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®2017 Westwood Professional Services, Inc. <br />Westwood <br />—. (952)9373150 7699A .q.mDr . <br />Fat (952) 9375322 Eden Prabie, MN 55344 <br />T-' a (fi6B)93T5150 wenw-dp— <br />Weammod Profedmul SeWO Inc <br />931.5 <br />WYE= 2+81 <br />16.0' RISER <br />13 <br />y <br />4" PVC SANITARY, <br />931.9 <br />SERVICE (TYP.) `. <br />WYE=1+85 <br />931.9 `., �I <br />17.0' RISER <br />14 <br />15 <br />18.0' RISER -, <br />131ST STREET NORTH <br />2 <br />540'- 12" DIP, CL 52 W.M.;w/POLYWRAP - 7.5' MIN.: COVER <br />- PROPOSED CAGRADE (TYP_.) 30'- 12" DIP CLAP .. .. .. .... .... // W.M: w/POLYWRAP _ 94S <br />/ PROPOSED CA SUBGRADE (TYPJ EXTRA DEPTH <br />/J :25'- 12" DIP CL 52 <br />- W.M. w/POLYWRAP <br />940 <br />935 <br />o <br />N N N <br />K �: <br />54' -'8" PVC K <br />SDR 26-® 0.40%o in <br />16 W '4. <br />STUB -2 MH -14 <br />IE (E) = 914.35 RE = 941.30 <br />IE (S) = 914.13 <br />IE -(W)914:13 <br />IE (E) = 914.03 <br />D=27.3 <br />6 7 <br />iaeb, —'y — — elm .. peeve, y m< a m!s my <br />dhvR .op— and d.„ 3 ®. mdy Damrd PSOPB�NAL <br />aYGnl� —a. du Inn d d. 5— d lfleumn 9/22/1] atY Commmte <br />John Bender - — -- <br />oe� 07/14M Lf— Na 43358 -- <br />342'- — 8" PVC SDR 26 0 0.40$ <br />8 9 10 <br />18". MIN....... .. ....._ <br />SEPARATION <br />PER CITY <br />DETAIL <br />HU -W-5 <br />925 <br />920 <br />W W <br />0_ <br />STUB -5 <br />IE (W)- 915 <br />..:o ............. 913.50 <br />ad-_ - ......... <br />139' - 8" PVC 44' - 8" PVC <br />SDR 26 ®0.40% <br />MH -13 : SDR 26 ® 0.40$ <br />RE = 942.05 - MH -35 <br />IE (E) = ,912.66...... .RE = .941.28... 910 <br />IE (W) =;912.66 IE (W) = 913.22 <br />IE (S) =:912.56 IE (E) = 913.32 <br />D=29.5 D=28.1 <br />905 <br />11 12 13 <br />+ _..._..._ Pn mea for. <br />°fw OP5 Adelaide LLC <br />37nwa sre <br />1660 Highway 100 South, Suite 400 <br />R—d on.des yid.le SL Louis Park, W 55416 <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Tall Free 1-800-252-1166 <br />GENERAL NOTES: <br />XXX.X DENOTES SANITARY SEWER SERVICE <br />INVERT 0 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 />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 SEPARATION BETWEEN <br />WATERMAIN AND SANITARY SEWER. <br />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 />© 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: NI <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 />I <br />0' 50' 100' 150' <br />0008453UTF07.dw< <br />Adelaide Dare 071141' sft 9 OF 23 <br />Sanitary Sewer <br />Landing and watermain <br />Construction <br />Hugo, MN Plan <br />