" DIP TEE B 931.26939.26 U TV-BUR 00R EL=939.04 KEYED NOTES + 939.3 PVT STA=400+97.26 T V 401+00 401 - B I U T R - 8 B L=25' G 3 EL=937.34 8 U K=12.77 5 R 6 P PVC STA=400+72.26 - PVI EL=938.07 B 8" DIP PROVIDE MAILBOX BANK FOR ALL PROPERTIESLOCATED WITHIN PROJECT AREA.U LIMITS (TYP.) PVI STA=400+84.76 R %% I 33 928.04936.04 88 T.. CONSTRUCTION - STA. 125+06 OFFSET 22' LTNH EL. = 937.956" GV & BOX55 HYDRANT14 LF 6" WATERMAIN B EL=935.76 REVISIONS 936.0 U 8" GV & BOXSTA. 125+15 OFFSET 8.4' L R PVT STA=400+45.14 R -BU P WAT-8 ON SHEET CAP 8" DIP PER DETAIL 8"x4" DIP TEE (2) I BUR P- P-BU R UR T-B EL=934.90 T-BUR L=20' -BURT T UR T-B%% -BUR T K=6.57 BUR T-V 88 PVC STA=400+25.14 - EL=934.69 77 B .. U R PVI EL=935.1822 G R PVI STA=400+17.52 U B PVI STA=400+35.14 %% - 8" DIP P-BURT 22 00+126 00+521 00+124 I II I66934.97 I EL=934.97 .. 00 11 -- +PVI STA=400+00.00 935.0 400+00 400 R U B - T 960950940930 955945935925 TV-BUR TV-BUR G G TV -B U R T -BUR T-BUR T-BU RT- BUR T-BUR T-BUR & BOX (2) STA. 125+20 R 3 U B STA. 125+61 -4" GATE VALVE 1 P 5 4 1 6 1 6 7 STA. 124+29 8" GV & BOX OFFSET 7.9' L WAT-8 ON SHEET DATE CAP 8" DIP PER DETAIL BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM TNH NE QUAD GRANADA AVE. S AND BENCHMARK EL. 898.24GRANADA BAY S/GRANADA CIR. S INTERSECTION DRAWN BY:DESIGNER:CHECKED BY: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WM-Granada Ave.dwg 2/13/2020 10:59 AM Plot: hcunningham 2/13/2020 10:11 AMSave: 2 4 . 8 60 3 feet 920915910905900895890885880875 + 48 9 0 2 22 209+25 30 R U -B T STA. 208+86OFFSET 40' RTNH EL. = 919.466" GV & BOX HYDRANT PVI STA=208+95.08EL=916.17 0 T 0- B 916.7 U R + G P 209+00 9- B RU RU0 BR -152678 P T 2%FILE NO. U T- V B B 6PVI STA=208+73.92EL=915.88 - -B P U U 3 TR -R . B 0 U 1 R G R T I U- 15 B B -U T T 907.17915.17 R % V BENCHMARK EL. 954.15TNH NE QUAD GRANADA AVE. S AND70TH ST. S INTERSECTION7 - B 9 916.6 . 30U scale 2 R P T - I -B EL=914.58 B U U G RR PVI STA=208+30.33 % R R 9 U U 1 BB . TG - - - 6 I PT B U R 904.70912.70 0 0 912.4 +R U R U -8B P 208+00 B - 0 R R P-BU T 2 U I B - T G - V B UP T R - T B T PLAN & PROFILE VU - RB - B U U PG R R - 17 B I T - U - 901.37909.37 B P R 15 U - B R U 909.3 R T - B GRANADA WATERMAIN EXTENSION U R I T - B T G U V R - B P U -P T B -R - UB B T U RU V R I R 897.69905.69 -G B 0 T U 0 - P GUTTER (TYP.)B R905.7 + - U B 7 R 207+00 U REPLACE CURB &0 P R 2 L=150' T - B - K=71.02 B U U I R EL=902.32EL=913.19 R T - HP EL=913.19 B PVI EL=908.55 U P G I R D T "T HP STA=208+07.89 PVI STA=207+32.89 V 893.67901.67 - 6 PVT STA=208+07.89 PVC STA=206+57.89 B - I MINNESOTA B U P U R 901.6 - % BR G T 0 U - 3 RB. 8 U COTTAGE GROVE, EL=900.15 R P PVT STA=206+31.77 - T-BUR B U I R 7.5' MINIMUM COVER REPLACE EXISTINGDRIVE IN KIND (TYP.) R UNDER U B G 889.83897.83 -40913 0 T 0 T-BUR STORM SEWER CROSSING PROTECT EXISTING 12" RCPI 898.0 + 6 0 206+00 2 R U P R G B - U- BCHAD SETTERHOLM, PELic. No. BV U AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.- CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) ASPART OF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING, UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLETC. NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPEINSTALLATION. T L=100' RT S K=16.18 IY R PROFESSIONAL ENGINEER P A 4. NOTES:2.3.U 1. PVI EL=896.00 - B B B - U T PVI STA=205+81.77 A R 887.43895.43 . R D U A B 895.4 -N T ASTORM INV. AT WATERMAIN CROSSING = 889.98(FIELD VERIFY) I R EL=894.94 G MINNESOTA 6" GV & BOXSTA. 205+16.4OFFSET 8.7' L PVC STA=205+31.77 7 8" GV & BOXSTA. 101+69.7OFFSET 7.6' R P-BU R TC= 893.77 G P-BUR INV. 889.32 (SE) R UG B T- % T R-B UU -BR T UR TV-BT STA= 205+19.632 TV INV. 889.45 (W)02/19/2020 --B PROTECT EXISTINGHYDRANT BU UR RG I 1 . R 2 U EL=894.38 T B INV. 888.94 (SW) 8" DIP V - 886.38894.38 I I-T TC= 893.80 PVI STA=205+05.47 I I B 0 INV. 888.94 (NW) 0 U I STA= 205+03.77 894.4 R R + 0U EL=894.38 05 + 2 0 8 1 I205+00 S 0B . E V R- A I-0.03%Date: 2 A D A NPVI STA=204+88.79 P A UI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF R G R B % ->U 1 > PB - EL=894.268 . T 0 0 0 + 1 PVI STA=204+73.36 0 TC= 893.51 1 INV. 887.90 (S) UR -B P P - B U R STA= 204+66.06 9 INV. 887.90 (NE) I P -B U R 885.12893.12 R 893.2 U > B - > P G T- B U R I R U % B 9 - P 8 I V . OFFSET 8' L T D4 6" GV & BOX www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 " STA. 204+61.6 R 6 U R > B U > - I B T - 0 882.67890.67 P 0 + R 4 890.6 U 0 2B 8" GV AND BOX EL=890.11 - 204+00 R P U PVT STA=203+88.46 S > B . I> - R T CONSTRUCTION LIMITS (TYP.) I CONNECTION POINT.) C P A I R L=25' EL=888.96 DD U SIDE OF HYDRANT TEE ATK=45.25 " A B - PVC STA=203+63.46 R 6 N V G PVI EL=889.50 U T > A I B 880.37888.37 - > R P PVI STA=203+75.96 T - G B 888.3 U R CONNECT TO EXISTING WATERMAIN (REMOVE EXISTING VALVE ON WEST 4" INSULATION - 3.6 SY R/W (TYP.) R R I U U STORM INV. AT SERVICECROSSING = 880.14(FIELD VERIFY) >B % B - - >4 P T 3 . 