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EXISTING BUILDING / <br />I I <br />J <br />0 <br />I GM <br />0 <br />I I I I I I I I I <br />PROPOSED BUILDING <br />o--I MI-12 X SS INV=898.90 TC=909.88 2 O <br />WM TP=901.69 INV=898.50 <br />1 " PE WATER SERVIC <br />w I w W/ TRACER WIRE <br />CORPORATION <br />- " CURB STOP & BOX (TYP 8 PLACES) <br />PROPOSED BUILDING-1 PROPOSED BUILDING <br />C.-1 Q <br />SS INV=898.73 - <br />WM TP=901.67 <br />> z 4" PVC SAN SEW <br />Ld _ SERVICE W/ RISER O <br />4x8 WYE <br />W (TYP 8 PLACES) <br />PROPOSED BUILDING <br />-� o v <br />co <br />X <br />I <br />X LIJ <br />0' <br />X I . <br />I <br />X o. <br />#14 <br />I <br />- u- <br />J <br />CV � <br />� I <br />PROPOSED BUILDING <br />00 <br />> LL <br />J <br />0o v <br />I I -E) <br />13 1 PROPOSED BUILDING <br />_ I <br />> , k- I <br />MH 2 <br />TC=910.26 <br />N INV=897.7302 <br />E INV=897.63 <br />II > > > <br />141 LF 8" PVC @ 0.52% <br />CB <br />RIM=910.8HYDRANT <br />- <br />6" GV & BOX O #81 INV=907.1 <br />8x6 REDUCER- <br />60" WATERMAINI 10 LF 6" C900 33 LF 12" HDPE @ 2.7%- <br />0 #80 <br />#6 HYDRANT LEAD <br />W/ TRACER WIRE <br />#82 <br />#$ CORE DRILL INTO <br />MB EXISTING CB <br />INV = 907.1* <br />60" WATERMAIN I <br />15"RCP <br />> > > <br />12"CIP I �- <br />OE <br />-r->>- <br />IJ <br />COUNTY RD. <br />> ® >- <br />SAN MH <br />RIM=911.8 <br />INV=887.7 <br />/-FES <br />INV = 908.00- <br />> <br />11 <br />om <br />CONNECT TO EXIST <br />8" DIP WATERMAIN <br />WET TAP <br />8" GATE VALVE & BOX <br />M <br />v <br />SAN MH Q <br />RIM=910.0 <br />INV=890.9 O <br />W <br />i <br />Q <br />J <br />Z <br />O <br />J <br />> <br />M <br />v <br />WA <br />I <br />I <br />CONNECT TO EXISTING <br />SANITARY SEWER MH O <br />EXIST INV = 889.80 3 <br />W INV = 896.89 <br />7.09 INSIDE DROP MH <br />SAN MH <br />RIM=911. I <br />INV=889. <br />.' WATERMAIN I CB <br />RIM=911.8 <br />INV=906.6 <br />CP v >> <br />U �v <br />co I I 60" WATERMAIN <br />SAN MH <br />RIM=912.3 <br />INV=889.3 N <br />INV=? E-N/ <br />OE <br />STS MH <br />RIM=912.6 <br />INV=905.55 <br />SYMBOL LEGEND <br />O <br />STORM MANHOLE <br />O <br />CATCH BASIN <br />CURB INLET <br />® <br />FLARED END <br />O <br />SANITARY MANHOLE <br />Et <br />HYDRANT <br />H <br />GATE VALVE & BOX <br />® <br />WATER SHUTOFF <br />LIGHT POLE <br />CTV <br />CABLE UNDERGROUND LINE <br />OE of <br />ELECTRIC OVERHEAD LINE <br />UE LIE <br />ELECTRIC UNDERGROUND LINE <br />FO <br />FIBER OPTIC UNDERGROUND LINE <br />- GAS GAS GAS- <br />NATURAL GAS UNDERGROUND LINE <br />> > > <br />SANITARY SEWER PIPE <br />» » <br />STORM SEWER PIPE <br />T T T <br />TELEPHONE UNDERGROUND LINE <br />WATERMAIN PIPE <br />» DT <br />DRAINTILE PIPE <br />UTILITY NOTES <br />1. <br />It is the responsibility of the contractor to perform or coordinate all necessary utility connections and <br />relocations from existing utility locations to the proposed building, as well as to all onsite amenities. <br />These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas, <br />electric, site lighting, etc. <br />2. <br />All service connections shall be performed in accordance with state and local standard <br />specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer) <br />may require a permit from the City. <br />3. <br />The contractor shall verify the elevations at proposed connections to existing utilities prior to any <br />demolition or excavation. <br />4. <br />The contractor shall notify all appropriate engineering departments and utility companies 72 hours <br />prior to construction. All necessary