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::2016 Westwood Professional Services, Inc. <br />c <br />OUTLET EL -902.0 <br />HWL=905.5 <br />Nik,8"-22 1/20 --BEND '0)� 61 4!' BGC SANITARY. • \ •. <br />-�VICE (TYP)VL <br />U 8"-221/. <br />1, �` • <br />Sk +.+was.. ar. - - • \ 90) >S . 1" COPPER SER <br />O r•/CURB STOP967 <br />~ I <br />'r c� <br />' 1/20 .. <br />REND I <br />Q / p <br />\ !14 T `y <br />® \ 9 B'Lrp. <br />90> HYD. <br />6" IPUX. VALVE: <br />JPO 01, 8"x6" REDUCER - <br />' ' $Ox'y� GRNP E6..917 f1 <br />907.2NO <br />6 lig <br />' „�•� WYE=1+28 � - <br />142ND CIRCLE <br />. W2)93 -M 70NOMe.ree1" <br />co vms 037a saw. r,ra.,weexa <br />7aelhw (eeeYeerdle0 w�Mao�taan <br />MWeemsl�ul.rlenal SrMlaa, Yfe. <br />50,-. r. <br />lip CL 5: <br />W.M. <br />.YWRAP 7.5" MIN. COVER <br />w/P"oLYWRAPw.M. <br />EXTRA <br />DEPTH <br />W. OLYWRAP CONNECT HYO, <br />8" DIP: CL 52 W.M. <br />w/POLYWRAP 7.5 <br />....... ..MIN.- <br />COVER_ _ - .. .. .... . <br />. ... <br />PROPOSED C%LBRADE (TYP.) <br />PROPOSED C/L SUBGRADE (TYP.) <br />TOP WM <br />- <br />STS=1+59 <br />EL. 908.9 <br />- - -- -- - ---- --..._ <br />- <br />-. <br />TOP WM <br />... <br />_. ._. .. .. ....:....... <br />.. <br />....... <br />EL= 909.4 ... <br />............... <br />MH -19_-. ....... <br />TOP WM <br />149' - 8" PVC <br />MH -17 SDR 35 0 0.40% <br />;STA 18 <br />RTA= 974 <br />STA=1+0 SDR 35 0 0.40% <br />STA 2+50 : <br />-RE = 917.79 <br />IE (NW) = 907.05 <br />EL= 902.8 <br />91 <br />RE = 6.92 ; <br />IE (SE) = 906.18 <br />_5 <br />STA <br />STA 1+00 <br />IE (E) 905.46 <br />:IE (W) - 906.06 <br />1+16.98... <br />IE (W) = 905.36 <br />If: (S) = 904.76 <br />IE (N) = 904.66 <br />IE (E) - 904.76 <br />0 1 2 <br />3 <br />4 <br />5 6 7 8 <br />Call 48 Hours before digging: <br />811 or calI811.com <br />Common Ground Alllance <br />(;ENERAL 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. <br />® WATER SERVICE TO THIS LOT SHALL BE <br />INSTALLED UNDER PROPOSED STORM SEWER <br />da SHALL MAINTAIN A MINIMUM VERTICAL <br />' SEPARATION FROM STORM PIPE OF 2.0 FT. <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" HOPE WATER SERVICE SHALL BE MIN SDR 7 <br />ALL WATERMAIN INCLUDING HYDRANT LEADS <br />SHALL BE DUCTILE IRON <br />ALL WATERMAIN AND APPURTENANCES SHALL OE <br />POLY WRAPPED <br />STUB WATERMAIN PLUGS SHALL BE EQUIPPED <br />PATH AN AIR BLEED SYSTEM <br />Ilya ..P= r ur I v . A* *..w lecer'-MONAt �' DrsrY M 11 ' <br />.ema� DR Horton, Inc. - Minnesota <br />��� �sn...a. r.... ew 2OB60 F"b ldlp � Soft NO <br />or, D7/M% ts_ K. OM <br />Cove 3rd <br />Addition <br />HUM w <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 />TAtest Revldm Dates 07/12/16 <br />0004092.0aJTfn2.m.9 <br />ox. x/12/16 aft 4 oil 8 <br />