4 (#7496) (#7496) GRANADA CIRCLE S & GRANADA BAY S 0 878.20886.20 T 0 I R V G + U - >B 3 B 886.3 - 0 U > T 2P -B U RR EL=885.66 G 203+00 ) 6 PVT STA=202+87.46 T I TC= 884.90 -INV. 878.69 (S) B U P FOR P STA= 202+71.26 INV. 878.69 (N) R - - 114 B B 32 U - U R R 26 STORM SEWER CROSSING PROTECT EXISTING 12" RCP 876.44884.44 I T >REVISIONS 884.5 - > B U R T V - G B L=100' SEE SHEET SERVICE CONTINUATIONCONCRETE HYDRANT PAD U (PER DETAIL ON SHEET K=17.15 WATER SERVICE CROSSING STORMSEWER. USE 4" INSULATION 12" x 12" DIP SLEEVEBETWEEN CROSSING AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. R I INV. 878.35 (W) LP EL=884.05 T PVI EL=883.49 TC= 883.60 - INV. 877.45 (S) GB LP STA=202+13.11 PVI STA=202+37.46 U STA= 202+14.12 INV. 877.45 (N) R 112 0 876.10884.10 0 P P + - - B B 2 884.2 U > U 0 I R > R2 EL=884.24 202+00 PVC STA=201+87.46 T - B U R G I > > 6" x 6" DIP TEE 8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 8" DIP TEE % T (FIELD VERIFY) G - 0 B 876.80884.80 T KEYED NOTES U 5 V . R - B 1 - 884.8 U 4" INSULATION - 3.6 SY R P I - (#7490)B STORM INV. AT WATER > T R U (#7490) - > B RR U MAIN CROSSING = 878.95 U B U - EL=885.19 R B P- V PVI STA=201+23.62 T I G% 2 > 0 7 877.60885.60 0>. G 1 + - 1 886.7 EL=885.73 0 DATE T 2 V PVT STA=200+92.60201+00 - B R I U U R B TC= 885.80 INV. 876.15 (SE) - BY P T STA= 200+77.42 -INV. 876.15 (N) P B 111 - B U(FIELD VERIFY) L=30' U > R K=12.21 R EL=885.88 NO. > R R U T% U B -B-HP EL=885.91PVC STA=200+62.60 CROSSING = 876.63 ) GB-PVI EL=885.99 4 P (#7484)T U4 7 RT8 V . -4 B HP STA=200+71.60 PVI STA=200+77.60 U 7 0 R # G ( STORM INV. AT SERVICE 886.0 UR T-B > > 200+50 , HRC CES HYDRANT MBG, BSS MBG 920915910905900895890885880875 D STA. 200+62 6" GV & BOX N4 8 P T O OFFSET 34.5' L> 4- DESIGN TEAM B 7476C O> 7EL=885.81 U TNH EL. = 888.57 L E R (FIELD VERIFY) S P - 0 B 0 U CROSSING = 875.91 R PVI STA=200+53.49 TNH NE QUAD GRANADA AVE. S AND BENCHMARK EL. 898.24GRANADA BAY S/GRANADA CIR. S INTERSECTION DRAWN BY:DESIGNER:CHECKED BY: STORM INV. AT SERVICE 4" INSULATION - 3.6 SY s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WM-Granada Cir_Granada Bay.dwg 2/13/2020 11:00 AM Plot: hcunningham 2/13/2020 10:10 AMSave: 60 feet 48 23 30 P I D " 152678 6 FILE NO. 0 GUTTER (TYP.) REPLACE CURB & 15 BENCHMARK EL. 954.15TNH NE QUAD GRANADA AVE. S AND70TH ST. S INTERSECTION 30 scale CONSTRUCTIONLIMITS (TYP.) PLAN & PROFILE GRANADA WATERMAIN EXTENSION 1.5" HDPE (EAST SERVICE, #7484) MINNESOTA (#7484, 1)COTTAGE GROVE, (#7484, 1) HYDRANT STA. 200+62 6" GV & BOX UNDER OFFSET 34.5' L 40913 TNH EL. = 888.57 4" INSULATION - 3.6 SY CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . 1" HDPE (WEST SERVICE, SECOND LOT) REPLACE EXISTING MINNESOTA DRIVE IN KIND (TYP.) 02/19/2020 S E C I V 7.5' MINIMUM COVER R Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF E S E P D H ) " 6 5 . 1 & " FOR 1 EXISTING PROFILE H 32 - T R/W (TYP.) O 26 B 1" HDPE (WEST SERVICE, SECOND LOT) www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 SEE SHEET SERVICE CONTINUATIONCONCRETE HYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORMSEWER. USE 4" INSULATION 12" x 12" DIP SLEEVEBETWEEN CROSSING AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 1.5" HDPE (EAST SERVICE, #7484) 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSS 12" x 8" DIP TEE (#7484, 2) KEYED NOTES (SL) GRANADA CIRCLE S & GRANADA BAY S (SL) (#7484, 2) DRILLINGPIT (TYP.) REVISIONS 4" INSULATION - 3.6 SY 4" INSULATION - 3.6 SY ) L S ( 17 - T O 15 L D N O C E S 1" COPPER, TYPE K1" HDPE, DR 9 S " E 5 . C I 1 V & R " E 1 S H E T P O D B H 3/4" WATER METER PRV REQUIRED 1.5" COPPER, TYPE K1.5" HDPE, DR 9 DATE BY NO. , HRC CES MBG, BSS MBG AND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL. CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTSEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.UTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLCONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) ASPART OF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING,ETC. NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPEINSTALLATION. DESIGN TEAM 2.4. NOTES:3. 