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F <br />02016 Westwood Professional Services, Inc. <br />r------------ <br />1 � i <br />� I <br />1 <br />� I <br />� I <br />i <br />1- <br />i <br />i <br />I <br />� I <br />i <br />� I <br />i <br />I <br />1 I <br />1 <br />( I <br />i 4' P1T SA^N'IT1 <br />1 SERVIgE () <br />i <br />i 1' HDPE SERVICE I <br />w/CURB STOP (EYP) <br />-— - - -- UH -2 <br />8'-11f <br />BEND_- <br />HYD w/ <br />20'-6' 1 <br />8'x6' RI <br />GRND. E <br />930 <br />925 <br />141ST STREET <br />412'- 8' DIP CL 52 W.M. w OLYWRAP 7.5 MIN. COVER <br />PROPOSED CA GRADE (TYP.) <br />PROPOSED" CA. Sl19GRADE (EYp.) . <br />.. ...............r <br />"MH = (26). .SaR. 827X- <br />. RE 922.78. O <br />IE (E) = 911.77 - - <br />D=11 01 <br />--- MH-- (25): --- ................ <br />RE=919.67 . <br />- IE .(VO = 907.76 <br />. - IE .(SE) ="907.66. <br />0=12.01 <br />Han - Lt[) : . <br />--RE ._..916.69 ..... <br />:IE (SW) - 906.55 - <br />IE (NE) = 906.45 <br />' IE (NW) - 906.55 <br />o=io:44 <br />i <br />• <br />a 5 4 3 2 1 0 <br />�r4W�AmH ■ <br />DR Horton Inc. - Minnesota <br />Pt— PIM:37S1W 18"—Ori, <br />im��idge Q�Ha.a <br />Sde1Fa(952)37-50Ham Prairie. 0105344 100 <br />visit <br />Tama 00)0370100 ph ix MIM <br />wrsemnrr rm+s.+ao,rc09[.—"MM �1ar 1Q/16 ,a—H �OrHsi,i�. err ]�jpevjpy 1Mimmoh 550!4 <br />t <br />Call 48 Hours before diggin4 <br />811 or COMI-Com <br />Common Ground Alliance <br />GENERAL NOTES: <br />XXX.X DENOTES SANITARY SEWER SERVICE <br />INVERT A 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 13E <br />INSTALLED UNDER PROPOSED STORM SEWER <br />h SHALL MAINTAIN A MINIMUM VERTICAL <br />SEPARATION FROM STORM PIPE OF 2.0 FT. <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 />i' 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 BE <br />POLY WRAPPED <br />STUB WATERMAIN PLUGS SHALL BE EQUIPPED <br />WITH AN AIR BLEED SYSTEM <br />THE VERTICAL DATUM OF THIS PLAN IS BASE) <br />ON THE NGVD 1929 ADJUSTED DATUM IN US <br />SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />Clearwater Cove <br />4th Addition <br />Hum MIN <br />0' 50' 100' 150' <br />Latest Revision Data 04/06/17 <br />00N092.04UTF02drg <br />11/09/16 sbeat 4 OF 8 <br />Sanitary & watier Main <br />Consbuction Plan <br />i <br />rr i <br />/ I <br />/ 1 <br />930 <br />925 <br />141ST STREET <br />412'- 8' DIP CL 52 W.M. w OLYWRAP 7.5 MIN. COVER <br />PROPOSED CA GRADE (TYP.) <br />PROPOSED" CA. Sl19GRADE (EYp.) . <br />.. ...............r <br />"MH = (26). .SaR. 827X- <br />. RE 922.78. O <br />IE (E) = 911.77 - - <br />D=11 01 <br />--- MH-- (25): --- ................ <br />RE=919.67 . <br />- IE .(VO = 907.76 <br />. - IE .(SE) ="907.66. <br />0=12.01 <br />Han - Lt[) : . <br />--RE ._..916.69 ..... <br />:IE (SW) - 906.55 - <br />IE (NE) = 906.45 <br />' IE (NW) - 906.55 <br />o=io:44 <br />i <br />• <br />a 5 4 3 2 1 0 <br />�r4W�AmH ■ <br />DR Horton Inc. - Minnesota <br />Pt— PIM:37S1W 18"—Ori, <br />im��idge Q�Ha.a <br />Sde1Fa(952)37-50Ham Prairie. 0105344 100 <br />visit <br />Tama 00)0370100 ph ix MIM <br />wrsemnrr rm+s.+ao,rc09[.—"MM �1ar 1Q/16 ,a—H �OrHsi,i�. err ]�jpevjpy 1Mimmoh 550!4 <br />t <br />Call 48 Hours before diggin4 <br />811 or COMI-Com <br />Common Ground Alliance <br />GENERAL NOTES: <br />XXX.X DENOTES SANITARY SEWER SERVICE <br />INVERT A 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 13E <br />INSTALLED UNDER PROPOSED STORM SEWER <br />h SHALL MAINTAIN A MINIMUM VERTICAL <br />SEPARATION FROM STORM PIPE OF 2.0 FT. <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 />i' 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 BE <br />POLY WRAPPED <br />STUB WATERMAIN PLUGS SHALL BE EQUIPPED <br />WITH AN AIR BLEED SYSTEM <br />THE VERTICAL DATUM OF THIS PLAN IS BASE) <br />ON THE NGVD 1929 ADJUSTED DATUM IN US <br />SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />Clearwater Cove <br />4th Addition <br />Hum MIN <br />0' 50' 100' 150' <br />Latest Revision Data 04/06/17 <br />00N092.04UTF02drg <br />11/09/16 sbeat 4 OF 8 <br />Sanitary & watier Main <br />Consbuction Plan <br />