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®2017 Westwood Professional Services, Inc. N 93N 8"-450 BEND,-:,,,•w,��' T ti h y HYD w/AUX VALVE 19'-6" DIP f 8"x6" TEE GRIND EL= "7 MH MH -10 8"-450 BEND SDR 35 ® 0.40%'\ MH -8 w/CURB STOP (TYP.) \ 4" PVC SANITARY SERVICE (TYP.) OUTLOT F MH -5 ti 9J__....................... ..__...._.......__......,__.... .. p s ,' '•--- --y _ } . -F3' G.Y. ' S � (p 9384 930.2 930.0 \ J3 0 \ ��?y WYE -1+61i :WYE -1+O6 ` U) M 04 j --- LIMITS OF PHASE IISTREET & UTILITY CONSTRUCTION (TYP) 928'8 - M WYE= 0+51 130TH WAY NORTH 550'- 8" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER EXTRA DEPTH PROPOSED C/L GRADE (TYP.) 940 PROPOSED 'C/L SUBGR'AD'E (TYP.) 1 2 3 4 5 6 D=8.2 I 915 Westwood 7 hne67 mtlr7 WY i4 PIm we Reid 6, ®s �7 eo-.e me � c ®. Me.,doo< P: fac �vcaz�� m„me w �... o� u. seem aa®w.� 9/zz/+� cnr comme� ��' _irQ_ Phone (959 (9379150 7699MagramDr11e °- OP5 Adelaide LLC Fan (9521937-5692 rd -Prairie. MN 55344 _. r_._---_....._V- TdlFm (699)937-5150 weriwaedp3 Jolm Header 1660 i iighway 100 South, Suite 400 Wmwood Pro/erh-15eMM Im Dtl 07/14/17 id®r xs 433.56 .. ._ vema n=.t�ygia.� St. Lame Park, MN 55416 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. 0 WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. SANITARY ANRY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W UNE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-5 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. Adelaide Landing I NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150' -009463UTF03.ewgl DA. 07/14/17 sneee 5 OF 23 Sanitary Sewer and Watermain Construction Plan 61' - 8" PVC : SDR 35 ® 0.40%'\ 935 61' - 8" PVC 219'. - 8".PYC.SDR.35 ®0.40% SDR 35 ® 1.18% ��....219' 934 ='8" PVC SDR'3560.40% - MH -1.0 RE =: 938.34 MH -9. RE = 939.10 MH -8 . MH76 IE (NW) 929.40 IE (SE) _: 929.64 'IE' '=: '929.64' RE = 937.65: 'IE -(NE) 928:92 925 RE _ 937.07 IE (S), 929.40 (SW) - IE (S).= 928.92 IE (N) = 928.53 IE (E) = 928.53 D=8.9 D=8.5 D=8.7 MH -5 RE =- 936.28 t IE (W) = 928.53 IE (N) = 928.05 D=8.5 IE (E) = 928.05 IE.(W).=.928.05,; 920 1 2 3 4 5 6 D=8.2 I 915 Westwood 7 hne67 mtlr7 WY i4 PIm we Reid 6, ®s �7 eo-.e me � c ®. Me.,doo< P: fac �vcaz�� m„me w �... o� u. seem aa®w.� 9/zz/+� cnr comme� ��' _irQ_ Phone (959 (9379150 7699MagramDr11e °- OP5 Adelaide LLC Fan (9521937-5692 rd -Prairie. MN 55344 _. r_._---_....._V- TdlFm (699)937-5150 weriwaedp3 Jolm Header 1660 i iighway 100 South, Suite 400 Wmwood Pro/erh-15eMM Im Dtl 07/14/17 id®r xs 433.56 .. ._ vema n=.t�ygia.� St. Lame Park, MN 55416 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. 0 WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. SANITARY ANRY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W UNE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-5 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. Adelaide Landing I NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150' -009463UTF03.ewgl DA. 07/14/17 sneee 5 OF 23 Sanitary Sewer and Watermain Construction Plan