1. TNH NE QUAD GRANADA AVE. S AND BENCHMARK EL. 898.24GRANADA BAY S/GRANADA CIR. S INTERSECTION DRAWN BY:DESIGNER:CHECKED BY: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WM-Granada Cir_South.dwg 2/13/2020 11:01 AM Plot: hcunningham 2/13/2020 10:10 AMSave: 60 feet 48 24 30 152678 FILE NO. 0 15 BENCHMARK EL. 954.15TNH NE QUAD GRANADA AVE. S AND70TH ST. S INTERSECTION 30 scale 7473 T - B U R G T V - B T U - RB U R PLAN & PROFILE T - B U R G 0 0 + TT 7 V- 0 B - 1 B U I U R R S . IE T -7465 GRANADA WATERMAIN EXTENSION T B V U- A B R U A R G D A I P N - A B T P I U -R B D R " U G 8 R STORM SEWER CROSSING PROTECT EXISTING 12" RCP T I V - B U RT - B TU R - IPVI STA=304+33.53EL=867.43 B 0 U 0 R + G 6 0> 1 875870865860855850845840835 I > 3T - B 859.43867.43 U 5 R . P 3 -INV. 861.36 (SE) BT 3- B U R U867.4 R RT +-B UU RB TC= 867.07 - T INV. 861.64 (NW) P G R 4 I -U B B0 - V 3T STA= 304+23.292 U INV. 859.73 (SW)304+33.53 R I I PI D "8 INV. 859.73 (NE) I > % > I 2 8 0 0 858.82866.82 + . 5 00 1 1 0 > R MINNESOTA >+ 866.8 PU 4- B U B 0R - 304+00 3 V T I COTTAGE GROVE, P-B UR R 6" GV & BOX R U U STA. 304+12.2 OFFSET 7.9' R B B> - - > T P I UNDER 857.32865.32 R 40913 R U U B865.3 (FIELD VERIFY) - B > R - P > U T HYDRANT B - G 6" GV & BOX V T TNH EL.= 869.83 CHAD SETTERHOLM, PELic. No. STORM INV. AT WATER R MAIN CROSSING = 861.85 U B I >> - R PROFESSIONAL ENGINEER T U 12.5 LF 6" WATERMAIN B - 0 854.61862.61 P 0 . STA. 304+04 OFFSET 20' R + 862.5 3 0 R 3 303+00 U I B - > T > MINNESOTA G R P-BUR U 7362 B - V RT 02/19/2020 L=125' U REPLACE B K=20.57 - >> T 850.82858.82 EL=866.81 EL=860.73 IN KIND (TYP.) R 858.8 7458 HP EL=866.81 U EXISTING DRIVE PVI EL=865.67 I B % - 0 P CONSTRUCTIONLIMITS (TYP.) R 9 Date: . I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF U HP STA=303+99.17 7 PVI STA=303+36.67 P B PVT STA=303+99.17 IPVC STA=302+74.17 - STORM INV. AT SERVICECROSSING = 847.88(FIELD VERIFY) T>> D " R 6 UG I B -) 4" INSULATION - 3.6 SY 2 P EL=855.46EL=855.46 6 R 3 R U 7 0 PVT STA=302+07.38PVT STA=302+07.38 846.89854.89 # U B 0( - B -V + TT >854.8 2 0 > G 3 302+00 I & GUTTER (TYP.) REPLACE CURB R U R B UR L=50'L=50' U B -- P B K=18.60K=18.60 P - T (#7362) www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 >> G PVI EL=853.49PVI EL=853.49 P I EL=852.18EL=852.18 P PVI STA=301+82.38PVI STA=301+82.38D - " B PVC STA=301+57.38PVC STA=301+57.38 843.80851.80 U 6 STORM INV. AT SERVICE CROSSING = 844.28(FIELD VERIFY) 7.5' MINIMUM COVER R T R V U851.9 I - B B U - R T P% >> - B 1 4" INSULATION - 3.6 SY U 2 R . GRANADA ALCOVE S 5 G I R EL=850.04 U R R B U - U G BT PVI STA=301+16.28 - B - P (#7388) P > 0 841.72849.72 > 0 +R 1 U 850.6 R0 B (#7388) - 3 U % P T 301+00 B 2 V- -0 T B . I U 2 R R >> U R B G U - TB - R EL=848.98 P U B - PVI STA=300+63.66 T P G I -INV. 841.06 (N) B R 840.45848.45 TC= 847.48 R U U U RB B INV. 841.06 (SW) -- R V T UT STA= 300+50.33 B848.5 - 1A P% INV. 841.06 (NE) 7388 6 EL=847.918 . > R U 74463 > TB G- - B T PVI STA=300+36.01 U R > INV. 836.32 (NE) TC= 838.53 > 0 STA= 300+04.34 0 + HYDRANTFES1 0 0 STA. 300+35 6" GV & BOX REVISIONS 3 OFFSET 23' R 300+00 TNH EL. = 851.26 7400 875870865860855850845840835 17 - 15 ) 6 FOR 32 - 26 DATE SEE SHEET SERVICE CONTINUATIONCONCRETE HYDRANT PAD(PER DETAIL ON SHEET WATER SERVICE CROSSING STORM SEWER. USE 4" INSULATIONBETWEEN CROSSING AS DIRECTEDBY THE ENGINEER. MAINTAIN ATLEAST 2 FT. VERTICAL SEPARATION. 12" x 12" DIP SLEEVE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM CONSTRUCTION LIMIT LINES SHOWN REPRESENT THE DISTURBANCE AREASOUTSIDE OF THE EXISTING PAVEMENT AND CONCRETE CURB. ALL PAVEMENTAND CURB REPLACEMENT AREAS DESIGNATED IN REMOVALS SHEETS ARE INCLUDED IN THE PROJECT CONSTRUCTION LIMITS.SEE PROJECT SPECIFICATIONS FOR SOIL BORING LOGS AND LOCATION MAP.VERIFY ACTUAL UTILITY LOCATIONS THROUGH GOPHER STATE ONE CALL.CONTRACTOR SHALL TEST ALL 4" DIP (RELATING TO WATER SERVICES) AS 6" x 6" DIP TEE8" x 6" DIP TEE8" x 8" DIP TEE8" x 6" DIP CROSSUTILITY LOCATIONS SHOWN ARE LEVEL D ACCURACY. CONTRACTOR SHALLPART OF THE WATER MAIN TESTING. ANY PLUGS, CORPS, COPPER PIPING,ETC. NEEDED FOR FURNISHING SHALL BE INCIDENTAL TO THE PIPEINSTALLATION. 12" x 8" DIP TEE KEYED NOTES 2.3.4. NOTES:1. TNH NE QUAD GRANADA AVE. S AND BENCHMARK EL. 898.24GRANADA BAY S/GRANADA CIR. S INTERSECTION DRAWN BY:DESIGNER:CHECKED BY: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WM-Granada Alc.dwg 2/13/2020 11:01 AM Plot: hcunningham 2/13/2020 10:08 AMSave: 48 25 152678 FILE NO. LENGTH OF SERVICE PIPES SHOWN IN TABLE ARE TWO DIMENSIONALESTIMATES BASED OFF OF PLAN SERVICE LOCATIONS AND MAY VARY INFIELD. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PIPELENGTHS NEEDED.ENGINEERS ESTIMATE MAY NOT DIRECTLY REFLECT PIPE LENGTHSSHOWN IN ABOVE TABLE DUE TO CONTINGENCY FACTORS. WATERMAIN SERVICE PLAN 2. 1. NOTE: NOTES GRANADA WATERMAIN EXTENSION NO CONNECTION TO HOUSE NO CONNECTION TO HOUSE MINNESOTA X1 2 INCH COTTAGE GROVE, 1 X UNDER 40913 1.5 INCH WATER METER SIZE XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX CHAD SETTERHOLM, PELic. No. 33 3/4 INCH PROFESSIONAL ENGINEER . 23 NONONONONONONONONONONONO YESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYESYES Home Pressure Reducing Valve (PRV) MINNESOTA 02/19/2020 605 605 (FEET) 4" HDPE, DR 9 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 147 147 (FEET) 2" HDPE, DR 9 WATER SERVICE TABULATION 97 228131 100110174176167157574 WATER SERVICE PIPE1914 (CURB STOP TO HOUSE)9 (FEET) 1.5" HDPE, DR www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 41 8564948592 181141101 150110100128127122110113106126102124116125534 3077 (FEET) 1" HDPE, DR 9 4040 80 CL 52 (FEET) 4" DIP, 23 23 (FEET) Type K 2" Copper, 223738393470522083 24 419 1.5" (FEET) Type K Copper, WATER SERVICE PIPE (MAIN TO CURB STOP) 4171 232226404020421820203374251833833439459553 101 1016 (FEET) Type K 1" Copper, REVISIONS 32323232323131313131313130303030303028292929292626262626262628282828282323 SEE SHEET NUMBER Address 6588 71st St S 6641 70th St STOTAL 7496 Granada Cir S7464 Granada Cir S7468 Granada Cir S7490 Granada Cir S7476 Granada Cir S7484 Granada Cir S 7001 Granada Ave SEmpty Lot S of 66417110 Granada Ave S7114 Granada Ave S7115 Granada Ave S7118 Granada Ave S7119 Granada Ave S7124 Granada Ave S7123 Granada Ave S7127 Granada Ave S7131 Granada Ave S7128 Granada Ave S7189 Granada Ave S7156 Granada Ave S7220 Granada Ave S7294 Granada Ave S7465 Granada Bay S7499 Granada Bay S7493 Granada Bay S7473 Granada Bay S7477 Granada Bay S7481 Granada Bay S7485 Granada Bay SEmpty Lot S of 7476 7458 Granada Alcove S7362 Granada Alcove S7388 Granada Alcove S7400 Granada Alcove S7446 Granada Alcove S 123456789 10111213141516171819202122232425262728293031323334353637 NO. DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM CHECKED BY: DRAWN BY:DESIGNER: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WMTAB.dwg 2/13/2020 11:02 AM Plot: hcunningham 2/13/2020 10:07 AMSave: 48 26 60 feet 152678 FILE NO. 30 0 15 30 scale WATERMAIN SERVICE PLAN GRANADA WATERMAIN EXTENSION 7481 MINNESOTA COTTAGE GROVE, 7477 UNDER DRILLINGPIT (TYP.) 7485 40913 CHAD SETTERHOLM, PELic. No. 3/4" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 9PRV REQUIRED PROFESSIONAL ENGINEER 3/4" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 9 . MINNESOTA 3/4" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 9 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 7473 3/4" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 9 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 7493 CONSTRUCTION LIMITS (TYP.) REVISIONS 7465 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED 7499 DATE BY NO. , HRC 7458 7464 CES MBG, BSS MBG 7496 DESIGN TEAM 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 CHECKED BY: DRAWN BY:DESIGNER: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WMSERV.dwg 2/13/2020 11:02 AM Plot: hcunningham 2/13/2020 10:51 AMSave: 48 27 60 feet 152678 FILE NO. 30 0 15 30 scale WATERMAIN SERVICE PLAN GRANADA WATERMAIN EXTENSION 7465 7499 MINNESOTA COTTAGE GROVE, UNDER 40913 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 3/4" WATER METER PRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 02/19/2020 7496 LIMITS (TYP.) 7464 CONSTRUCTION Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT RETAINING WALL PROTECT EXISTING www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 3/4" WATER METER PRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 7490 REVISIONS 1" COPPER, TYPE K1" HDPE, DR 93/4" WATER METERPRV REQUIRED 7468 7484 DRILLING PIT (TYP.) 3/4" WATER METER PRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 3/4" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 9PRV REQUIRED FOR STORM 23 7476 DATE BY SEE SHEET SEWER CROSSING INFORMATION NO. , HRC CES MBG, BSS MBG 1" COPPER, TYPE K1" HDPE, DR 9 DESIGN TEAM CHECKED BY: DRAWN BY:DESIGNER: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WMSERV.dwg 2/13/2020 11:03 AM Plot: hcunningham 2/13/2020 10:51 AMSave: 48 28 60 feet 152678 FILE NO. 30 0 15 30 scale WATERMAIN SERVICE PLAN GRANADA WATERMAIN EXTENSION 7473 MINNESOTA COTTAGE GROVE, UNDER 40913 7465 CHAD SETTERHOLM, PELic. No. 7362 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 CONSTRUCTIONLIMITS (TYP.) Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED 7458 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED DRILLING PIT (TYP.) 7464 RETAINING WALL PROTECT EXISTING REVISIONS 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED 7446 DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM CHECKED BY: DRAWN BY:DESIGNER: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WMSERV.dwg 2/13/2020 11:03 AM Plot: hcunningham 2/13/2020 10:51 AMSave: 48 29 60 feet 152678 FILE NO. 30 0 15 30 scale 7294 WATERMAIN SERVICE PLAN GRANADA WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, 7465 UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 7362 02/19/2020 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 7458 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 LIMITS (TYP.) CONSTRUCTION 7388 3/4" WATER METERPRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 LEAVE WELL OUTDOOR USE ELECTRICAL FOR DRILLING PIT (TYP.) REVISIONS 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 93/4" WATER METERPRV REQUIRED 7446 7400 DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM CHECKED BY: DRAWN BY:DESIGNER: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WMSERV.dwg 2/13/2020 11:03 AM Plot: hcunningham 2/13/2020 10:51 AMSave: 48 60 feet 30 30 152678 FILE NO. 0 15 30 scale 7127 WATERMAIN SERVICE PLAN GRANADA WATERMAIN EXTENSION 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED 7131 7128 MINNESOTA 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT CONSTRUCTIONLIMITS (TYP.) 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED DRILLINGPIT (TYP.) www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 7189 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED 7156 REVISIONS 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED 7473 7220 3/4" WATER METER PRV REQUIRED 1" COPPER, TYPE K1" HDPE, DR 9 DATE BY 7294 NO. 7362 , HRC CES MBG, BSS MBG DESIGN TEAM CHECKED BY: DRAWN BY:DESIGNER: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WMSERV.dwg 2/13/2020 11:04 AM Plot: hcunningham 2/13/2020 10:51 AMSave: 48 60 feet 31 30 152678 FILE NO. 0 15 30 scale 7110 WATERMAIN SERVICE PLAN GRANADA WATERMAIN EXTENSION MINNESOTA 7115 3/4" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 9 COTTAGE GROVE, 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9 UNDER 40913 7114 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 1" COPPER, TYPE K1" HDPE, DR 93/4" WATER METERPRV REQUIRED www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 7119 3/4" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 9 7118 DRILLINGPIT (TYP.) 3/4" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 9 7124 REVISIONS 7123 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED CONSTRUCTIONLIMITS (TYP.) DATE 3/4" WATER METER 1" COPPER, TYPE K1" HDPE, DR 9PRV REQUIRED 7127 BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM CHECKED BY: DRAWN BY:DESIGNER: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WMSERV.dwg 2/13/2020 11:04 AM Plot: hcunningham 2/13/2020 10:51 AMSave: 48 32 2" HDPE INTO HOUSE (SEE DETAIL) 152678 FILE NO. 6641 INSET A 6641 DRILLINGPIT (TYP.) CONSTRUCTIONLIMITS (TYP.) WATERMAIN SERVICE PLAN 4" DIP CL. 524" HDPE, DR 92" WATER METER GRANADA WATERMAIN EXTENSION 4" DIP CL. 52 60 feet MINNESOTA COTTAGE GROVE, 6641 30 UNDER 40913 SEE INSET A 0 CHAD SETTERHOLM, PELic. No. 15 7001 PROFESSIONAL ENGINEER 30 scale . 4" DIP CL. 52 MINNESOTA 02/19/2020 DRILLINGPIT (TYP.) 1.5" COPPER, TYPE K1.5" HDPE, DR 91.5" WATER METER Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 7115 6588 2" COPPER, TYPE K2" HDPE, DR 93/4" WATER METER REVISIONS LIMITS (TYP.) CONSTRUCTION 3/4" WATER METER 1.5" COPPER, TYPE K1.5" HDPE, DR 9 7110 DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM CHECKED BY: DRAWN BY:DESIGNER: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WMSERV.dwg 2/13/2020 11:04 AM Plot: hcunningham 2/13/2020 10:51 AMSave: 48 33 152678 FILE NO. WELL LANDSCAPING GRANADA WATERMAIN EXTENSION LANDSCAPING NOTES MINNESOTA SMALL EDGING, RIVER ROCK, TERRACOTTA POT BIRD BATH/FOUNTAINSMALL WINDMILL STRUCTURE OVER WELLCEMENT BIRD BATHWELL LOCATED IN ASPHALT PARKING PAD30" ROCKS, MULCH, PLASTIC EDGING LARGE ROCKS, PLANTS, BIRD FEEDERLARGE ROCKS, BUSH, RIVER ROCKLARGE BOULDERS, MULCH, BIRD FEEDERS, BIRD BATHPLANTS, MULCHREMOVE TREEMULCH, BUSH, ROCK, NEAR CONC. DRIVE, PROTECT EXISTING RETAINING WALL1 1/2 INCH LIMESTONE, EDGING, PLANTSPAVERS, ROCK EDGING, PLASTIC