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4" PVC SANITARY SERVICE (TYP.) <br />1" COPPER SERVICE <br />w/ CURB STOP (TYP.) <br />HYD w/AUX VALVE <br />10' - 6" DIP <br />8" x 6" REDUCER <br />GRND ELEV = 943.7 <br />REMOVE PLUG & <br />CONNECT TO EX. 8" WM <br />REMOVE PLUG & <br />CONNECT TO 8" SAN <br />IE = 931.71 <br />932.6 <br />WYE = 0+35 <br />942.9 <br />932.7 <br />WYE = 1+01 <br />943.3 <br />933.1 <br />WYE = 1+69 <br />943.7 <br />933.8 <br />WYE = 2+33 <br />944.0 <br />934.3 <br />WYE = 2+72 <br />944.3 <br />934.3 <br />WYE = 2+99 <br />944.4 <br />934.3 <br />WYE = 2+93 <br />944.5 <br />934.3 <br />WYE = 2+81 <br />944.5 933.8 <br />WYE = 2+25 <br />944.1 <br />933.1 <br />WYE = 1+62 <br />943.8 <br />932.7 <br />WYE = 0+95 <br />943.4 <br />932.5 <br />WYE = 0+24 <br />942.8 <br />931.4 <br />WYE = 0+72 <br />942.3 <br />MH 14 <br />EX MH 15 <br />EX MH 17 <br />EX MH 16 <br />8" - 45° BEND <br />FLINT CIR N (STREET 4) <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />0+001+002+003+004+005+006+007+008+00 <br />EX. MH <br />IE (NE) = 930.84 <br />IE (SE) = 930.74 <br />STA 1+00 <br />RE = 940.67 <br />D = 9.93 <br />100' - 8" PVC <br />@ 0.40% <br />EX. MH <br />IE (NE) = 931.34 <br />IE (SW) = 931.24 <br />STA 2+00 <br />RE = 941.27 <br />D = 10.03 <br />47' - 8" PVC <br />@ 0.40% <br />20' - 8" PVC <br />@ 0.40% <br />REMOVE PLUG & <br />CONNECT TO 8" SAN <br />IE = 931.71 <br />287' - 8" PVC <br />SDR 35 @ 0.40% <br />MH 14 <br />IE (SW) = 932.86 <br />STA 5+72 <br />RE = 943.52 <br />D = 10.66 <br />EX. MH <br />IE (NE) = 931.63 <br />IE (SW) = 931.53 <br />STA 2+47 <br />RE = 941.56 <br />D = 10.03 <br />292' - 8" DIP CL 52 WM <br />w/POLYWRAP - 7.5' MIN COVER <br />EXISTING STORM SEWER (TYP.) <br />Sheet: <br />Revisions: <br />OF <br />Record Drawing by/date: <br />Drawn: <br />Checked: <br />Designed: <br />Date:License No. <br />Date: <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 <br />Fax (952) 937-5822 Minnetonka, MN 55343 <br />Toll Free (888) 937-5150 <br />I hereby certify that this plan was prepared by me or under my direct <br />supervision and that I am a duly licensed PROFESSIONAL ENGINEER <br />under the laws of the State of Minnesota. <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06UTF01.DWGLatest Revision Date: 01/15/21 <br />CONSTRUCTION PLANS <br />3 14 <br />St. Louis Park, MN 55416 <br />OP5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />Sanitary Sewer and <br />Watermain Construction <br />Plan <br />Hugo, MN <br />01/15/21 <br />Adelaide Landing 6th <br />Addition ADELAIDE LANDING 6TH ADDITION XXX.X <br />WYE=X+XX <br />A <br />NOTE <br />SANITARY SEWER SERVICE STUBS TYPICALLY 3' <br />DOWNSTREAM OF WATER SERVICE CURB STOP. <br />SANITARY SEWER AND WATER SERVICES SHALL <br />EXTEND 10' BEYOND THE R/W LINE. <br />SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 <br />GLUE TOGETHER PIPE. <br />CORPORATION STOP SHALL BE THREADED INTO THE <br />WATERMANIN (NO SADDLES). <br />1" COPPER WATER SERVICE SHALL BE TYPE K. <br />ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL <br />BE DUCTILE IRON . <br />ALL WATERMAIN AND APPURTENANCES SHALL BE <br />POLY WRAPPED. <br />STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH <br />AN AIR BLEED SYSTEM. SEE CITY DETAIL HU-W-6. <br />USE CORE BLUE BOLTS FOR ALL FITTING <br />CONNECTIONS. <br />THE VERTICAL DATUM OF THIS PLAN IS BASED ON <br />THE NGVD 1929 ADJUSTED DATUM IN US SURVEY <br />FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />XXX.XX <br />GENERAL NOTES <br />DENOTES SANITARY SEWER SERVICE INVERT @ 10' <br />OUTSIDE ROW. <br />DENOTES SANITARY SEWER SERVICE WYE LOCATED <br />ON MAINLINE FROM DOWN STREAM M.H. <br />DENOTES CURB STOP ELEVATION. <br />FLAG HYDRANTS. <br />EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM <br />FINISHED GRADE. <br />ALL DROP MANHOLES TO BE CONSTRUCTED USING <br />OUTSIDE DROPS. SEE CITY DETAIL HU-SS-2. <br />MAINTAIN 10 FT HORIZONTAL SEPARATION BETWEEN <br />WATERMAIN AND SANITARY SEWER. <br />MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN <br />ALL UTILITY CROSSINGS. SEE CITY DETAIL HU-W-5. <br />WATER SERVICE TO THIS LOT SHALL BE INSTALLED <br />UNDER PROPOSED STORM SEWER & SHALL MAINTAIN <br />A MINIMUM VERTICAL SEPARATION FROM STORM <br />PIPE OF 2.0 FT., INSULATE CROSSING. SEE CITY DETAIL <br />HU-W-5. <br />WATER SERVICE TO THIS LOT SHALL BE INSTALLED <br />UNDER PROPOSED SANITARY SEWER & SHALL <br />MAINTAIN A MINIMUM VERTICAL SEPARATION FROM <br />SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU-W-5. <br />B