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02017 Westwood Professional Services, Inc. <br />8" SAN PLUG, 7 <br />.8" DIP PLUG .. <br />.\ 8" G.V. <br />s '\ \ \ \ , !/ • <br />' \ <br />\ , - � - ' � - 12"x8" REDUCER <br />12"x <br />.12 CROSS <br />LIMITS\OF PHASE 1 <br />A/ <br />STREETlBi 1111UTY HYD w/AUX VALVE J ' <br />...... _........ - CONSTRUC N. (TYP) -__ - �' \ ' -i� 30'-6" <br />. 110 <br />� D1P , !� \ ice. _A <br />1 - ' \\ f \\ <br />GR <br />EL=94$kl� !/!! <br />12"-&V. <br />3 4 <br />, <br />929,7O <br />- ........._ .. 932.4 <br />I WYE- 2+20 , . 8 <br />WYE 1+84 :WYE= 2+67 WYE 3+29 ` f - 5 <br />- �'-i ] ,� YD w/AUX VALVE \ <br />.. _ .............. v �"` 12 G.V. v I - - Q ?2"x6" TEE <br />�-' ; V 7 c <br />. ...... .......... .... - LVE <br />H <br />2 <br />HYDw AUX VA <br />8 + 931.4 932.1 11'-6" DIP GRND EL=940 67. <br />HYD w/AUX VALVE 12"x6" 12-22 <br />TEE 1/20 13€N <br />f <br />.9 <br />GRIND EL=939.29 <br />I <br />. <br />2-.6" TEE 1 12"-11 1 /4° - • �� \ \� <br />J v <br />GRIND EL=939.89 2 G.V.GV_ . - _ .._ ... . BEND T\1 /4 ]0 <br />72"x8 TEE v 1 _ \ <br />BEND ! <br />7` <br />y <br />i <br />f ' <br />r <br />BEND <br />. I. :::'. .I::' .--- l _1�:'_ _ - ' MH -28 <br />- 4b <br />'I I s <br />4PVC SAN+TARY <br />" \ \ <br />I © © w/C RB ESTOP (TYP.) R SERVICE SERVICE (TYP.) 5 9y19 \ J <br />] 2 3 © 4 93 a as'ox6ry \ \ <br />O O O ED <br />t ,, \ <br />931.9 932 2 932.5 <br />t WYE= 1+03 WYE 1+68 - I WYE= 2+35 <br />WYE= 0+66 OUMOT H <br />i <br />'T, °D <br />130TH WAY NORTH <br />- ---- <br />270'- 1 <br />DIP CL 52 W.M. <br />130'- 12" DIP CL 52 26'2 12" DIP CL 52 155'- 12":DIP CL 52w POLYWRAP <br />W.M. w/POLYWRAP W.M. w/POLYWRAP W.M. w/POLYWRAP 300'- :12" DIP CL 52 7,5' MIN. COVER;//' <br />EXTRA DEP W.M. w/POLYWRAP- <br />..... . EXTRA :DEP,TH... ... <br />18' MIN. <br />SEPARAEDN <br />`PER -CITY DETAIL. <br />HU: -W-5 <br />... ...... ....... ...... ...... ... .. <br />PROPOSED CA GRADE (TYP.) <br />r PROPOSED CA SUBGRADE (TYP.) <br />TOP <br />STA <br />.79 <br />-:8" PVC SDR 35 0 0.4Uh ( - <br />Fi-7TOP OF 16" GAS UNE;.'-� <br />- RE - 940.03 EL=930.15: <br />MH -6A IE (W) - 931.07 <br />D=9.0 <br />RE 937.95 SDR 35 ® 0.60% 99' _ <br />pvc <br />IE (W) = 93010 RE = 939.70 SDR as.®"7. 5% <br />ME -28 <br />D=7.9 IE (E) = 927.70 RE = 939.23 <br />.D=12.0 IE: (W) = 927.24 <br />IE: (NE) _ 927.14 <br />D-_12.1 <br />33 34 35 36 37 38 39 40 <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 />INVERT 0 10' OUTSIDE R.D.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: NI <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 UNE <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 />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 />5 11'-6" DIP WYE= 0+91 .WYE= 1+56 <br />392 - 8". PVC SOR 35 ® 0.40% <br />z <br />LY-PER <br />MIN. <br />SEPARARON <br />TOP OF WM <br />PER CITY DETAIL <br />MH76........ <br />.F4U-W-5. ... ... ' <br />- <br />RE = 937.07 <br />IE (N) = 928.53 <br />- <br />IE (E) = 928.53 <br />IE (W) = 928.53 <br />TOP OF 16" GAS UNE- <br />0=8.5 <br />V ' <br />PROPOSED CA GRADE (TYP.) <br />r PROPOSED CA SUBGRADE (TYP.) <br />TOP <br />STA <br />.79 <br />-:8" PVC SDR 35 0 0.4Uh ( - <br />Fi-7TOP OF 16" GAS UNE;.'