precautions shall be made to avoid damage to existing utilities. <br />7 <br />z <br />5. <br />Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 where <br />located within 10 feet of waterlines or the building. <br />O <br />6. <br />HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 joint <br />pressure test. Installation shall meet ASTM C2321. <br />U <br />7. <br />All RCP pipe shown on the plans shall be MN/DOT class 3. <br />N� <br />L.L <br />8. <br />Maintain a minimum of 7'/z' of cover over all water lines and sanitary sewer lines. Where 7'/z of <br />cover is not provided, install 2" rigid polystyrene insulation (MN/DOT 3760) with a thermal <br />�^ <br />v ) <br />resistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be 8' wide, <br />centered over pipe with 6" sand cushion between pipe and insulation. Where depth is less than 5', <br />z <br />use 4" of insulation. <br />O <br />9. <br />Install water lines 18" above sewers. Where the sewer is less than 18" below the water line (or <br />U <br />above), install sewer piping of materials approved for inside building use for 10 feet on each side of <br />the crossing. <br />O <br />10. <br />See Project Specifications for bedding requirements. <br />LL <br />11. <br />Pressure test and disinfect all new watermains in accordance with state and local requirements. <br />12. <br />Sanitary sewer piping shall be PVC, SDR-35 for depths less than 12', PVC SDR-26 for depths <br />O <br />between 12' and 26', and class 52 D.I.P. for depths of 26' or more. <br />z <br />13. <br />A structure adjustment shall include removing and salvaging the existing casting assembly, <br />` <br />removing existing concrete rings to the precast section. Install new rings and salvaged casting to <br />r <br />proposed grades, cleaning casting flange by mechanical means to insure a sound surface and <br />install an external chimney seal from casting to precast section. Chimney seals shall be Infi-Shield <br />Uni-Band or an approved equal. <br />z <br />G <br />J <br />NW <br />L^^.L <br />L.� <br />KEY NOTES <br />OSANITARY <br />SEWER SERVICE, <br />_ - <br />SEE DETAIL 7/C500 <br />O2 <br />SANITARY SEWER MANHOLE, <br />SEE DETAIL 8/C500 <br />V <br />O <br />CONNECT TO EXISTING SANITARY SEWER MANHOLE WITH INSIDE DROP, <br />SEE DETAIL 9/C500 <br />OHYDRANT <br />AND GATE VALVE, <br />SEE DETAIL 1/C501 <br />OWATERMAIN <br />SERVICE, <br />SEE DETAIL 3/C501 <br />NORTH <br />0 10 20 40 <br />• <br />o <br />oC <br />N <br />r <br />u7 oo <br />u7 4 <br />�, <br />z LO <br />0 <br />L <br />(D <br />o <br />Q <br />o4 <br />C <br />IY NL <br />J <br />C <br />Lm i-°T°?° <br />•- <br />aim <br />Mm� <br />L- <br />w <br />Nam- <br />N <br />o <br />W <br />>� <br />M ( <br />L <br />ICU <br />> <br />J <br />LF) <br />N <br />N <br />O <br />N <br />O <br />ZLU <br />W <br />.:)N <br />w� <br />LO <br />LL0JO <br />W <br />2 <br />- <br />UWaw <br />J <br />Y <br />LU <br />J <br />W <br />M <br />rm <br />V <br />Z <br />W <br />Q <br />J <br />00. <br />U <br />Z2 <br />W <br />0 <br />w <br />QUU) <br />J <br />0 <br />D <br />V <br />2i <br />Z <br />0(/) <br />J <br />z <br />O <br />�o <br />U <br />a <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 />Thomas J. Herkenhoff, P.E. <br />Date: 11.14.22 Lic. No.: 25520 <br />Rev. Date Description <br />Project #: 12226046 <br />Drawn By: KBK <br />Checked By: TJH <br />Issue Date: 11.14.22 <br />Sheet Title: <br />UTILITY PLAN <br />Sheet: <br />P:\Projects\Projects - 2022\12226046 - Mounds View Residential\C. Design\Drawing Files\12226046 C400.dwg <br />