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BUILDING <br />34,060 +/- SF. <br />T <br />2' X 3' CATCHBASIN <br />(TYP) <br />A4 <br />C-503 <br />CO <br />CO <br />0+0 <br />0 <br />0+90 <br />T <br />0+00 <br />0+52 <br />CO <br />110' - 24" PVC <br />@ 0.52% <br />16' - 24" PVC <br />@ 0.42% <br />13 <br />5 <br />' <br /> <br />- <br /> <br />2 <br />4 <br />" <br /> <br />P <br />V <br />C <br />@ 0 <br />. <br />4 <br />2 <br />% <br />60 <br />' <br /> <br />- <br /> <br />2 <br />4 <br />" <br /> <br />P <br />V <br />C <br />@ 0 <br />. <br />4 <br />2 <br />% <br />62 <br />' <br /> <br />- <br /> <br />2 <br />0 <br />" <br /> <br />P <br />V <br />C <br />@ 0 <br />. <br />5 <br />3 <br />% <br />58' - 20" PVC <br />@ 0.45% <br />207' - 1 <br />6 <br />" <br /> <br />P <br />V <br />C <br />@ 0.45 <br />% <br />156' - 14" PVC <br />@ 0.40% <br />52' - 8" PV <br />C <br />@ 1.01% <br />65' <br /> <br />- <br /> <br />1 <br />0 <br />" <br /> <br />P <br />V <br />C <br />@ 0 <br />. <br />5 <br />5 <br />% <br />25' - 8" PV <br />C <br />@ 0.49% <br />7' - 10" PVC <br />@ 0.40% <br />87' - 8" PVC <br />@ 2.20% <br />1 <br />2 <br />9 <br />' <br /> <br />- <br /> <br />8 <br />" <br /> <br />P <br />V <br />C <br />@ <br /> <br />0 <br />. <br />8 <br />5 <br />% <br />34' - 8" PVC <br />@ 3.01% <br />29' - 8" PVC <br />@ 1.00% <br />3' - 8" PVC <br />@ 1.00% <br />20' - 6" PVC <br />@ 3.49% <br />5' - 6" PVC <br />@ 3.50% <br />11' - 21" CMP <br />@ 8.93% <br />21 <br />1 <br />' <br /> <br />- <br /> <br />2 <br />1 <br />" <br /> <br />R <br />C <br />P <br />@ 0 <br />. <br />8 <br />0 <br />% <br />21' - 12" PVC <br />@ 0.00% <br />18' - 8" PVC <br />@ 1.47% <br />106' - 24" PVC <br />@ 0.48% <br />6" PVC <br />215' @ 1.00% <br />6" PVC <br />15' @ 1.00% <br />48" CBMH A2 <br />STA = 2+16 <br />RIM = 961.66' <br />INL 954.08' (S) <br />INV 954.08' (N) <br />60" CBMH A3 <br />STA = 2+33 <br />RIM = 961.71' <br />INL 954.15' (W) <br />INV 954.15' (N) <br />48" CBMH A4 <br />STA = 3+68 <br />RIM = 961.40' <br />INL 954.72' (W) <br />INV 954.72' (E) <br />48" CBMH A5 <br />STA = 4+28 <br />RIM = 961.41' <br />INL 955.24' (W) <br />INV 954.97' (E) <br />8" X 20" WYE A6 <br />INV 955.57' <br />48" CBMH A7 <br />STA = 5+48 <br />RIM = 960.51' <br />INL 956.09' (S) <br />INL 956.49' (NW) <br />INV 955.83' (E) <br />48" CBMH A8 <br />STA = 7+54 <br />RIM = 962.56' <br />INL 957.16' (S) <br />INV 957.03' (N) <br />48" CBMH A9 <br />STA = 9+11 <br />RIM = 962.70' <br />INL 958.65' (E) <br />INV 957.78' (N) <br />RD D <br />INV 956.89' <br />2' X 3' CB B1 <br />STA = 0+65 <br />RIM = 960.53' <br />INL 956.99' (S) <br />INV 956.85' (SE) <br />2' X 3' CB B2 <br />STA = 0+90 <br />RIM = 960.56' <br />INV 957.11' (N) <br />2' X 3' CB A10 <br />STA = 9+18 <br />RIM = 962.71' <br />INV 958.68' (W) <br />48" CBMH C1 <br />STA = 0+87 <br />RIM = 960.71' <br />INL 955.91' (W) <br />INV 955.91' (E) <br />2' X 3' CB C2 <br />STA = 2+16 <br />RIM = 960.52' <br />INV 957.01' (E) <br /> UG INFIL CONNECTION 4 <br />STA = 0+00 <br />INV = 954.00' (W) <br />UG INFIL CONNECTION 1 <br />STA = 0+00 <br />INV = 953.00' (S) <br />48" STMH F1 <br />STA = 0+34 <br />RIM = 962.07' <br />INL 955.35' (S) <br />INL 955.35' (W) <br />INV 955.35' (N) <br />RD A <br />INV 955.67' <br />RD B <br />INV 955.62' <br />UG INFIL CONNECTION 3 <br />STA = 0+00 <br />INV = 954.50' (W) <br />RD C <br />INV 955.38' <br />UG INFIL OUTLET <br />INV 953.00' <br />60" STMH H2 <br />STA = 2+11 <br />RIM = 959.20' <br />INL 952.00' (S) <br />INL 949.94' (E) <br />INV 949.94' (W) <br />60" STMH H1 <br />STA = 0+00 <br />RIM = 960.97' <br />INL 948.25' (E) <br />UG INFIL CONNECTION 5 <br />STA = 0+00 <br />INV = 952.00' (N) <br />UG INFIL CONNECTION 2 <br />STA = 0+00 <br />INV = 954.33' (S) <br />48" CBMH G1 <br />STA = 0+21 <br />RIM = 957.00' <br />INV 952.00' (S) <br />48" CBMH A1 <br />STA = 1+10 <br />RIM = 960.91' <br />INL 953.57' (S) <br />INV 953.57' (N) <br />EXISTING SSWR MH 1 <br />STA = 0+00 <br />RIM = 0.29' <br />INL 950.40' (N) <br />SSWR CLEANOUT 2 <br />STA = 2+15 <br />RIM = 962.53' <br />INL 952.55' (W) <br />INV 952.55' (S)SSWR 3 <br />INV 952.70' <br />INFILTRATION CHAMBER <br />109' - 120" <br />PERFORATED CMP <br />IE 945.0 <br />3 - INFILTRATION <br />CHAMBERS <br />135' - 120" <br />PERFORATED CMP <br />IE 945.0 <br />INFILTRATION CHAMBER <br />115' - 120" <br />PERFORATED CMP <br />IE 945.0 <br />PRETREATMENT CHAMBER <br />20' - 120" <br />SOLID CMP <br />IE 945.0 <br />PRETREATMENT <br />CHAMBER <br />62' - 120" <br />SOLID CMP <br />IE 945.0 <br />8"DIP 6"PVC <br />8" <br />DI <br />P <br />8"DIP <br />6" x 8" INCREASER <br />CONNECT TO 6" <br />WATERMAIN <br />8" X 8" TEE <br />8" - 11 14° BEND <br />HYDRANT AND GATE <br />VALVE <br />8" X 6" TEE <br /> 8" X 6" REDUCER <br />8" <br />DIP <br />8" - 45° BEND <br />HYDRANT AND GATE <br />VALVE <br />8" X 6" TEE <br />1.5"DIP <br />8"DIPFIRE DEPARTMENT <br />CONNECTION 1.5" X 8" TEE <br />8" X 8" TEE <br />8" - 45° BENDS <br /> 8" - 45° <br />BENDS <br />8" - 45° <br />BENDS <br />8"DIP <br />8" <br />DIP <br />8" <br />DIP <br />8" - 22 12° <br />BEND <br />8" -45° <br />BEND <br />HYDRANT AND GATE <br />VALVE <br />HYDRANT AND GATE <br />VALVE <br />8" - 40° <br />BEND <br />8" X 8" TEE <br />8" X 8" TEE <br />GATE VALVE <br />8" X 6" REDUCER <br />8"DIP <br />8" X 6" TEEHYDRANT AND <br />GATE VALVE <br />6"DIP <br />6" x 8" INCREASER <br />CONNECT TO 6" <br />WATERMAIN <br />8" X 6" <br />TEE <br />PVC PIPE BEDDING <br />(TYP) <br />A5 <br />C-503 <br />CATCH BASIN MANHOLE <br />(TYP) <br />A2 <br />C-503 <br />HYDRANT & <br />GATE VALVE (TYP) <br />C1 <br />C-503 <br />STORM <br />MANHOLE (TYP) <br />A1 <br />C-503 <br />PRETREATMENT CHAMBER <br />26' - 120" <br />SOLID CMP <br />IE 945.0 <br />GATE VALVE <br />& BOX (TYP) <br />C2 <br />C-503 <br />CLEAN OUT <br />(TYP) <br />C4 <br />C-503 <br />RCP PIPE BEDDING <br />(TYP) <br />C5 <br />C-503 <br />30" RISER INLET E1 <br />RE 959.8 <br />30" RISER