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A\ <br />i <br />INV. 866.92 <br />24 L.F. 18" RCP @ 2% <br />(ALL JOINTS TIED) <br />INV 867.40 <br />LOT 1 <br />GARAGE FLOOR 878.00 <br />FIRST FLOOR 881.50 <br />BASEMENT 871.50 (W/O) <br />EXISTING <br />WATER SERVICE <br />EXISTING <br />SEWER SERVICE <br />1 <br />LOT 2 <br />GARAGE FLOOR 879.00 <br />FIRST FLOOR 881.50 <br />BASEMENT 871.50 (L/O) <br />PROPOSED WATER SERVICE <br />1" HDPE SDR 9 W/ CURB STOP & BOX <br />CS ELEV. 875.73 <br />EXISTING SEWER SERVICE <br />CATCH BASIN <br />FL-872.86 <br />INV(S)=868.82 <br />• <br />/ <br />LOT 3 <br />GARAGE FLOOR 882.00 <br />FIRST FLOOR 885.00 <br />BASEMENT 875.00 (L/O) <br />PROPOSED WATER SERVICE <br />1" HDPE SDR 9 W/ CURB STOP & BOX <br />PROPOSED <br />SEWER SERVICE <br />32 LF 4" PVC <br />SDR 26 <br />@ 2% MIN. <br />INV. 868.64 <br />0 <br />INV 864.6± <br />MANH?LEO� <br />RIM=94.44 - INV: 865.3± <br />INV,=864.89 <br />4TCH BASIN <br />FL=873.87 <br />N)-868.07 <br />V(E)=868.05 <br />CATCH BASIN <br />FL=872.83 <br />INV(N)=868.07 <br />INV(W)=868.06 <br />W:\2025\Civil\12256081 - Brookside Terrace\3. Working Docs\C. Drawing Files\1XXXX - C400 Utility Plan.dwg <br />1 <br />EXISTING <br />EWATER <br />SERVICE <br />I <br />CS ELEV. 885.72 <br />PROPOSED SEWER SERVICE <br />34 LF 4" PVC SDR 26 <br />@ 2% MIN. INV. 873.22 <br />i.ri..,a' <br />\ <br />\ <br />\ <br />\ <br />LOT 4 <br />\ <br />\ <br />LOT 5 <br />00 \ <br />0s,:2) 0 PROPOSED WATER SERVICE <br />_ 0_ Oa2l��01 1" HDPE SDR 9 <br />� �NO aa200 W/ CUCS ELERB OV. 8 8.50 <br />�PSEM PROPOSED SEWER SERVICE <br />32 LF 4" PVC SDR 26 <br />@ 2% MIN. INV. 875.74 <br />INV: 876.1± <br />1 <br />\ <br />LOT 6 <br />\ <br />v> <br />PROPOSED <br />WATER SERVICE <br />1" HDPE SDR 9 W/ <br />CURB STOP & BOX <br />CS ELEV. 889.01 <br />EXISTING SEWER SERVICE <br />i <br />INV: 874.6* <br />\ <br />\ <br />SYMBOL LEGEND <br />O <br />O <br />0 <br />STORM MANHOLE <br />CATCH BASIN <br />CURB INLET <br />FLARED END <br />SANITARY MANHOLE <br />T T <br />OE <br />UE <br />FB0 FB0 <br />GAS <br />GAS <br />KEY NOTES <br />HYDRANT <br />GATE VALVE & BOX <br />® WATER SHUTOFF <br />LIGHT POLE <br />TELEPHONE LINE <br />ELECTRIC OVERHEAD LINE <br />ELECTRIC UNDERGROUND LINE <br />FIBER OPTIC UNDERGROUND LINE <br />NATURAL GAS UNDERGROUND LINE <br />SANITARY SEWER PIPE <br />STORM SEWER PIPE <br />TELEPHONE UNDERGROUND LINE <br />WATERMAIN PIPE <br />DRAINTILE PIPE <br />O NEW FLARED END SECTION, SEE DETAIL 5/C501 <br />O2 NEW WATER SERVICE, SEE DETAIL 7/C500 <br />• NEW SEWER SERVICE, SEE DETAIL 8/C500 <br />UTILITY NOTES <br />1. It is the responsibility of the contractor to perform or coordinate all <br />necessary utility connections and relocations from existing utility locations <br />to the proposed building, as well as to all onsite amenities. These <br />connections include but are not limited to water, sanitary sewer, cable TV, <br />telephone, gas, electric, site lighting, etc. <br />2. All service connections shall be performed in accordance with state and <br />local standard specifications for construction. Utility connections (sanitary <br />sewer, watermain, and storm sewer) may require a permit from the City. <br />3. The contractor shall verify the elevations at proposed connections to <br />existing utilities prior to any demolition or excavation. All elevations with an <br />asterisk (*) shall be field verified. If elevations vary significantly, notify the <br />Engineer for further instructions. <br />4. The contractor shall notify all appropriate engineering departments and <br />utility companies 72 hours prior to construction. All necessary precautions <br />shall be made to avoid damage to existing utilities. <br />5. Storm sewer requires testing in accordance with Minnesota plumbing code <br />4714.1107 where located within 10 feet of waterlines or the building. <br />6. HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet <br />ASTM D3212 joint pressure test. Installation shall meet ASTM C2321. <br />7. Maintain a minimum of 8' of cover over all water lines and sanitary sewer <br />lines. Where 8' of cover is not provided, install 2" rigid polystyrene insulation <br />(MN/DOT 3760) with a thermal resistance of at least 5 and a compressive <br />strength of at least 25 psi. Insulation shall be 8' wide, centered over pipe <br />with 6" sand cushion between pipe and insulation. Where depth is less <br />than 5', use 4" of insulation. <br />8. Install water lines 18" above sewers. Where the sewer is less than 18" <br />below the water line (or above), install sewer piping of materials approved <br />for inside building use for 10 feet on each side of the crossing. <br />9. See Project Specifications for bedding requirements. <br />4 <br />NORTH <br />0 15 30 <br />60 <br />d <br />'c <br />V♦ <br />c <br />CU i <br />J w <br />-o <br />0 <br />4) <br />0 <br />J <br />N <br />LO <br />co <br />0 <br />LO <br />LO <br />Z <br />a) <br />co <br />J <br />a) <br />a) <br />L <br />0 <br />0 <br />0) <br />o C <br />(NI a) <br />rn o <br />• L <br />. <br />• <br />c <br />c <br />0) <br />c <br />C <br />.D) <br />c <br />w <br />c <br />0 <br />J <br />Lf) <br />c <br />0 <br />1- <br />a) <br />0 <br />0 <br />Wz <br />2 <br />Et 2 <br />cl <br />W0 <br />W <br />O <br />m <br />w <br />O � <br />O ° <br />M E W <br />I hereby certify that this plan, <br />specifications or report was prepared <br />by me or under my direct supervision <br />and that I am a duly Licensed <br />Professional Engineer under the laws <br />of the State of Minnesota. <br />First M. Last, P.E. <br />Date: 08.14.25 Lic. No.: 25520 <br />Rev. Date Description <br />08.14.25 City Comments <br />Project #: 12256081.000 <br />Drawn By: TRK <br />Checked By: TJH <br />Issue Date: 08.14.25 <br />Sheet Title: <br />UTILITY PLAN <br />Sheet: <br />