-� <br />- RE - 940.03 EL=930.15: <br />MH -6A IE (W) - 931.07 <br />D=9.0 <br />RE 937.95 SDR 35 ® 0.60% 99' _ <br />pvc <br />IE (W) = 93010 RE = 939.70 SDR as.®"7. 5% <br />ME -28 <br />D=7.9 IE (E) = 927.70 RE = 939.23 <br />.D=12.0 IE: (W) = 927.24 <br />IE: (NE) _ 927.14 <br />D-_12.1 <br />33 34 35 36 37 38 39 40 <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 />INVERT 0 10' OUTSIDE R.D.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: NI <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 UNE <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 />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 />5 11'-6" DIP WYE= 0+91 .WYE= 1+56 <br />MH -27 <br />RE = 939.15. <br />IE (SW) = 925.30- <br />1E (NE) -925.20 <br />D=13.9 <br />41 42 43 <br />Westwood I �y O , °1 Uw F� ^� � by e . n wen ep � <br />a� .ad n r t f . _ ana.ee PAOP8590NAL Vel"w' Dd.Oek w <br />ffii@I®t wdn BH Inn of !h, $tlb i 9/22/11 dt C"mmnta <br />Phone (852(9394150 9899Ana9®mDN"e - OPS Adelaide LLC <br />Fa. (952) 9315822 fid -P-.,-- _- Vlnwn: IQB <br />1NFea (888)9315158-stwooePi-n jobn Beads 1660 1-Hghway 100 South, Suite 400 <br />weswooa Ptotesbnel semws Inc u.e 07/14/17 --- Ll- Nu 43358 1 sma nne--ba-MM-M. St Louie Park, NIN %416 <br />MH -26 <br />RE = 940.70 <br />IE (NW). 922.98, 9.20 <br />IE (NE) = 922.98 <br />IE (SW) = 922.98 <br />IE (SE) 922.88 <br />D=17.8 <br />915 <br />44 45 <br />Adelaide <br />Landing <br />1/m <br />I <br />0' 50' 100' 150' <br />0008463UTF02.awg <br />nate 07/14/17 6heee 4 OF 23 <br />Sanitary Sewer <br />and Watermain <br />Construction <br />Plan <br />42'- 8":'DIP CL 52 <br />RAISED WATERMAIN <br />POLYWRAP <br />DIP <br />TOP OF WM <br />M. <br />rM-MIN_.MWR <br />STA=42+55 - <br />AP <br />EL=933.50 - - - <br />4"- INSULATION -(CITY DETAIL HU -SS -5) <br />- <br />TOP WM <br />TOP OF 16" GAS UNE- <br />STA=4 <br />V ' <br />33.13 <br />EL=43.13;- - <br />OF 16" GAS UNE <br />_TOP <br />EL=929.04- <br />- 45' - 8":PVC <br />. .. <br />SDR 35 0 4:38% <br />240' - 8".PVC SDR 35STUB-4 <br />® 0.92% <br />IE (SW) - 92495 <br />MH -27 <br />RE = 939.15. <br />IE (SW) = 925.30- <br />1E (NE) -925.20 <br />D=13.9 <br />41 42 43 <br />Westwood I �y O , °1 Uw F� ^� � by e . n wen ep � <br />a� .ad n r t f . _ ana.ee PAOP8590NAL Vel"w' Dd.Oek w <br />ffii@I®t wdn BH Inn of !h, $tlb i 9/22/11 dt C"mmnta <br />Phone (852(9394150 9899Ana9®mDN"e - OPS Adelaide LLC <br />Fa. (952) 9315822 fid -P-.,-- _- Vlnwn: IQB <br />1NFea (888)9315158-stwooePi-n jobn Beads 1660 1-Hghway 100 South, Suite 400 <br />weswooa Ptotesbnel semws Inc u.e 07/14/17 --- Ll- Nu 43358 1 sma nne--ba-MM-M. St Louie Park, NIN %416 <br />MH -26 <br />RE = 940.70 <br />IE (NW). 922.98, 9.20 <br />IE (NE) = 922.98 <br />IE (SW) = 922.98 <br />IE (SE) 922.88 <br />D=17.8 <br />915 <br />44 45 <br />Adelaide <br />Landing <br />1/m <br />I <br />0' 50' 100' 150' <br />0008463UTF02.awg <br />nate 07/14/17 6heee 4 OF 23 <br />Sanitary Sewer <br />and Watermain <br />Construction <br />Plan <br />