INLET D1 <br />RE 959.8 <br />30" RISER INLET I1 <br />RE 958.5 <br />UTILITY CROSSING <br />TOP OF SANITARY 951.5 <br />STORM IE 954.0 <br />2.5' SEPARATION <br />BUILD STMH OVER <br />EXISTING PIPE <br />16.1'14.6' <br />11 <br />' <br />12 <br />. <br />4 <br />' <br />14.7' <br />UNDERGROUND <br />INFILTRATION <br />A1 <br />C-504 <br />9030 <br />SCALE IN FEET <br /> <br />Know what's below. Call before you dig. <br /> R <br />A1 SITE PLAN <br />1" = 30'ARC23018 <br />PROJECT NO. <br />I hereby certify that this plan, specification or report <br />was prepared by me, or under my direct supervision, <br />and that I am a duly Licensed Professional Engineer <br />under the laws of the state of MINNESOTA. <br />Stephen M. Johnston <br />18914 07/23/2024 <br />SITE PLANREVIEW <br />07/23/24 <br />NOT FOR <br />CONSTRU <br />C <br />T <br />I <br />O <br />N <br />SHEET <br />CERTIFICATION <br />REGISTRATION NO. <br />DATE <br />REVISION DATE <br />ISSUE <br />PROJECT <br />D E S I G N <br />CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE <br />3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 <br />M I N N E A P O L I S , M N 5 5 4 1 5 <br />www.elanlab.comp 612.260.7980 <br />f 612.260.7990 <br />1 2 3 4 5 6 <br />E <br />D <br />C <br />B <br />A <br />BARNETT KIA <br />GEM LAKE, MINNESOTA <br />1600 WEST LAKE STREET, <br />SUITE 127 <br />MINNEAPOLIS, MN 55408 <br />612-436-4030 <br />BARNETT COMPANIES, INC. <br />3430 HIGHWAY 61 N., <br />WHITE BEAR LAKE, MN 55110 <br />C/O MIKE BARNETT <br />651-429-3391 <br />PHILLIPS ARCHITECTS & <br />CONTRACTORS <br />401 NORTH THIRD STREET, <br />SUITE 450 <br />MINNEAPOLIS, MN 55401 <br />C/O DAVID PHILLIPS <br />612-868-1261 <br />C-301 <br />UTILITY PLAN <br />UTILITY NOTES <br />LEGEND <br />SANITARY SEWER <br />WATER <br />STORM SEWER <br />PROPERTY LINE <br />>> <br />1.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF <br />STRUCTURE. <br />2.PIPE MATERIALS: <br /> <br />STORM SEWER PVC SCHD 40 OR C-900 <br />WATERMAIN DIP C150 <br />SANITARY SEWER PVC SCHD 40 <br />3.WATER AND SANITARY SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS, <br />THE CITY OF CHAMPLIN GENERAL SPECIFICATIONS LATEST EDITION OF CITY ENGINEERS <br />ASSOCIATION OF MINNESOTA (CEAM), AND MINNESOTA PLUMBING CODE, WHICHEVER IS MOST <br />RESTRICTIVE <br />4.STORM SEWER AND/OR BEST MANAGEMENT PRACTICES (BMPS) SHALL BE CONSTRUCTED IN <br />ACCORDANCE WITH THESE PLANS, THE CITY OF GEM LAKE GENERAL SPECIFICATIONS AND <br />STANDARD DETAIL PLATES. WHERE CONFLICTS EXIST EXPECT TO FOLLOW THE MOST <br />STRINGENT REQUIREMENT AFTER SUBMITTING AND REQUEST FOR INFORMATION (RFI) FROM <br />THE ENGINEER. <br />5.ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHERE DISTURBED. <br />COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED <br />AREAS TO MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. <br />6.RIM ELEVATIONS ON CURBS HELD DOWN 2", RIM ELEVATION IN PAVEMENT HELD DOWN 0.5" <br />FROM ELEVATION SHOWN ON GRADING PLAN. <br />