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2017 Wes <br />lwavd fra Fessivaal Szrruea;'•inc- 2 <br />� 8 <br />zF/ <br />�~ pP <br />14 <br />\ •\ , /.S1 N fR WYE= 2+68 WYE= 2+16 WYE= 1+31 WYE= 0+47 I rn w o <br />=HYD w/AUX VALVE 10.0' RISER 10.5' RISER 11.5' RISER 12.5' RISER � 3 '^ <br />7 -6" DIP ;£ 4 - 5 6 7 <br />8"x6" TEE i I ..... .... <br />GRND EL=941.65 - <br />'Pis,xd's 8"-22 1/2° " I MH -15 HYD w/AUX VALVE....._-... .... <br />EP KENO HYD w/AUX VAL+`_"-45o MH -16 . 8 13'-6" DIP <br />it \, 8"-122 1/2° 9'-6" DIP BEND - 8"x6" TEE <br />/ 2-.8"-11 1/4° 8"x6" TEE ,a _ GRND EL=942.92 <br />GRND EL 941 39 MH 17 „/, o <br />MH -20 T . _fAH-P18 BE i, ..., 8"-22 1/2 & 7 <br />_ - c 11 1/4° BEND <br />0'A <br />OUTLOT l ` 'SFS' 4 <br />937,5 <br />T 9� �O l +r <br />SR <br />.. _....... _. _. _. ----- . <br />8"-22 1/2° & <br />- y f 11 /4° BEND 1 <br />MH 19 :4" PVC SANITARY 8"-45° & - i0 <br />X COPPER SERVICE: :SERVICE (TYP.) 11 1/4° <br />/CURB STOP (TYP. -- BEND <br />5 67 8 9 y°�sF9 <br />9318 <br />931. <br />- 7 931.5 <br />9.5' R SER7 I WYE= 2+64 WYE= 1+90 WYE= 1+05 WYE= 0+17 <br />f 10.0' RISER 11.0' RISER 12.0' RISER 13.0' RISER <br />130M -LAME- ORT -H - <br />1111'- 8" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER <br />..-. ..... .-..... .. ..... <br />PROPOSED CA GRADE (TYP.) <br />.� PROPOSED CA SUBGRADE:(TYP.) <br />1E <br />MH -14 <br />RE =:941.30 <br />IE (S) = 914.13 <br />IE (W) = 914.13- <br />1E (E) = 914.03 <br />D=27.3 <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 />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-6 <br />945 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 />905 <br />Adelaide <br />Landing <br />NIN <br />Daze 07114M shy 8 OF 23 1 <br />Sanitary Sewer <br />and Watermain <br />Construction <br />Plan <br />N w <br />920 <br />6 O _ <br />KK K <br />a O n <br />CK-� <br />'a' .N <br />O.C. <br />N N y <br />O C K <br />in :O <br />w <br />F <br />N N N <br />KOf <br />DROP MH -11 <br />249' - 8" PVC SDR 26 ® 0.40% <br />.OJ. <br />_ <br />� <br />.. <br />N a <br />in ^o ma <br />RE = 938.58 <br />IE (NE) = 926.57 <br />100' -:8" PVC 100'.-8 PVC <br />SDR 26 ®0.40% <br />"i a :N <br />IE (SW) = 920.60 <br />MH -20 <br />SDR 26 00.40% <br />MH -18 <br />275 - 8PVC SDR 26 57-040% <br />^ <br />915 <br />IE (SE) = 920.50 <br />D=18.1- <br />RE = 941.51 <br />IE (NW) = 919.50 <br />MH -19 <br />RE = 940.91 <br />RE = 940.61 . <br />- IE (W) = 918.50 <br />49 ' - e"-PVC49' - 8" PVC <br />SDR 26 ® 0.40%SZ$8' - PVC <br />®0.40% <br />-. 919.40 <br />IE -( SE) SE - - <br />IE (NW) ) ._ . 919.00 ..... <br />fE (E) �_ -918:40 <br />... .. ..... <br />.DR .26 -8" g <br />D=22.1 <br />IE (E) = 918.90 : <br />- D=22.2 <br />- <br />D=22.0 <br />MH -17 <br />- <br />RE = 942.26 <br />MH -16 <br />IE (W) = 917.30 <br />RE = 942.56 MH -15 <br />910 <br />IE (NE) = 917:20 <br />IE (SW) = 917.00 RE = 942.85 <br />IE. (SW) = 916.70 <br />D=25:1 - <br />IE (NE) = 916.90 <br />: IE (N) = 916.60 <br />0=25.7 <br />- D=26.3 <br />905 <br />0 <br />1 <br />2 3 <br />4 5 <br />6 <br />7 <br />8 <br />9 10 <br />r my mnh w e. pm « P.�m y er Q u� <br />er8a�. <br />prepared for <br />`1 f7�y� <br />dmeCW® ad gut 1 ®� doh' ]I®rd PA.OP9590NAL <br />oom ... a a •.. a <br />9r22n7 °17 9wnmmb <br />?SiH <br />OP5 Adelaide LLC <br />P9ona (952193]-5159 <br />I- 9 37-5 922 Eden P -e, - 55306�3xw6 <br />Sm <br />(9521 <br />Ta(8881937.5150 westwoadpscvn <br />John Bmdm - - <br />1660 Highway 100 South, Suite 900 <br />Wfthd Profeffia9615n~m <br />90 <br />Du 07/14M umr Na 43356 <br />Yem9d_u!wtia_; l`d.ee <br />9L Louie Perk, PAIN 55416 <br />1E <br />MH -14 <br />RE =:941.30 <br />IE (S) = 914.13 <br />IE (W) = 914.13- <br />1E (E) = 914.03 <br />D=27.3 <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 />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-6 <br />945 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 />905 <br />Adelaide <br />Landing <br />NIN <br />Daze 07114M shy 8 OF 23 1 <br />Sanitary Sewer <br />and Watermain <br />Construction <br />Plan <br />