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c 2020 Westwood Professional Services, Inc. <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 />HYD w/AUX VALVE <br />45'-6" DIP �� <br />8"X6" TEE / <br />GRND ELEV.=939.8 `--� <br />135TH STREET NORTH <br />591' 8" DIP CL 52 WM <br />w/POLYWRAP 7.5' MIN. COVER <br />............................................................................................................................. <br />30' — 8" DIP CL 52 W.M. <br />w/POLYWRAP — EXTRA DEPTH <br />L 32' - 8" DIP CL 52 W.M. <br />w/POLYWRAP 7:5' MIN. COVER <br />................... <br />...................................... <br />........................ <br />............. ....._ ...... ..— ..—.-.. <br />TOP OF WMTOP <br />!VIE <br />OF WM <br />STA=17+49STA=17+39 <br />ELEV=928.02LEV=928.0 <br />400 - 8" PVC <br />M.H 20. <br />. <br />... . . . ... . . <br />8" PVC . . <br />. . . ... . . . ... . . . . SDR 35 ® 0.40% <br />. . . . STA 17+81 <br />249' — 8„ PVC <br />MH 26 S DR 35 @ 0:40% <br />. . . . . . . . . . . . <br />MH 27 <br />RE = 938-24....................SDR <br />35 ®0.40%...............STA-15+32........................ <br />14+02.......................................... <br />I (S) = 925.64 <br />. . . . . . . . . . . . . . . . . <br />. . . . RE = 939.9.1 .. . . . . . . . <br />. . RE = 939.05.. . . . . . . . . . . . . . . . . . . <br />I (E) = 925.64 <br />... . . . . . . . . . ... . . . . . . <br />. . . . I (S) = 926..74 . . <br />IE (E) = 927.42 . . . . . . . . ... . . . . . . . . . <br />. . . ... I (W) = 925.54 <br />... . . . . . . <br />. . . . IE (N) = 926.63. . . ... . . <br />I£ (N) = 927.32 <br />. . . . .D.=12.70 . . . <br />. . . . . ... . . . ... . . . ... <br />. . . .. =1. . ... . . . ... . . <br />. ...=11.7. ... . . . ... . . . ... . . . ... . . . <br />Wel <br />Westwood <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 <br />Fax (952) 937-5822 Minnetonka, MN 55343 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />18 17 <br />I hereby certify that this plan was prepared by me or under my <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEER under the laws of the State of Minnesota. <br />John Bender <br />Dates 01/14/20 Ucense No, 43358 <br />Mel <br />Mai <br />ML1 <br />13 12 <br />Damned, JFIB Prepared for: <br />Checked:- JFIB <br />Drawn: CTY <br />Record Drawing by/date <br />0F5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <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 />0008463.05UTF02A.dwg <br />Date: 01/09/20 Sheet. 5 of 20 <br />Sanitary Sewer and <br />Watermain Construction <br />Plan <br />