EDGING, MULCH, BUSHBOULDERS, PLANTS, MULCHBUSH, RIVER ROCKMULCH, WELL INSIDE FAKE ROCKMULCH, BUSH, PROPOSED CURB BOX IN LANDSCAPING, WELL INSIDE FAKE ROCKMULCH, PLANTS, NEAR CONC. SIDEWALKRIVER ROCK, POURED EDGING, PLANTS, WELL INSIDE FAKE ROCKBUSH, MULCH, PAVER EDGINGMULCH, NEEDS LANDSCAPING VERIFICATIONNEEDS LANDSCAPING VERIFICATIONMULCH, LAWN ORNAMENTSREMOVE 24" ROCKS (4) (OWNER REQUESTED)BUSH, MULCH, ROCKS, INSIDE FAKE ROCKNEAR CONCRETE PAVERS, NEAR BASKETBALL HOOPPAVER EDGING, PLANTS, RIVER ROCK, ORNAMENTAL DRINKING WELLROCK, PLASTIC EDGING, ORNAMENTAL DRINKING WELLMULCH, PLASTIC EDGING, LAWN ORNAMENTSPLANTS, BIRD FEEDERNEAR PARKED RVPVC PIPE SURROUNDING WELL COTTAGE GROVE, XXXXXXXXXXXXXXXXXXXXXXXXX 25 UNDER 40913 LANDSCAPING AROUND WELL CHAD SETTERHOLM, PELic. No. 2 XX PROFESSIONAL ENGINEER DRIVEWAY PROPOSED CURB BOX IN . MINNESOTA 9 XXXXXXXXX TURF 02/19/2020 1 X Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT WELL HOUSE WELL IN HOUSE/ TOTAL WELL LANDSCAPE TABULATION www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 WELL/ SERVICE DETAILS SERVICE ENTERS THROUGH EXTERIOR WALLSERVICE ENTERS THROUGH EXTERIOR POURED WALLSERVICE ENTERS THROUGH EXTERIOR WALL IN MECHANICAL ROOMWELL LOCATED IN ASPHALT PARKING PADWELL LOCATED AT EDGE OF ASPHALT DRIVEWAYSERVICE ENTERS THROUGH WALL JUST ABOVE FLOOR- NOT IN MECHANICAL ROOM LEAVE WELL ELECTRICAL FOR OUTDOOR USE (OWNER REQUESTED)EXISTING SERVICE PENETRATION IN MECHANICAL ROOM IN CENTER OF HOUSE REVISIONS 3838383939394038383839393937373737373636363636363535343535353534343434 IMAGE SEE SHEET NUMBER FOR 7481713170016641 7465747374777485749374997464746874767490748474967362738874007446745872947220715671287189712471187114711571197123712771106588 HOUSE ADDRESS STREET AVENUE GRANADAGRANADA ALCOVE S. GRANADA BAY 71ST STREET S.70TH STREET S. GRANADA CIRCLE 359 124678 1011121314151617181920212223242526272829303132333435 NO. DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM CHECKED BY: DRAWN BY:DESIGNER: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678LS.dwg 2/13/2020 11:05 AM Plot: hcunningham 2/13/2020 10:05 AMSave: 48 34 WELL INSIDE OF ORNAMENTAL DRINKING WELL WELL LANDSCAPE DETAILS GRANADA WATERMAIN EXTENSION OF WELL LOCATION MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER LOCATIONOF WELL . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT WELL IN SHED PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.com LOCATION OF WELL LOCATION OF WELL s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WELLSHEETS.dwg 2/13/2020 11:05 AM Plot: hcunningham 2/13/2020 10:04 AMSave: 48 35 WELL LANDSCAPE DETAILS GRANADA WATERMAIN EXTENSION OF WELL LOCATION OF WELL LOCATION MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.com WELL LOCATED OF WELL LOCATION INSIDE FAKE ROCK WELL INSIDE OF ORNAMENTAL DRINKING WELL WELL AT BASE OF BIRD FEEDER s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WELLSHEETS.dwg 2/13/2020 11:05 AM Plot: hcunningham 2/13/2020 10:04 AMSave: 48 36 LOCATION OF WELL TO BEFIELD VERIFIED WELL LANDSCAPE DETAILS GRANADA WATERMAIN EXTENSION LOCATION OF WELL MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA LOCATIONOF WELL Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.com LOCATION OF WELL TO BE FIELD VERIFIED LOCATION OF WELL OF WELL LOCATION s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WELLSHEETS.dwg 2/13/2020 11:05 AM Plot: hcunningham 2/13/2020 10:04 AMSave: 48 37 WELL LANDSCAPE DETAILS GRANADA WATERMAIN EXTENSION WELL LOCATED INSIDE FAKE ROCK MINNESOTA COTTAGE GROVE, UNDER WELL LOCATED INSIDE FAKE ROCK Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: HOUSE SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT WELL IN WELL PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.com OF WELL LOCATION LOCATION OF WELL LOCATION OF WELL s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WELLSHEETS2.dwg 2/13/2020 11:06 AM Plot: hcunningham 2/13/2020 10:04 AMSave: 48 38 WELL LANDSCAPE DETAILS GRANADA WATERMAIN EXTENSION LOCATION OF WELL OF WELL LOCATION MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: HOUSE SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT WELL IN WELL PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.com LOCATION OF WELL OF WELL LOCATION LOCATION OF WELL LOCATION OF WELL s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WELLSHEETS2.dwg 2/13/2020 11:06 AM Plot: hcunningham 2/13/2020 10:04 AMSave: 48 39 TO BE FIELD VERIFIED LOCATION OF WELL WELL LANDSCAPE DETAILS GRANADA WATERMAIN EXTENSION WELL LOCATED INSIDE FAKE ROCK MINNESOTA