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c 2020 Westwood Professional Services, Inc. <br />/ <br />/ <br />1 <br />1 <br />L, <br />/ <br />FLETCHER LANE NORTH <br />165' — 12" DIP CL 52 WM <br />w /POLYWRAP = EXTRA DEPTH <br />307' — 12" DIP CL 52 WM- <br />w/POLYWRAP 715' MIN, CO\ <br />20 12' <br />...................................................................... . .................. <br />— DIP CL 52 W.M. <br />w/POLYWRAP - : 7.5' MIN. COVER <br />Westwood I hereby certify that this plan was prepared me or under AL Revisions <br />direct supervision and that I am a duly licensed PROFESSIONAL mod; Jgg <br />ENGINEER under the laws of the State of Minnesota. <br />Checked. JBB <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 ✓— <br />Fax (952) 937-5822 Minnetonka, MN 55343 brawn: Cry <br />Toll Free (888) 937-5150 westwoodps.com John Bender <br />Westwood Professional services, Inc. 01/14/20 License Na 43358Reco�"' �l& <br />ft <br />Prepared for: <br />i o <br />REMOVE PLUG & <br />CONNECT TO EX. 8" WM <br />8" DIP <br />I I I <br />n pR A Y A VEM4 N. p <br />8" PVC <br />mm <br />f?1 X m fT'I X <br />Cn CW 2 <br />NNE m6)(.7� <br />00 <br />FLAY AVENUE NORTH <br />. . . . . . . . . . . . . . . . . . . . L 40, _ 8" DIP CL 52 W.M. <br />...................................... <br />w/POLYWRAP EXTRA DEPTH <br />148' '8"' DIP 'CL 52' W.M: <br />w/POLYWRAP - 7.5' MIN.: COVER <br />0F5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />GENERAL NOTES: <br />XXX.X DENOTES SANITARY SEWER SERVICE <br />INVERT ® 10' OUTSIDE R.O.W. <br />WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE <br />LOCATED ON MAINLINE FROM <br />DOWN STREAM M.H. <br />XXX.XX DENOTES CURB STOP ELEVATION <br />FLAG HYDRANTS. <br />EXTEND RODS ON VALVES DEEPER THAN <br />7.5' FROM FINISHED GRADE. <br />ALL DROP MANHOLES TO BE CONSTRUCTED <br />USING OUTSIDE DROPS. SEE CITY DETAIL <br />HU—SS-2. <br />MAINTAIN 10 FT HORIZONTAL SEPARATION <br />BETWEEN WATERMAIN AND SANITARY SEWER. <br />MAINTAIN 1.5 FT VERTICAL SEPARATION <br />BETWEEN ALL UTILITY CROSSINGS. SEE CITY <br />DETAIL HU—W-5. <br />O WATER SERVICE TO THIS LOT SHALL BE <br />INSTALLED UNDER PROPOSED STORM SEWER <br />& SHALL MAINTAIN A MINIMUM VERTICAL <br />SEPARATION FROM STORM PIPE OF 2.0 FT., <br />INSULATE CROSSING. SEE CITY DETAIL HU—W-5. <br />© WATER SERVICE TO THIS LOT SHALL BE <br />INSTALLED UNDER PROPOSED SANITARY SEWER <br />& SHALL MAINTAIN A MINIMUM VERTICAL <br />SEPARATION FROM SANITARY PIPE OF 1.5 FT. <br />SEE CITY DETAIL HU—W-5. <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 <br />40 GLUE TOGETHER PIPE <br />CORPORATION STOP SHALL BE THREADED INTO <br />THE WATERMANIN (NO SADDLES) <br />1" COPPER WATER SERVICE SHALL BE TYPE K <br />ALL WATERMAIN INCLUDING HYDRANT LEADS <br />SHALL BE DUCTILE IRON <br />ALL WATERMAIN AND APPURTENANCES SHALL BE <br />POLY WRAPPED <br />STUB WATERMAIN PLUGS SHALL BE EQUIPPED <br />WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL <br />HU—W-6 <br />THE VERTICAL DATUM OF THIS PLAN IS BASED <br />ON THE NGVD 1929 ADJUSTED DATUM IN US <br />SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />USE CORE BLUE BOLTS FOR ALL FITTING <br />CONNECTIONS. <br />Adelaide Landing <br />5th Addition <br />M <br />0' 50' 100' 150' <br />Latest Revision Date: 01/14/20 <br />0008463.05UTF03.dwg <br />Date: 01/09/20 sheet. 6 of 20 <br />Sanitary Sewer and <br />Watermain Construction <br />Plan <br />