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02017 Westwood Professional Services, Inc. <br />FLAY ROAD NORTH <br />147- 8" DIP CL 52 W.M. 240'- 8" DIP CL 52 W.M. <br />w/POLYWRAP - 7.5' MIN. COVER I w POLYWRAP - 7.5' MIN. COVER <br />26'- :8" DIP CL 52 PROPOSED CA GRADE (TYP.) <br />W.M, .w/PQLYWRAP .. PROPOSED CA SUBGRADE (TYP:) <br />EXTRA DEPTH <br />18" MIN: <br />SEPARATION <br />PER CITY DETAIL <br />HU -W-5 <br />8' <br />I <br />CONTRACTOR TO- REMOVE -&-REPLACE <br />(IN-KIND) ISTING.BOAQ_FQR_W <br />MAIN INS SLL TION. ALL EXISTING <br />BITUMINO S & CONCRETE TO BE SAW C <br />CONTRAC OR RESPONSIBLE FOR TRAFFIC <br />CONTROL, TRAFFIC DETOURS & RESIDEN <br />NOTIFICA S.—ROADF CLGSUIRE- SHALL -E Et <br />LIMITED T NON -PEAK TRAFFIC TIMES <br />BE COMP TED IN ONE DAY. NOTIFY CI11 I <br />INSPECTO PRIOR TO CLOSURE. <br />REMOVE 45' OF EXISTING 0 <br />WATERMAIN, REMOVE <br />s EXISTING BENDS AND PLUG. _ <br />G. V........ .. . <br />FUTURE ROUNDABOUT <br />(BY OTHERS) <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 />EiD <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 />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 />0 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 />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 WAT'ERMAIN 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 />0' 50' 100' 150, <br />D.L. 07/14/17 stet 6 OF 23 <br />Sanitary Sewer <br />and Watermain <br />Construction <br />Plan <br />915 <br />915 <br />T <br />14 13 <br />12 11 10 9 <br />Adelaide <br />Westwood <br />tltreC ro�Ym W tlW I am • �r 9tmse, PBOP�WONAI. <br />'i-I---'�"�""-� ""�`� �' <br />9NG94®f aa9r: >.� e, Siaee 9mmor.. ANY cwemr„r, <br />� - <br />°...__.. °'' <br />OP5 Adelaide LLC <br />Landing <br />Panna (952193]-5,50 1899Ma9ramDrive <br />Fav (952(93]-5822 Eden Prairie, MN 55344 <br />WFree (999)932-5,50 wmtwoodP� <br />John Bender <br />----- <br />D_ E" <br />1660 Highway 100 South, Suite 400 <br />we,rweod Professi0ru( ServiOe,, 1- <br />De. r_xa 43M- - <br />II.®d �.r.a edges <br />- - -- St Louis Perk, L,nd 55416 <br />Hugo, arIIv <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />0' 50' 100' 150, <br />D.L. 07/14/17 stet 6 OF 23 <br />Sanitary Sewer <br />and Watermain <br />Construction <br />Plan <br />