COTTAGE GROVE, LOCATION OF WELLINSIDE STRUCTURE UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA LOCATION OF WELL Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.com LOCATION OF WELL WELL TO BE LOCATION OFFIELD VERIFIED LOCATION OF WELLINSIDE STRUCTURE s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WELLSHEETS2.dwg 2/13/2020 11:06 AM Plot: hcunningham 2/13/2020 10:04 AMSave: 48 40 WELL LANDSCAPE DETAILS GRANADA WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196www.sehinc.com LOCATION OF WELL s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678WELLSHEETS2.dwg 2/13/2020 11:06 AM Plot: hcunningham 2/13/2020 10:04 AMSave: 60 T feet 48 60- B feet U R 41 0 T 0 - B + R U U8 30TR 1 B - -1 30B P U G RG 152678 FILE NO. T T - B - B U U G R 0 R 0 R 0R 0U U B +T - B - 9- V B 0 TT U 1 15 R P T 15 - T - B B - U B U UR R P R 30 - R scale B 30U TU 7123 scale B - R - B G T U R T T T - V B - B - U B U R U G R0 R R 0 U T + B - -R B7 T 1 U U 1 B R - T V T - TB - B PU U - TR B R - UB U R T P G R - B - B G 0U U 0 R ESTABLISHMENT R T + T - 8B - B 0 U U 1 TR T R - G V B - 7124 TU B - R UB RU EROSION CONTROL AND TURF R T TR - GRANADA WATERMAIN EXTENSION - UB B BU U - R R V P R T -T B U - U B B - RU G T R 0 T 0 - BT R+ U- B U R6 U B1 - G 1R P T R - TU B V B U - - B TR T - U B 7362 R U 0 T 0 R 7473 - + B 7 U T 0 T R 1V - P B - - U B B T UR U - RB T-BUR R U RG 7127 T - GT MINNESOTA B - B U TU RR - R B U T U V B R - - COTTAGE GROVE, B P U R T T - - T BB T -U- B U U B P RR R - U B 0 > UR >P T0 - -B BR UU T RR + -G UNDER B U CONSTRUCTIONLIMITS (TYP.) T 5 R 0T V 01 - >G B 40913 > - 1 + U B T 6RG U 0- B T 1 R U- > B 0> R 0P - B U U + R T 4 R 0V T 3 V -P - BP-B BU U- B>>R R GU U R 3RCHAD SETTERHOLM, PELic. No. R 5 . 3U 3 T B + -T - 4 B 0 3P- U B R PROFESSIONAL ENGINEER U R > R > U B G - T . P - B R U T U V - RT B B U R - - B T V UG - T B MINNESOTA R R U U R B - T 0 0 0 02/19/2020 P 0 T + - - B+ T B 5 U 4 0- U B R 1 1 R UR 1 U R G TB 7128 - V T - B U PDate: R T SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF -I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT B -7131 T B U R - U B R U G R UR B - RU V B PT - -T B U R T 7465 - B U P R- 7458 R B U U G B R - T TT R/W (TYP.) V - B - T B U - U B R R U www.sehinc.com PPHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 R 0 0R - 00 B U U+B + - R 43 T 01 CONSTRUCTION LIMITS (TYP.) T 11 P - B - B T U U - R B R U R R U GB - GRANADA AVENUE S R T T U - B B - U TP R T - V B - U B U R R R U P B -T - B - T B U U R R P - B T G U - RB G U R R T -U 0B B 0 U - R/W (TYP.) +R T T 3 V 0 0 10- T B V T+ U - B- 2 R B U T 1 U R- 1 B R R U P P R-U - B B B U - U R T R 7156 T - G B R G U U RR B -U PB - T T T V - - B 7464 B P UR - UB U R U RR P REVISIONS BR P0 - R- B 0 U -RU B BV U- T +B U T UR - 2B R T - 0 T 1 R U B - T G G T 0 - T 0 B P - U B+ - B RUR G U U B - R P P R111 - B 2 0 U 5 +R 0 0R U B - P T - B T U - B RT G U V T V -R - R B B U U B -T R RU P U - B -R B R T U 7189 B -U P R R >> U B - 0 T 0 + G 4 0 2 > > P R -U BB - R UT U 0 BG R- V T0 P > P >- + B - R B 1 UU B - 0UT TR 1 - R R >B U > B - U P R R U B - T R U > >B G - V T 0 7499 T T 0 GR V 0- + UB 3- B0 - 0>B U T 2> +U R P 7220 R 0 P R - U 1 B - B G - BT R1 P U U > - U>B -B R TT R VU - B R T U G R - B R U UDATE B - R T P P - -B 7496 T B -U BT U UR - R R B BY U R R U NO. BGT - - B P TU -R 0 B 0 U R + P 0 - 0 T B 1- 0 GB U 0 U + RR, HRC 9 0CES 6 1 9 T 4 T MBG, BSS VMBG - 7 B - B U GT U R- B R U R DESIGN TEAM P - B U T 7294 -R B U R CHECKED BY: DRAWN BY:DESIGNER: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678EC.dwg 2/13/2020 11:07 AM Plot: hcunningham 2/13/2020 10:03 AMSave: 60 feet 60 48 feet 42 R R 30 U U B30 B - - R PT U BR - U T B - V T152678 FILE NO. R U G B - T 0 0 T - B U R 15 15 P -T B - 30 B U scale 30 U R G scale R R T T U - V BB - -U B V R U T R T - B U R R UG B - P 7001 6 T 9 -. B 0 8 U 0 2 TR + T + V V 2 - -6 0 B B 42 U U 1 R R T ESTABLISHMENT - B U R0 0R GG T + U R T - 6 UB -B 2- B B -1 U P PT U -R B R U EROSION CONTROL AND TURF R 6641 T T GRANADA WATERMAIN EXTENSION V V - - B B TT U U -T V RB R 39.04T U - - B - R B + B U U U GR 0R R 0 405 + P 1 T 0- - B 4B U U R R 1 8 T G 5 T - -B 6 B R U T U V U R R - BUR B00 0- UB R- 0 R+ PTP U -+ R BB - G5 U U T 2 R B 1405 - P R T T U - B -B - 8 B T U R T 2 U UR V 6 R B - -6 B T U 0 0R R +MINNESOTA U 0 B - 0 4V RT R T T UG - U B - B B -B - U T T U COTTAGE GROVE, R RR R > > > U U>R B B -U - P CONSTRUCTIONLIMITS (TYP.) B P R - R U P U B I B-P -B U R - T T0 T-B UR 0G I T-B 6588 UR UNDER + I 4 2 R40913 1 U R BP RT UT - T U B- V-- - B B BVB T R -T U U -U T U B 00 R RR B U +- R T- BUT R T- BU R TG -B RUR T -BU RR U 404T-CHAD SETTERHOLM, PELic. No. BU R U RT-B BUR - T-B BUR U - P B T - TT T G - - BB PROFESSIONAL ENGINEER UU RR R U R . 