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m2017 Westwood Professional Services, Inc. <br />LIMITS OF PHASE 1 <br />STREET & UTILITY <br />CONSTRUCTION (TYP) 1 <br />..-....... <br />1 <br />93p7 ~O \ <br />0+81 <br />4 <br />1130, <br />�•,'•,\'•. <br />N <br />HYD w/AUX VALVE <br />_ <br />8'-6" DIP` <br />8"x6" REDUCER <br />GRND EL=941.14 <br />° <br />WYE=0+38 <br />WYE 0+91 <br />17.0' RISER <br />.• <br />1 <br />RISER . <br />17.0' - 8" <br />jD _ \ <br />8"_� 11/ <br />�',-._ END <br />B .. ` r <br />BEND <br />8" G.V. _.. ..... ;... i�_ ._-A-� <br />:1" COPPER SERVICE '-- <br />MH-13 <br />w,/CURB STOP (TYP.)' _~ <br />A. <br />A, <br />931.5 <br />WYE=0+36j // <br />18.0' RISER <br />I 'I <br />131ST COURT NORTH <br />330'- 8" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER <br />26' 8" DIP CL 52 30' 8" DIP CL 52 <br />W.M. w/POLYWRAP W.M. w/POLYWRAP <br />...... ...... ' *EXTRA DEPTH, <br />0 1 23 4 5 6 <br />CONTRACTOR TO REMOVE & REPLACE <br />(IN-KIND) EXISTING ROAD FOR SANITARY <br />SEWER INSTALLATION. ALL EXISTING <br />BITUMINOUS & CONCRETE TO BE SAW <br />CUT. PATCHING AREA SHOWN IS <br />APPROXIMATE. CONTRACTOR TO <br />DETERMINE WIDTH NECESSARY. <br />CONTRACTOR RESPONSIBLE FOR TRAFFIC <br />CONTROL, TRAFFIC DETOURS, RESIDENT <br />NOTIFICATIONS. ROAD CLOSURE SHALL BE <br />LIMITED TO NON -PEAK TRAFFIC TIMES & <br />BE COMPLETED IN ONE DAY. NOTIFY CITY <br />INSPECTOR PRIOR TO CLOSURE. <br />CORE DRILL AND CONNECT <br />8" SANITARY SEWER TO EXISTING MH <br />905 ! <br />MH -11 <br />RE = 941.08 _160' <br />IE (N) = 911.18 <br />IE (S) = 911.08 <br />D=30.0 <br />ii <br />ii <br />ii <br />EK. 'MH -2' ' - ' <br />RE - 929.00 <br />IE (N) - 909.26- <br />EX. IE = 909.16 <br />au.rt ..�.I.® ma eee � ®. ed, 9®re wore�mvv. a.wae•• ., _ . as or <br />W9GINBPII u"en tiv Inn d We SM d �n"4 9/22/17 dLY twnmenia <br />o�".. (952J99T-91W T•99a.a9�no�.e �- --- OP5 Adelaide LLC <br />Taws(952) 93]4922 ee." v..in:, MN %944 �"a - en 1000 High100 South, Suite 400 <br />(9 9 81 9 3 761 30 wntwoodq.mm Jah6 BeodQ �"6"may <br />W09w-d rr•f.W-1 SerA. v IM. uWe 07/14/17 Lj_ Ne 43358 Y•md De•d•• udane SL Louis Perk, 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 />E� <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 />® 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: <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-5 <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' 1: <br />0008463UTF08. <br />Adelaide Hate 07114117 sty 10 OF 23 <br />Sanitary Sewer <br />Landing and Watermain <br />Construction <br />Hugo, Inv Plan <br />