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© 2020 Westwood Professional Services, Inc. ' 0 \ <br />' I <br />%P <br />/ a <br />J <br />9 <br />8" SAN PLUG <br />IE = 913.19 <br />/ 8"x8" TEE - <br />REMOVE PLUG & <br />SE CONNECT TO 8" SAN- <br />_ E SHEET 3 IE = 912.99 <br />�MH 1 <br />i <br />GV <br />REMOVE PLUG &' / CONNECT TO 8" SAN <br />IE = 912.99 <br />/ REMOVE PLUG & CONNECT TO EX. WM I� <br />-J <br />jas --J 11 <br />> \ �� <br />EUROPA AVE NORTH <br />180' - 87 DIP CL 52 WM <br />w/POLYWRAP' 7.5' MIN. COVER <br />Ki <br />6' \ <br />I II <br />- <br />I -7 \ <br />I I <br />I I I I <br />I <br />I II II I <br />8" DIP PLUG I 918.5 j► I I <br />1" COPPER SERVICE <br />II WYE=0+88 II I <br />w/CURB STOP (TYP.) 929.6 <br />I / I <br />I I WYE=0+71 8"-22.50 BEND <br />Ili50 BEND I / <br />4" PVC SANITARY I I I If- <br />S / <br />I SERVICE (TYP.) I I L_ - �l - fi I - - / / / \ <br />CONNECT TO EX. SAN WYE (TYP.) <br />1 L 8"-11.25° BEND <br />8" GV <br />�1 4i <br />a= <br />I ME <br />12 <br />- I 919.4 <br />I I I WYE=0+77 <br />8"x8" TEE I I 919 4 I I I WYE=0+62 / ° I I _ <br />° 919.E I II WYE-1+24 II I I929.0 // CONNECT TO J <br />O I = I 930.0 I <br />WYE=0+57 II II II I II I // INSTALLED UNDER <br />I I I 929.9 I I HYD w/AUX VALVE / 3RD ADDITION <br />I I 929.4 I I I II 8"x6" TEE J/ EX. 4" PVC <br />I I I I I GRND EL=928.8 - - / SANITARY <br />I I II II I SERVICE (TYP.) <br />WYE=O 7 <br />I4or/ <br />924.9 <br />"lo/ x <br />_ \� <br />L l a o <br />8'- 22.5° BEND <br />EX. MH <br />.. \_50' 8" PV <br />STA 6+40 - C <br />. EX. .MH SDR 35 0 0.40% <br />STA 4+89 RE _ 927.52 . <br />RE = 928.61 IE (NE) 912.95 EX. 10' 8" PVC <br />. . . . . . . IE (S) :_ 911.99 . . . . . IE (SW) = 912.95 <br />. . . . . . IE (NW) = 911.99 . . . IE (NW) .= 91.2.95. . . . . . . . . . . <br />.............. D- _- 16:6.2................. IE .(SE) .= .912.85 .......................... <br />D = 14.67 <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />f / WYE=1+54 // // i <br />° \ 26.6 <br />WYE= 89 <br />925.6 <br />EMPRESS AVENUE NORTH <br />660' = 8" DIP CL :52 WM <br />w/POLYWRAP = 7.5' MIN. COVER <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 INVERT @ 10' <br />OUTSIDE R.O.W. <br />WYE=X+XX <br />DENOTES SANITARY SEWER SERVICE WYE LOCATED <br />ON MAINLINE FROM DOWN STREAM M.H. <br />XXX.X <br />DENOTES ELEVATION OF THE TOP OF WATER <br />SERVICE STOP BOX ® 10' OUTSIDE R.O.W. <br />FLAG HYDRANTS. <br />EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM <br />FINISHED GRADE. <br />MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN <br />AND SANITARY SEWER. <br />MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN <br />ALL UTILITY CROSSINGS. SEE CITY DETAIL HU-W-S. <br />O <br />WATER SERVICE TO THIS LOT SHALL BE INSTALLED <br />UNDER PROPOSED STORM SEWER & SHALL <br />MAINTAIN A MINIMUM VERTICAL SEPARATION FROM <br />STORM PIPE OF 2.0 FT., INSULATE CROSSING. SEE <br />CITY DETAIL HU-W-S. <br />© <br />WATER SERVICE TO THIS LOT SHALL BE INSTALLED <br />UNDER PROPOSED SANITARY SEWER & SHALL <br />MAINTAIN A MINIMUM VERTICAL SEPARATION FROM <br />SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL <br />HU-W-S. <br />. . . <br />. . . . . . . . <br />. <br />. . <br />. . . . <br />. . <br />. . . . . <br />. . . .�.� ,�. <br />. . <br />. . . <br />. . . . . . . . . . . . . . . <br />. . . . . <br />. . . . . <br />. <br />. <br />II <br />II <br />II <br />II II <br />II <br />11 <br />. <br />II <br />I I. <br />11 <br />II <br />n <br />II <br />i <br />i <br />II II <br />I I <br />1 I <br />II <br />I'I � <br />1.1 <br />EX. <br />» <br />24 - STO. <br />11II . <br />I I <br />i i I I <br />. . . <br />I I. . . . . . <br />1 <br />18. MIN. SEPARATION <br />I <br />I . <br />1 a I 1 . <br />1 1 . . . . <br />.IE . <br />920.55. <br />. 1 1 1 <br />1 . . . . . . . . . . . <br />. . . <br />1 1 <br />PER CITY DETAIL HU-W-S <br />I <br />I <br />11 i i <br />1 1 iQi <br />11 <br />11 <br />. . . <br />. . . . <br />i i. <br />I <br />. <br />I <br />1.1 . . . . <br />. . . <br />1 . INSTALL INSULATION WHEN. <br />. . . <br />...... <br />........... .. <br />.... ......................... <br />I <br />I <br />I 1 <br />1 7 1 I <br />1 .1 <br />......... <br />STORM SEWER IS WITHfN <br />I <br />... i. <br />1 <br />. <br />I <br />I --------- <br />1 I r-��--------.