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T U R > > P-BU R MINNESOTA G P-BUR R UG B T- T GR-B UU -BR T UR TV-BT TV --B RBU BUUR -RG T R R U -B P U P T B- 02/19/2020 VB -> 0 U > -T 0B R U + RR 5 P 00U 0 1 30+- 2 +0 01 02B B R- U PR U R B ->U > >> PB Date: - SUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF TI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 0 0 + 1 0 R1 U -B P P - B U R P -B U R R U B - R P U > B - > GP T- B U R R U B - V T R U R > B U > - www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 B T - 0 P 0 CONSTRUCTIONLIMITS (TYP.) + R 4R U 0U 2B B - - R PP U > B >- GRANADA ALCOVE T R U B - R V G U > T> > B - > P T - B > U> R > R > U B > - > R RP U U >B B - - > > P T> 0 T 0 R GRANADA CIRCLE & GRANADA BAY S. V G + U - B 3> B - 0 U > T 2P -B U RR G T - R/W (TYP.) B U P P R - - B B U U R R T > - > B U R REVISIONS T V - G B U R 7484 T - GB U R 0 0 P P + - - B B 2 U > U 0 R > R2 T - B U R G > > T G - B T U V R - B U R P - B > T R U - > B RR U U B U - R B P- V T G > 0 0> G + 1 0 T 2 V - B R U DATE U R B - P T - P B - B U U >BY R R > R R U T U B -B- - GB P T U RT NO. V - B U R G UR T-B > > , HRC CES P MBG, BSS >MBG - B > U R P DESIGN TEAM - 0 B 0 U R + 0 > 0 > 2 CHECKED BY: DRAWN BY:DESIGNER: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678EC.dwg 2/13/2020 11:07 AM Plot: hcunningham 2/13/2020 10:03 AMSave: 48 60 feet 44 30 152678 FILE NO. 0 15 30 scale 7473 T V - B T U - RB U R T -ESTABLISHMENT B U R G 0 0 + T T 7 V- 0 B - 1 B U U R R EROSION CONTROL AND TURF T -7465 T B GRANADA WATERMAIN EXTENSION U- B R U R G P - B T U - B R U R T V - B U RT - B TU R - B 0 U 0 R + G 6 0> 1 > 3T - B U 5 R . 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PAUL, MN 55110-5196 G P - B U R T R V U - B B U - R T P >>GRANADA ALCOVE - B U R G R U R R B U- U G BT - B - P P > 0 > 0 +R 1 U R0 B - 3 U P T B - V - T B U R R >> U R B G U - TB - R P U B - T P G - B R UR U U B RB -- R V T U T B - P 7388 > R U 7446 > TB G- - B T U R > > 0 0 + 0 0 REVISIONS 3 7400 DATE BY NO. , HRC CES MBG, BSS MBG DESIGN TEAM CHECKED BY: DRAWN BY:DESIGNER: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678EC.dwg 2/13/2020 11:07 AM Plot: hcunningham 2/13/2020 10:03 AMSave: 48 45 SWPPP GRANADA WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678SW.dwg2/13/2020 11:07 AM Plot: hcunningham 2/13/2020 9:58 AMSave: 48 46 152678 FILE NO. SWPPP GRANADA WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER 40913 CHAD SETTERHOLM, PELic. No. PROFESSIONAL ENGINEER . MINNESOTA 02/19/2020 Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 REVISIONS ____ ____ DATE ____ BY ____ NO. , HRC X CES MBG MBG MBG, BSS MBG DESIGN TEAM DRAWN BY:DESIGNER:CHECKED BY: s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678SW.dwg 2/13/2020 11:07 AM Plot: hcunningham 2/13/2020 9:58 AMSave: 400 feet 48 47 200 2.1 12.7 0 100 200 scale 42 37.816.6 12.7 DETOUR PLAN DT-1; 3.0" Radius, 1.0" Border, Black on, Orange; "Granada", E Mod; "Ave", E Mod; 2.1 GRANADA WATERMAIN EXTENSION MINNESOTA 5 COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . 2 4 MINNESOTA F 1 Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF 3 F www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 F F LEGEND DETOUR ROUTECONSTRUCTION AREA F " 8 4 x " 8 4 K C E A KK LG CC B N AA A & LL R BB D O E R I I I E P Y T FOR DETAILED INTERSECTION VIEW 48 MAINTAIN ACCESS TO 70TH ST. S FROM GRANADA AVE.SOUTHBOUNDMAINTAIN PEDESTRIAN TRAFFIC ACROSS GRANADA AVE.BARRICADESEE SHEET PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 (TYP.)DRUM LIKE TYPE B CHANNELIZER (TYP.)DIVERT AROUND SOUTH SIDE OF WORK AREA WITH TYPE 2 NOTES: 12345 s:\\AE\\C\\Cottg\\152678\\5-final-dsgn\\51-drawings\\10-Civil\\cad\\dwg\\sheet\\CG152678T01.dwg2/13/2020 11:08 AM Plot: hcunningham 2/13/2020 9:59 AMSave: 60 feet 48 48 30 0 15 30 scale DETOUR PLAN GRANADA WATERMAIN EXTENSION MINNESOTA COTTAGE GROVE, UNDER Lic. No. PROFESSIONAL ENGINEER . MINNESOTA Date: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED THE LAWS OF THE STATE OF 4 2 www.sehinc.com PHONE: 651.490.20003535 VADNAIS CENTER DRIVEST. PAUL, MN 55110-5196 1 F F F LEGEND DETOUR ROUTECONSTRUCTION AREADRUM LIKE TYPE B CHANNELIZERPORTABLE PRECAST CONCRETE BARRIER DESIGN 8337WATERMAIN JACKING PIT 3 F MAINTAIN ACCESS TO 70TH ST. 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