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8" PVC8" PVC(Per Rec.)8" PVC15" <br />R <br />C <br />P <br />(Pe <br />r <br /> <br />R <br />e <br />c <br />. <br />) <br />15" <br /> <br />R <br />C <br />P <br />15" RCP <br />15" RCP <br />(Per Rec <br />. <br />) <br />8" <br /> <br />P <br />V <br />C <br />8" <br /> <br />P <br />V <br />C <br />(P <br />e <br />r <br /> <br />R <br />e <br />c <br />. <br />) <br />Stub=874.68 (Rec) <br />8" PV <br />C <br />8" PV <br />C <br /> <br />( <br />P <br />e <br />r <br /> <br />R <br />e <br />c <br />. <br />)12" RCP15" <br />RC <br />P <br />15" RCP 12" RCP15" RCP15" RCP18" RCP <br />18" RCP <br />15" R <br />C <br />P <br />15" R <br />C <br />P12" RCPLandscaping Rock <br />Landscaping Rock <br />PID: 75-00729-0010 <br />Address: Unassigned <br />PID: 75-00729-0105 <br />Address: 17155 Quincy Street NW <br />Owner: Negus Violet <br />8" DIP Pl <br />ug <br />(Per Rec.)8" PVC Plug(Per Rec.)8 <br />" <br /> W <br />M <br /> <br />( <br />P <br />e <br />r <br /> <br />R <br />e <br />c <br />. <br />) <br />8" WM <br /> <br />( <br />P <br />e <br />r <br /> <br />R <br />e <br />c <br />. <br />) <br />1. <br />5 <br />" <br /> <br />I <br />r <br />r <br />i <br />g <br />a <br />t <br />i <br />o <br />n <br />S <br />e <br />r <br />v <br />i <br />c <br />e <br /> <br />( <br />P <br />e <br />r <br /> <br />R <br />e <br />c <br />. <br />) <br />8" DIP Plug <br />(Per Rec.)8" DIP(Per Rec.)8" DIP <br /> <br />( <br />P <br />e <br />r <br /> <br />R <br />e <br />c <br />. <br />)8" DIP(Per Rec.)16" DIP (Per <br />Rec.)16" DIP (Per Rec.)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 /> <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 Pu <br />b <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" RC <br />P <br />12" RCP <br />OverhangBenchBenchBrick and Lap Sided Clock Tower <br />Foundation Area = 166 +/- Sq. Ft.13.313.2 <br />4.02.05.32.04.013.2 <br />N <br />3 <br />8 <br />° <br />5 <br />5 <br />' <br />5 <br />9 <br />"W <br />1 <br />3 <br />2 <br />. <br />4 <br />8 <br />37.5 <br />5Δ=35 <br />° <br />5 <br />1 <br />' <br />2 <br />5 <br />" <br />R=6 <br />0 <br />. <br />0 <br />0 <br />N74°47' <br />2 <br />4 <br />" <br />W <br /> <br />1 <br />0 <br />2 <br />. <br />1 <br />3 34.26Δ=9°48'54"R=200.00292.92Δ=58°16'28"R=288.00S61°1 <br />1' <br />0 <br />9" <br />W <br />5 <br />0. <br />6 <br />8 83.44Δ=41°45'10"R=114.50S19°25'59"W84.98S70°3 <br />9 <br />' <br />2 <br />4 <br />" <br />E <br /> <br />2 <br />0 <br />2 <br />. <br />0 <br />1 <br />97.79Δ=20°22'31" <br />R=275.00 <br />33.59 <br />N88°58'05"E <br />419.22Δ=46°15'06"R=519.32CB=N24°51'09"EC=407.93Found <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 />Found 1/2 Inch Iron <br />Pipe 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 />Acc <br />e <br />s <br />s Bituminous DriveBituminous DriveBituminous SidewalkBituminous SidewalkConcrete Sidewalk <br />Concr <br />e <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)12" RCP12" RCPMedianMedianINLET PROTECTION AT <br />EXISTING CATCH BASIN <br />TO REMAIN, TYP <br />INLET PROTECTION AT <br />EXISTING CATCH BASIN <br />TO REMAIN, TYP <br />INLET PROTECTION AT <br />EXISTING CATCH BASIN <br />TO REMAIN, TYP <br />INLET PROTECTION AT <br />EXISTING CATCH BASIN <br />TO REMAIN, TYP <br />CONTRACTOR TO PROVIDE <br />INLET PROTECTION AT ALL <br />DOWNSTREAM CATCH BASINS. <br />CONTRACTOR TO PROVIDE <br />INLET PROTECTION AT ALL <br />DOWNSTREAM CATCH BASINS. <br />CONTRACTOR TO PROVIDE <br />INLET PROTECTION AT ALL <br />DOWNSTREAM CATCH BASINS. <br />CONSTRUCTION <br />ENTRANCE <br />CONSTRUCTION <br />ENTRANCE <br />PERIMETER <br />EROSION <br />CONTROL AT <br />CONSTRUCTION <br />LIMITS, TYP. <br />PERIMETER <br />EROSION <br />CONTROL AT <br />CONSTRUCTION <br />LIMITS, TYP. <br />PERIMETER <br />EROSION <br />CONTROL AT <br />CONSTRUCTION <br />LIMITS, TYP. <br />COPYRIGHT 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OWNERSW1.0 <br />SWPPP - EXISTING <br />CONDITIONS <br />1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. <br />CITY OF ELK RIVER EROSION CONTROL NOTES: <br />SWPPP LEGEND: <br />EX. 1' CONTOUR ELEVATION INTERVAL <br />INLET PROTECTION <br />STABILIZED CONSTRUCTION ENTRANCE <br />DRAINAGE ARROW <br />SILT FENCE / BIOROLL - GRADING LIMIT <br />1125 <br />ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND <br />MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. <br />ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF <br />CONSTRUCTION. <br />REVISION SUMMARY <br />DATE DESCRIPTION <br />1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE <br />APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" <br />(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 <br />HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL <br />REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL <br />REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS <br />RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL <br />PERMITS REQUIRED BY THE CITY. <br />3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL <br />NOTES, DESCRIPTIONS, AND PRACTICES. <br />4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION <br />CONTROL NOTES. <br />5. CONTRACTOR IS RESPONSIBLE FOR SWPPP <br />IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH <br />NPDES PERMIT. <br />SWPPP NOTES: <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 23 of 111