- <br />-- <br />- ---- -- <br />13' S---==-I <br />-- -- I MAIN V I <br />OF .WATER OR. SER CE <br />I <br />1 1 <br />--�-- <br />i� <br />I I <br />iIV'i <br />U <br />1 1 <br />II <br />I I <br />EX. 10' _ 8" :PVC <br />-----LL-------------- <br />--Fi-- <br />11 <br />11 <br />II <br />--LJ <br />II <br />II--- <br />1 <br />1 <br />...... <br />.... 9D' _ " <br />.8 . PVC <br />SDR 35 C�. 0. 40% <br />1 1 <br />1. <br />1 1 <br />.........................i <br />EX.._137'--- 8. PVC __---� <br />.i ..EX.:94_ = <br />- --- <br />r-- - <br />8'_ PVC . 1 ..... <br />- - l 1 <br />L� <br />i iEX. 74'.. <br />I.r ------ 8 <br />W_ -- <br />i . ........... <br />PVQ1 I X <br />- I-E=..-�:9- =-8 <br />i.............................. <br />PVC i <br />�`_-- <br />. <br />1 <br />II----------- <br />_ <br />_----------u------------ <br />. . <br />__--- <br />. <br />-------------�I-------- <br />- <br />---. <br />_ . <br />I r--=---------- EX. _21 --- - <br />------------ <br />PVC: <br />EX <br />.. ---.-- <br />------------------------ <br />11 <br />MH <br />IE _:912.99. <br />1 <br />EX. MH <br />STA <br />MH <br />1:4+00 <br />EX. MH <br />----- <br />STA 10+37 <br />STA 12+74 <br />RE <br />_ -928.10 <br />STA 14 +.74. <br />EX MH <br />EX <br />MH <br />.... RE <br />- -926.87............. <br />EX <br />MH <br />................ <br />RE. =. 928.:4.1.......... <br />- <br />IE. (NE). <br />- <br />_ 913..9.7.................. <br />RE - 927.02 <br />. STA 15+54 <br />STA 17+68 <br />IE. <br />(SW): = 913.45 <br />STA 11+37 <br />IE (NE) = :913.60 <br />- <br />D = <br />1:4.13 . <br />IE (SW) _ .913,67 <br />RE:.. 925:87 :........................ <br />RE. <br />= 923.45 <br />IE <br />(NE): = 913.35 <br />RE <br />_ 927.52 <br />IE (SW) _ : 913.50 <br />I IE (E) _ 913.57 <br />9 <br />IE :(W) = 913.26 <br />: IE <br />(E) := 912.30 <br />IE <br />(NE) <br />= 912,95 <br />D = 14.92: <br />= 13 <br />IE (E) = 913.16 <br />IE <br />( ):_. <br />N 912.30 <br />D.=.13.52 <br />IE <br />SW <br />( ) <br />_ 912.95 <br />D = 12.71 . . . . . . . . <br />. . . IE <br />(W) = 912.30 <br />. . . <br />. . . . . <br />IE <br />(NW) <br />:_ .91.2.95 . . . . <br />. . . . . . . <br />. . . . . . <br />. . . . . <br />. . . . . . . . <br />. . . . . . . . . . . . . <br />. . . . IE <br />(S) _ 912.20 <br />.....................................................................................D.=..11.25....... <br />. . . <br />. . . . . . . . <br />D <br />. <br />= 14.67 <br />. . <br />. . . . . . . . . . . <br />. . . . . . . <br />. . . . . . . <br />. . . . . . <br />. . . . . . . . <br />. . . . . . . . . . . . . . . <br />. . . . . <br />. . . . . . <br />4 5 6 7 8 10 11 12 <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; C'j'y <br />ENGINEER under the laws of the State of Minnesota. <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Checked:- JIHB <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. Date: 03/17/20 License No. 43358 Record Drawing by/dam <br />13 <br />MIA <br />15 <br />16 <br />Prepared for: <br />CPDC-Pratt-Oakwood LLC Partnership <br />3500 Willow Lk Blvd. Suite 100 <br />Vadnais Heights, MN 55110 <br />17 18 <br />Oneka Place <br />4th Addition <br />Minnesota <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 AND RISERS SHALL BE <br />SCHEDULE 40 GLUE TOGETHER PIPE. <br />CORPORATION STOP SHALL BE THREADED INTO THE <br />WATERMAIN (NO SADDLES). <br />WATER SERVICES SHALL BE 1" COPPER PER CITY <br />DETAIL HU-W-2 <br />ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL <br />BE DUCTILE IRON. <br />ALL WATERMAIN AND APPURTENANCES SHALL BE <br />POLY WRAPPED. <br />STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH <br />AN AIR BLEED SYSTEM. SEE CITY DETAIL HU-W-6. <br />USE CORE BLUE BOLTS FOR ALL FITTING <br />CONNECTIONS. <br />THE VERTICAL DATUM OF THIS PLAN IS BASED ON <br />THE NGVD 1929 ADJUSTED DATUM IN US SURVEY <br />FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />0' 50' 100' 150' <br />Latest Revision Date: 03/17/20 <br />0008260.04UTF01.dwg <br />Date: 03/17/20 sheet: 4 of 12 <br />Sanitary Sewer and <br />Water Main <br />Construction Plans <br />