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907.1915.8912.1916.1916.5916.0921.0922.5924.7926.2927.5927.4909.2909.5909.4909.3CENTERLINE TRAILC O R N F I E L D 42" RCP APPROXIMATE 12" DIP WATERMAIN LOCATION INV.=891.19 927.4 927.8913.19MHSAN42" RCP WETLANDCONSTRUCTION LIMITSWETLANDWETLANDWETLANDCONSTRUCTION LIMITSCONSTRUCTIONLIMITS10' MAINTENANCE BENCHFES 1IE=919.37227 LF 15" HDPESTORM @ 0.41%28 LF 15" HDPESTORM @ 1.00%243 LF 18" HDPESTORM @ 1.00%27 LF 12" HDPESTORM @ 2.00%581 LF 30" RCPSTORM @ 0.00%213 LF 18" HDPESTORM @ 1.00%27 LF 15" HDPESTORM @ 2.00%144 LF 12" HDPESTORM @ 1.00%72 LF 15" HDPESTORM @ 2.00%180 LF 18" HDPESTORM @ 1.00%18 LF 15" HDPESTORM @ 1.00%222 LF 18" HDPESTORM @ 1.00%CBMH 23RIM=926.52IE (S)=922.91IE (N/E)=923.11CB 24RIM=926.46IE=923.39CBMH 22RIM=929.11IE (W)=920.28IE (N/S)=920.48IE (E)=920.88CBMH 16ARIM=929.07IE=921.42CBMH 20DROPPEDSTRUCTURERIM=929.24IE(E)=918.34IE(W)=903.00CBMH 25RIM=931.02IE (NW/SE)=922.61IE (W/E)=923.01CB 25ARIM=931.02IE=923.55CB 31ARIM=929.12IE=924.14CBMH 34RIM=930.67IE=926.23DAYLIGHTEQUALIZER PIPEIE=903.0098 LF 24" HDPESTORM @ 1.00%CBMH 21RIM=928.92IE(W)=919.32IE(S/E)=919.52CBMH 30RIM=928.78IE(S/N)=920.30IE(W)=920.90CBMH 30ARIM=928.78IE=921.1727 LF 12" HDPESTORM @ 1.00%MH 31RIM=930.20IE(N)=921.90IE(S)=922.10IE(E)=922.30IE (W)=922.50160 LF 21" HDPESTORM @ 1.00%121 LF 15" HDPESTORM @ 2.00%78 LF 21" HDPESTORM @ 1.00%CBMH 40RIM=929.55IE=924.73CBMH 41RIM=930.64IE(N)=926.17IE(S)=926.3776 LF 21" HDPESTORM @ 1.00%77 LF 15" HDPESTORM @ 2.00%Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens HUGO, MINNESOTA 6008 VIRGINIA AVE, EDINA, MN 55424 HUGO GARDEN APARTMENTS LLC PROJECT 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 14:09:48COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC4.4CENTRAL UTILITYPLAN - STORMSEWER. .. .. .. .. .. .01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRGENERAL UTILITY NOTES:UTILITY LEGEND:CATCH 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.