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15" <br /> <br />R <br />C <br />P <br />(Per <br /> <br />R <br />e <br />c <br />. <br />) <br />15" <br />R <br />C <br />P <br />15" RCP <br />15" RCP <br />(Per Rec. <br />)12" RCP15" <br />RC <br />P <br />15" RCP <br />15" RCP15" RCP18" RCP <br />18" RCP <br />15" R <br />C <br />P <br />15" R <br />C <br />P12" RCPPID: 75-00729-0010 <br />Address: Unassigned <br />PID: 75-00729-0105 <br />Address: 17155 Quincy Street NW <br />Owner: Negus Violet <br />171ST <br /> <br />L <br />A <br />N <br />E <br /> <br />N <br />W <br />(A Publ <br />i <br />c <br /> <br />R <br />/ <br />W <br />) <br />(Width <br />V <br />a <br />r <br />i <br />e <br />s <br />) <br />172N <br />D <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br /> <br />N <br />W <br />(A Pub <br />l <br />i <br />c <br /> <br />R <br />/ <br />W <br />)TWINS LAKES ROAD NW(A Public R/W)12" RC <br />P 12" RCP <br />12" RCP <br />BenchBench <br />Found <br />1 <br />/ <br />2 <br /> <br />I <br />n <br />c <br />h <br /> <br />I <br />r <br />o <br />n <br />Pipe W <br />/ <br /> <br />C <br />a <br />p <br /> <br />N <br />o <br />. <br /> <br />1 <br />3 <br />0 <br />5 <br />7 <br /> 1/2 Inch Iron <br />W/ Illegible Cap <br />Found 1/2 Inch Iron <br />Pipe W/ Cap. No. 21729 <br />Found 1/2 Inch Iron <br />Pipe W/ Cap. No. 21729 <br />Found 1/2 Inch Iron <br />Pipe W/ Cap. No. 21729 <br />Access <br />Bituminous SidewalkBituminous SidewalkConcrete Sidewalk <br />Concre <br />t <br />e <br /> <br />S <br />i <br />d <br />e <br />w <br />a <br />l <br />k <br />Concret <br />e <br /> <br />S <br />i <br />d <br />e <br />w <br />a <br />l <br />k <br />C <br />o <br />n <br />c <br />r <br />e <br />t <br />e <br /> <br />S <br />i <br />d <br />e <br />w <br />a <br />l <br />k <br />C <br />o <br />n <br />c <br />r <br />e <br />t <br />e <br />Drainage and Utility <br />Easement Per Plat of <br />Elk River Station <br />Drainage and Utility Easement <br />Per Plat of Elk River StationDrainage and UtilityEasement Per Plat <br />QUINC <br />Y <br />S <br />T <br />R <br />E <br />E <br />T <br />N <br />W <br />(Privat <br />e <br />Dri <br />v <br />e <br />)12" RCP12" RCPMedianMedianCB 22 <br />RIM=892.59 <br />IE DT (NW)=889.69 <br />IE (SW)=889.59 <br />SUMP=885.59 <br />INCLUDE SAFL <br />BAFFLE & HOOD <br />242 LF 12" HDPE <br />STORM @ 1.00% <br />FES 21 W/ <br />RIPRAP <br />IE=887.17 <br />OUTLET CONTROL <br />STRUCTURE <br />RIM=891.25 <br />IE (S)=887.00 <br />IE (N)=887.00 <br />WEIR WALL <br />6" ORIFICE=887.00 <br />TOP WEIR=889.50 <br />INFILTRATION BASIN <br />TOP BASIN=891.00 <br />BOT BASIN=885.00 <br />WATER QUALITY VOL=4290 CF <br />100-YR HWL=888.67 <br />19 LF 12" HDPE <br />STORM @ 7.89% <br />(SLOPES DOWN FROM <br />OCS TO FES X) <br />25 LF 12" HDPE <br />STORM @ 2.16% <br />FES 11 <br />IE=885.50 <br />MAKE CONNECTION <br />TO EXISTING CB, <br />PROP. IE (N)=886.46 <br />ROOF DOWNSPOUT LOCATIONS <br />TBD, DOWNSPOUTS TO BE <br />CONNECTED INTO UNDERGROUND <br />DRAINTILE PIPE AND ROUTED TO <br />INFILTRATION BASIN <br />78 LF 8" NON PERF <br />RIGID PVC @ 0.50% <br />DT CLEANOUT <br />IE=890.08 <br />DT CLEANOUT <br />IE=890.64 <br />113 LF 8" NON PERF <br />RIGID PVC @ 0.50% <br />DOWNSPOUT <br />CONNECTION <br />DOWNSPOUT <br />CONNECTION <br />ALL LEADERS TO BE <br />6" NON PERF. RIGID <br />PVC @ 2.00%, TYP. <br />8"X6" WYE <br />8"X6" WYE <br />DT CLEANOUT <br />IE=888.41 <br />88 LF 8" NON PERF <br />RIGID PVC @ 1.00% <br />FES 31 <br />IE=887.20 <br />DT CLEANOUT <br />IE=888.08 <br />33 LF 8" NON PERF <br />RIGID PVC @ 1.00% <br />117 LF 8" NON PERF <br />RIGID PVC @ 0.50% <br />DT CLEANOUT <br />IE=889.00 <br />DOWNSPOUT <br />CONNECTION <br />DOWNSPOUT <br />CONNECTION <br />ALL LEADERS TO BE <br />6" NON PERF. RIGID <br />PVC @ 2.00%, TYP.8"X6" WYE <br />8"X6" WYE <br />STUB SANITARY SEWER <br />TO 5' FROM BUILDING <br />IE @ STUB=886.25 <br />COORD. W/MECH'L <br />GATE VALVE AND <br />VALVE BOX <br />MAKE WET TAP <br />CONNECTION TO <br />EXISTING 8" WATER MAIN, <br />COORD. WITH CITY <br />65 LF 6" PVC SDR 26 <br />SANITARY SERVICE <br />@ 5.00% <br />CORE DRILL CONNECTION TO <br />EXISTING SANITARY MH <br />EX IE (SW)=873.13 <br />EX IE (N)=873.03 <br />(FIELD