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c 2020 Westwood Professional Services, Inc. <br />930.2 /- HYD w/AUX VALVE <br />9'-6" DIP II <br />MH 12 / WYE=0+61 / / 929.5 / / 12"X6" TEE <br />12" GV 939.6 // WYE=0+68 // GRND ELEV.=939 6\ - - JI . <br />X" / / / / 929.9 / / /` -HYD w/AUX VALVE <br />12"-11 /40 940.1 / // / // / / 5'-6" DIP <br />BEND \ / / WYE=1+33 / / / 12"X6" TEE -1 F_ - - - - -1 <br />� i __ _ /IT/ / 930.1 / r.Rnln PI w =a-�a 7 , I I I I <br />M,Ito] <br />MV <br />Mile] <br />99 20_ <br />27 <br />oLn�L <br />Zi <br />LQ m <br />�oz <br />�o <br />Q_ <br />FONDANT TRAIL NORTH <br />HYD w/AUX VALVE <br />17'-6" DIP <br />,12"X6" TEE <br />'/ / GRND ELEV.=940.6 <br />/ 930.0 \ <br />WYE=0+11 REMOVE & SALVAGE <br />941.2 TEMP. HYD AND REDUCER <br />CONNECT TO EX. 12" WM <br />.............................................. <br />. <br />............................. <br />TOP OF WM <br />. . <br />. . . . . . <br />........ ...... <br />. . . . . . <br />..... <br />................... <br />........... <br />........... ....,.,. <br />. . . . . <br />. . . <br />. . . . . <br />STA=30+18 <br />. . <br />. . . . . . <br />. . . . . <br />. . . . <br />. . . . . . . <br />.. . . . . . . . . . <br />ELEV 929 50 <br />TOP OF WM <br />TOP. OF. WM.. <br />. . ....... <br />_ <br />STA 33+�41 <br />STA=29+13 <br />I <br />I <br />I <br />I <br />TOP OF WM <br />ELEV=9.32.27 <br />:. <br />i i. <br />. . . <br />. . <br />ELEV=929.50 <br />. . . . . . . <br />. . . <br />11. <br />. . . . <br />. . . . . <br />. . <br />. . . . . . <br />. STA=32+71 . . <br />:. <br />. . . <br />. . . <br />. <br />144' - 8" .PVC <br />. . . <br />. . .:. <br />155'. -. 8" <br />PVC:. <br />ELEV=928.36 . . <br />.. <br />. . ... <br />_`rr-------------=-.---------- <br />74' = <br />8" PVC <br />SDR 3 ® 0.40� <br />SDP 35 C� 0.40� <br />247' - <br />8" PVC <br />20' = <br />8. PVC <br />rr ---------------.--------- <br />SDR 35 <br />C�? 0.40% <br />: <br />_ <br />... <br />SDR 35 <br />0.40% <br />32' - <br />8,� P <br />40% <br />_------- <br />- <br />----- <br />------- <br />---- - <br />--- <br />..... <br />SDR � 35 <br />-- <br />� ®� 0:40i� - <br />- <br />_ <br />08' <br />- --- <br />SDF� 35 <br />8 ...0 <br />_ ---- <br />®00� <br />...................... <br />- - -- <br />i i . �-�� -8" . �V�. <br />- - - <br />- <br />----- <br />. . <br />\�� <br />. . . . . . . <br />. . . . . <br />. <br />-- <br />__ @ 0.40%: <br />----- -----.----------- <br />. . . . . . . . <br />. . . . . . <br />. . . . . . . <br />. . . . <br />MH 4 <br />MH <br />2 <br />MH <br />1 <br />=-�-__----- <br />REMOVE PLUG <br />- <br />---------------- <br />MH <br />12. <br />. <br />. . <br />. . . . . . ... <br />. . . . . <br />STA 29+65 <br />_ <br />RE 940.01 <br />. . . . <br />. . MH 3 <br />STA 31+20 <br />.. . . . . . . <br />� <br />STA 33+67 <br />. _ . <br />RE - 939.87. <br />. <br />STA 35+00 <br />. . . . _ <br />RE - 940.65 <br />.&. <br />CONNECT TO <br />NNE 8' <br />SAN <br />STA .27+26 ...... <br />MH 13 <br />STA' 28+00.............MH- <br />14 ........ <br />IE S - <br />(. ).-.:930.�74...............RE <br />_ 940.09..........:.... <br />...IE .(N). <br />�. 929...03............ <br />�E <br />-(N)-:= 928.�40................. <br />IE = 927.87 <br />. EX. MH .................... <br />RE <br />IE <br />= 937.01 <br />(SW) = <br />929.66E <br />RE <br />= 937.94 <br />:STA 29+44 <br />D = 9.2.8: <br />. . . . <br />. . IE (N) . = . 930.12 <br />. . . . . . ... . . <br />. . I.E.(S) <br />= .92.8..93 . . <br />. . IE <br />(SW) = 928.30 <br />STA 36+29 <br />= 940.06 <br />IE <br />(NW) <br />929.66 <br />IE <br />SW 930.06 <br />( ) _ <br />RE = 939.75 <br />:IE (NE) = 930.64 <br />. IE (S) . = . 930.02 . . . <br />. . . . . . ... . . . . . . . . <br />. . D D. <br />=. 10.95 <br />D <br />= 12.35 <br />_ 927.79 <br />IE <br />(SE) = <br />929.56 <br />IE. <br />(NE) = 929.96 <br />�D=9.12 <br />. . <br />. ... . . <br />. ... _. 1. ..7 ... . . . <br />... . . . ... . . . ... . . <br />. ... <br />. . . ... . . <br />. ... . . <br />. ... . . . ... <br />. . . .:. <br />IE (SW) = 927.69 . <br />D=7.45 <br />D.=7.99 <br />. . . . . . ... <br />. . . ... <br />. . . ... . . <br />. ... . . <br />. ... . . . ... . . . <br />... . . . ... . . . ... . . <br />. ... <br />. . . ... . . <br />. ... . . <br />. ... . . . ... <br />. . . ... . <br />D=12,37 :. <br />29 <br />30 <br />31 <br />32 <br />33 <br />Westwood I hereby certify that this plan was prepared me or under AL Revisions <br />direct supervision and that I am a duly licensed PROFESSIONAL mod; Jgg <br />ENGINEER under the laws of the State of Minnesota. <br />Checked. JFIB <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 ✓- <br />Fax (952) 937-5822 Minnetonka, MN 55343 brawn: CTY <br />Toll Free (888) 937-5150 westwoodps.com John Bender <br />Westwood Professional Services, Inc. 01/14/20 License Na 43358Reco� Drawing �/� <br />34 <br />Prepared for: <br />35 <br />36 <br />37 <br />0F5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />�1111191 <br />M <br />Mile] <br />925 <br />920 <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 <br />DENOTES SANITARY SEWER SERVICE <br />INVERT ® 10' OUTSIDE R.O.W. <br />WYE=X+XX <br />DENOTES SANITARY SEWER SERVICE WYE <br />LOCATED ON MAINLINE FROM <br />DOWN STREAM M.H. <br />XXX.XX <br />DENOTES CURB STOP ELEVATION <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 HORIZONTAL SEPARATION <br />BETWEEN WATERMAIN AND SANITARY SEWER. <br />MAINTAIN 1.5 FT VERTICAL SEPARATION <br />BETWEEN ALL UTILITY CROSSINGS. SEE CITY <br />DETAIL HU-W-5. <br />O 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 />INSULATE CROSSING. SEE CITY DETAIL HU-W-5. <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 />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 />SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />USE CORE BLUE BOLTS FOR ALL FITTING <br />CONNECTIONS. <br />Adelaide Landing <br />5th Addition <br />M <br />0' 50' 100' 150' <br />Latest Revision Date: 01/14/20 <br />0008463.05UTF01.dwg <br />Date: 01/09/20 sheet. 3 of 20 <br />Sanitary Sewer and <br />Watermain Construction <br />Plan <br />