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®2017 Westwood Professional Services, Inc. <br />LIMITS OF PHASE 1 <br />\� \•\ STREET & UTILITY <br />CONSTRUCTION (TYP) <br />Q / <br />vv <br />F1, <br />� <br />212" DIP PLU <br />•� '� B" DIP PLUG r t _ / \ <br />.8 REDUCER REDUCERp j \ BEND <br />C 12"-11 1/4 <br />V \ <br />w/AUX VALVF,' BEND <br />-6" DIP f <br />r 12"-22 1/2' BEND 12 11 1f,4� 12"x8" TEE <br />72"x6" TEE BEN'S a' <br />BEND 6RMD EL=936.80 <br />v ' � � _�BENO �i MH 1' <br />60 <br />MH -25 ..... I ... <br />r <br />/// ?p �9 SERVI <br />l '' Qp. '� p 3S• Qp 1 1" COPPI <br />96, <br />9w/CURB: <br />\ 10 <br />4�SF 4B I <br />7 \ \ 4, <br />MH�-23 <br />�I } <br />1 <br />2 \ <br />/ <br />FONDANT TRAIL NORTH <br />290'- 12" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER 250'- 12" DIP CL 52 W.M. w/POLYWRAP�- 7.51 MIN. COVER <br />60'- �8" DIP CL 52 <br />W.M. w/POLYWRAP .PROPOSED C/L GRADE (TYP.) 50'- 12" DIP CL 52 20'- 12". DIP CL 52' <br />PROPOSED C/L SUBGRADE (TYP.) - W.M. w/POLYWRAP W.M. w/FOLYWRAP <br />....... ....... .................. .. EXTRA DEPTH. ..... .. .. ..... .. EXTRA DEPTH....... <br />_... . <br />18" MIN. .. ...__.. 18" MIN <br />24" RCP SEPARATION ��SEP4RA�( <br />PER CITY DETAIL <br />.. .. .. .. ... ..0. HU -W-5 ... ... <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 ® 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 />O 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 />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" 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 />9.45 SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />to tood 1 ic"br m Llr 6u 1h4 PI w PRPe�6 6r mO a wdc mr i.Ad9oc 7� Prepared far. <br />. .� x®a ra4v <br />ph.. (952(93]-5156 7699Ann--nae - -- OP5 Adelaide LLC <br />Fat (952(93r-5622 edm Praire, MN 55306 U_ <br />ra- (999)937-s150 v1--dp- John 1lmder ..-- ----. - - - 1660 Highway 100 South, Suite 400 <br />M2 r1 wProleW_1Sewi Ix D6(e 07/14/17 Lj_NP. 43358 p°.®a.� St. Loma Park, MN 55416 <br />I__ <br />0' 50' 100' 150' <br />0008463UTF05.dw9 <br />Adelaide Date 0714"' sheet 7 OF 23 <br />Sanitary Sewer <br />Landing and Watermain <br />Construction <br />Hup, MN Plan <br />38' - 8" PVC <br />SDR 35 ® 0.60% <br />45' - 8" PVCiy <br />w <br />SDR 35 ® 0.40 16 <br />N <br />MH -31 <br />.............. S. <br />....... .. <br />.... <br />o <br />ER <br />:. <br />`� <br />... <br />..:. .. <br />. S7, ._ .8"._PVC. <br />. RE. P. 938:97.....:. <br />IE (SW) = 926.92 <br />... . <br />92.5 <br />.......` -- ....--. <br />...... <br />"* <br />,.� <br />iO <br />N <br />.. <br />SDR 35 ® 0.4016 <br />D=12.1 <br />STUB 3 <br />IE (SE) = 923.16 <br />131' - 8 PVC <br />MH -26 SDR.35 ®0.40$ <br />105 - 8" PVC <br />S9 - 8 PVC <br />- - <br />\,20' -8"DIP <br />CL 52 ® 0.60% <br />- - <br />-- <br />RE =:.940-70.... <br />-25 SDR ®0.40% SCR. 35.1 <br />107'. - PVC, <br />MH <br />920 <br />- <br />IE (N W) = 922.98 ' <br />- <br />RE .. .0.40%. .... .. . , .8". ...DR <br />'RE '= 938.22 MH -23 SCR 35 ® 0.40$ <br />IE (NW) = 6 MH -24 -22 <br />RE <br />-21 .:... . <br />= 938.56 <br />IE (NE) = 922.98 <br />IE SW - 922.98- <br />RE = 936.32 <br />2.26 RE = 936.35 RE = 937921 - <br />IE (E) = 922.26 IE {W) = 921.84 IE (W) = 921.50 <br />IE NE 926.57 <br />( ) <br />+ <br />D-76.0 IE <br />E-'921.74 IE (E) =921.40 IE (W),= 921.13.:. <br />IE (SW) = 920.60 <br />' <br />IE (SE) =,922.88 <br />IE: () - 921.03: <br />D=14.9 <br />IE (SE) = 920:50 <br />D=17:8 <br />D=74.6 D_=16.3 <br />- <br />D=18.1 <br />j 915 <br />62 <br />61 <br />60 59 58 57 <br />56 55 <br />54� <br />to tood 1 ic"br m Llr 6u 1h4 PI w PRPe�6 6r mO a wdc mr i.Ad9oc 7� Prepared far. <br />. .� x®a ra4v <br />ph.. (952(93]-5156 7699Ann--nae - -- OP5 Adelaide LLC <br />Fat (952(93r-5622 edm Praire, MN 55306 U_ <br />ra- (999)937-s150 v1--dp- John 1lmder ..-- ----. - - - 1660 Highway 100 South, Suite 400 <br />M2 r1 wProleW_1Sewi Ix D6(e 07/14/17 Lj_NP. 43358 p°.®a.� St. Loma Park, MN 55416 <br />I__ <br />0' 50' 100' 150' <br />0008463UTF05.dw9 <br />Adelaide Date 0714"' sheet 7 OF 23 <br />Sanitary Sewer <br />Landing and Watermain <br />Construction <br />Hup, MN Plan <br />