VERIFY PRIOR TO CONST) <br />PROP IE (SE)=883.00 <br />INSTALL INSIDE DROP <br />COORDINATE WITH CITY <br />6" COMBINED DIP WATER <br />SERVICE AND VALVE, STUB TO <br />WITHIN 5' OF BLDG. MECH'L <br />TO CONFIRM FINAL SIZING <br />FIRE DEPARTMENT <br />CONNECTION, <br />COORD. W/MECH'L NOPARKINGNOPARKINGDROP OFFDROP OFFCOPYRIGHT CIVIL SITE GROUP INC.cPROJECTPRELIMINARY:NOT FORCONSTRUCTION2023 <br />ISSUE/SUBMITTAL SUMMARY <br />DATE DESCRIPTION <br />07/29/24 CITY SUBMITTAL <br />PROJECT MANAGER PATRICK SARVER <br />CONTACT NUMBER 952-250-2003 <br />DRAWN BY KB, WB, BB <br />REVIEWED BY PS <br />PROJECT NUMBER 24259DIGNISUITE SENIOR CARETWIN LAKES ROAD NW, ELK RIVER, MINNESOTA 55330DIGNISUITES DEVELOPMENT, LLC600 INWOOD AVENUE NORTH, #130, OAKDALE, MN 5512844263 <br />Matthew R. Pavek <br />LICENSE NO.DATE <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />07/29/24 <br /> <br /> <br /> <br />civilsitegroup.comOWNERGENERAL UTILITY NOTES: <br />UTILITY PLAN LEGEND: <br />CITY OF ELK RIVER UTILITY NOTES: <br />1. RESERVED FOR CITY SPECIFIC UTILITY NOTES. <br />CATCH BASIN <br />GATE VALVE AND VALVE BOX <br />SANITARY SEWER <br />STORM SEWER <br />WATER MAIN <br />PROPOSED FIRE HYDRANT <br />MANHOLE <br />FES AND RIP RAP <br />1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY <br />LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING <br />CONSTRUCTION AT NO COST TO THE OWNER. <br />2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. <br />3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE <br />CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. <br />4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" <br />AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL <br />CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS. <br />5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER. <br />6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED. <br />7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS <br />OTHERWISE NOTED. <br />8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 OR F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED. <br />9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. <br />10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL <br />CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. <br />11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. <br />RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. <br />12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. <br />13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. <br />14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A <br />MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. <br />15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE <br />NOTED. <br />16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. <br />17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED. <br />18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. <br />19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. <br />20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. <br />ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON <br />UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND <br />FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL <br />BY THE CITY. <br />21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE <br />COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. <br />22. 2CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. <br />23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES <br />NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. <br />24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. <br />25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO <br />MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES. <br />26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE <br />WITH MN RULES, CHAPTER 4714, SECTION 1109.0. <br />27. FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND <br />DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS. <br />CONSTRUCTION LIMITS <br />DRAINTILE <br />TRENCH DRAIN <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />C4.0 <br />UTILITY PLAN <br />0 <br />1" = 30'-0" <br />30'-0"15'-0" <br />N <br />Know what's below. <br />before you dig.Call <br />R <br />Page 21 of 111