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GELEC.SERVICE
<br />FLAG POLE9003931.68TRAVIP932.3932.5932.5933.2933.3933.4931.0930.7931.4934.0FFE933.2933
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<br />E932.86MHSTMSTORMWATERDETENTION AREAEXISTING BUILDINGFNDIP-17765FNDIP-17765FNDIP-17765FNDIP-PINCHS77°42'13"E2.05EXISTINGBUILDINGEXISTINGHOUSEEXISTINGGARAGERIM=930.50INV.=927.30(W)INV.=926.95(E)INV.=926.88(S)INV.=926.83(N)INV.=926.53(S)INV.=926.20(NW)OUTLETRIM=929.73INV.=921.07(NE)BOTTOM=920.9715" HDPEINV.=912.64INV.=925.38(E)INV.=925.27(W)926.83PVC-INV-15"15" HDPEINV.=925.44INV.=913.49 (PER PLAN)931.17CBTC931.23MHST 925.71HDPETOP932.26MHST-BURIED930.76MHST-BURIED
<br />925.56HDPE-INV-15"924.39HDPE-INV-15"INV.=913.55932.70MHSAN932.26
<br />MHSAN
<br />932.45MHSAN932.19MHSANWETLANDCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITS4" COMBINED DIP WATERSERVICE AND VALVE, STUBTO WITHIN 5' FROMBUILDING, COORD. W/MECH'LMAKE WET TAP CONNECTIONTO EXISTING WATER MAIN,COORD. WITH CITYINSTALL GV, TYP.STUB SANITARY TO 5'FROM BUILDINGIE @ STUB=919.54COORD. W/MECH'L272 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%MAKE CONNECTION TOEXISTING SANITARYMANHOLEEX IE (W)=913.55(FIELD VERIFY)PROP IE (N)=913.65COORDINATE WITH CITY69 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%114 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%79 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%167 LF 8" PVC SDR26 SANITARYSERVICE @ 2.00%264 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%43 LF 8" PVC SDR26 SANITARYSERVICE @ 2.00%50 LF 8" PVC SDR26 SANITARYSERVICE @ 2.00%39 LF 8" PVC SDR26 SANITARYSERVICE @ 2.00%168 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%108 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%STUB SANITARY TO 5'FROM BUILDINGIE @ STUB=920.07COORD. W/MECH'LSTUB SANITARY TO 5'FROM BUILDINGIE @ STUB=919.28COORD. W/MECH'LSTUB SANITARY TO 5'FROM BUILDINGIE @ STUB=917.97COORD. W/MECH'LSAN MH 1RIM=931.55IE (S)=914.74IE (N)=914.84SAN MH 2RIM=931.50IE (S)=915.12IE (NW)=915.22SAN MH 3RIM=931.25IE (SE)=915.68IE (SW)=915.78IE (N)=915.78SAN MH 4RIM=931.70IE (NE)=916.10IE (S)=916.20IE (W)=916.20SAN MH 5RIM=930.55IE (E)=916.67IE (S)=916.77IE (W)=916.77STUB SANITARY TO 5'FROM BUILDINGIE @ STUB=917.55COORD. W/MECH'LSAN MH 6RIM=930.30IE (SE)=917.46IE (SW)=917.56SAN MH 7RIM=929.80IE (NE)=917.95IE (SW)=918.05SAN MH 8RIM=931.60IE (NE)=919.11IE (NW)=919.21SAN MH 10RIM=930.15IE (SE)=916.45IE (N)=916.55118 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%45 LF 8" PVC SDR26 SANITARYSERVICE @ 2.00%172 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%8"x8" SAN WYEIE=917.0797 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%8"x8" SAN WYEIE=918.288" DIP WATERMAIN8" DIP WATERMAIN8" DIP WATERMAIN8" DIPWATERMAINHYD. & GV,TYP.6"x8" TEE4" COMBINED DIPWATER SERVICE ANDVALVE, STUB TOWITHIN 5' FROMBUILDING, COORD.W/MECH'L4" COMBINED DIPWATER SERVICE ANDVALVE, STUB TOWITHIN 5' FROMBUILDING, COORD.W/MECH'LTO WITHIN 5' FROMBUILDING, COORD.W/MECH'L4" COMBINED DIPWATER SERVICEAND VALVE, STUBTO WITHIN 5' FROMBUILDING, COORD.W/MECH'L4" COMBINED DIPWATER SERVICEAND VALVE, STUBTO WITHIN 5' FROMBUILDING, COORD.W/MECH'LMAKE WET TAP CONNECTIONTO EXISTING WATER MAIN,COORD. WITH CITYINSTALL GV, TYP.HYD. & GV,TYP.6"x8" TEE6"x8" TEE4"x8" TEE,TYP.4"x8" TEE,TYP.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
<br />HUGO, MINNESOTA
<br />6008 VIRGINIA AVE, EDINA, MN 55424
<br />HUGO GARDEN APARTMENTS LLC
<br />PROJECT
<br />44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:24COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC4.0SOUTH UTILITY PLAN -WATER & SANITARYSEWER. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF HUGO UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OFEXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THEENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166)FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWERINSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATIONOF MINNESOTA (CEAM), AND SHALL CONFORM WITH THEREQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS ANDRE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC)ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OFSTRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDINGFOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FORTHE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITHARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOTREFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OFCURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCEWITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN,UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY ORSTORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OFHORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCEWITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITHTHE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATIONOF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THEREQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THECONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTSOF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BELIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALLTIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUTAPPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TOPROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TOPAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITYCOMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATIONSERVICE TO UTILITIES. COORDINATE THE INSTALLATION OFIRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATIONOF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUTCONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BEGASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES,CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.
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