Laserfiche WebLink
c 2020 Westwood Professional Services, Inc. <br />I I L - - - - - <br />920.5 1 1 1 1 I <br />4" PVC SANITARY ` W 1 1 920.3 I I <br />SERVICE (TYP.) \ \\ WYE=1+24 1 I 920.0 1 I I <br />\ \ 931.8 1 1 WYE=0+80 1 I <br />� 920.5 <br />\ J ' 931.4 ' WYE=0+16 <br />L WYE=1+35 \ - `� 1 930.8 I I WYE=0+68 <br />I L <928.9 <br />1" COPPER SERVICE \ / LJ' j <br />w/CURB STOP (TYP.)\ MH 10 I <br />REMOVE PLUG < <br />920.8 ` I _ CONNECT TO 8' <br />I T IE - 916.66_ <br />WY -1+56 A , <br />INSTAILL I SALVAGED ;T <br />HYD w/AUX VALVE 920.5 ,t( / I I I T <br />10'-6" DIP REMOVE & S/ <br />WYE=1+29 920.0 <br />M <br />8 x6 REDUCER / // 8"-22,5° BEND 920.1 I II TAMP. HYDRAIv I <br />GRND EL=931.4 931.9 � <br />WYE=0+64 II I WYE=1+02 1 I 1 11 I I <br />WYE 111 1 1 <br />=1+16 I I I I 929.3 I I\ \ I 1 II II <br />931.E <br />_j / C <br />FAIROAKS AVENUE NORTH <br />160' - � 8" DIP CL 52 WM <br />w/POLYWRAP 7.5' MIN. COVER <br />II <br />. . . . . . . . . . . . . . <br />: : ii II n. <br />I I. <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�.�. . . . . . . . . . . . . . . .I .I . . . . . <br />. . . . . . . . . . . . . . <br />I I I I -Tt-1 I I I <br />I <br />I -I L- I 1 I <br />_L. <br />I r <br />--lJ_-- ----- I I <br />......................................I.I.---,- ---�_ - <br />II ----___ ----=-r_r___-------- <br />II ------ II --------- <br />E = 916:66; . . . . . . . . . .;;. <br />150'. <br />8„ PVC <br />MH 10 SDR 35 ® 1.20% '-- . . . . . I I. <br />II <br />..... STA.12+.50......:................... ...... EX. ��22, _.- _ i i. . . . . . . . . . . . <br />IE = = 91 EX. 15' - 8" PVC -. 8 p�C ------------ <br />IE (N) = 918.46 <br />D = 12.37 . _ . . . . . . . . EX. MH <br />. . . . . . . . . . . . . . . . . . . STA 10+.85. . . . . . . . EX.. MH . <br />RE = 928,63 STA 9+63 <br />IE (S) = 916.48 RE = 927.10 <br />.......................................IE. (N) = 916.38 .......:... IE'(N) '913'.70 ... <br />D = 12.25 IE (S) = 913.70 <br />IE (W) = 913.60 <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D - 13.50 <br />/ / I I Call 48 Hours before digging: <br />I� L------------J <br />- GOPHER STATE ONE CALL <br />II I <br />I <br />I Io 0 <br />1 i 10 <br />I I II I I <br />I I II I L <br />Twin City Area 651-454-0002 <br />921.3 I I <br />I I I IZY I-----------i � `\ `\ WYE=1+35 I I <br />I------------ I <br />J <br />I II <br />I II <br />I Ito <br />I II <br />I <br />I <br />I <br />L <br />I <br />_I <br />Mn. Toll Free 1-800-252-1166 <br />I � <br />I GENERAL NOTES: <br />I I / XXX.X DENOTES SANITARY SEWER SERVICE INVERT @ 10' <br />O OUTSIDE R.O.W. <br />I <br />921.8 `\ \\ WYE=X+XX ONNOTES MAINLINENITARY SE FROM DOWNRSTREAMEM M.H. <br />LOCATED <br />�3WYE=1+0 � `��� � I � <br />MH 9 as HYD w/AUX VALVE' ' XXX.X DENOTES ELEVATION OF THE TOP OF WATER <br />\ \ 9 1 <br />10'-6" DIP SERVICE STOP BOX ® 10' OUTSIDE R.O.W. <br />I I � I <br />- - - - - - - - - J <br />I I <br />I I I° I I <br />I II -I I <br />I I I I I I I I \\ 3 `� / / I AND SANITARY SEWER. <br />1 1 � i I O 923.4 I I 0 \\ `\ `\ / o� � \ YE=1 +26 <br />I I I I \ \ \ 927 8 I MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN <br />I WYE=0+84 MH 8 I ALL UTILITY CROSSINGS. SEE CITY DETAIL HU-W-S. <br />924 4 \ ` I WATER SERVICE TO THIS LOT SHALL BE INSTALLED <br />I 1o1 - I WYE=0+84 i - \\ 9 ` 4" PVC SANITARY i O UNDER PROPOSED STORM SEWER &SHALL <br />WYE=1+62 \ 9 SERVICE (TYP.) I MAINTAIN A MINIMUM VERTICAL SEPARATION FROM <br />11 I, 11 1 I <br />REMOVE PLUG & I_ - - - <br />-CONNECT TO 8" SAN <br />C IE = 915.73 <br />I _ rI <br />u <br />�[-\ �\ <br />I � / <br />REMOVE PLUG & <br />CONNECT TO <br />EX. WM w/8" GV <br />I <br />/ \ \ © `\ \ \ 927.7 i I <br />\ \ 4111=_ \\ /8"x6" REDUCER FLAG HYDRANTS. <br />922.3 \ \ \ \ / \ ; , GRND EL=927.2 <br />EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM <br />I I \\ \ \\ \\ WYE=0+43 \� �o 1 COPPER SERVICE <br />- - - - /CURB STOP (TYP.) I FINISHED GRADE. <br />I I \ \ O \ \ 928 <br />\ \ \ \ 921. I MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN <br />1 1 30.3 , L „� \ \ WYE=1+16 8 -45 BEND I STORM PIPE OF 2.0 FT., INSULATE CROSSING. SEE <br />-J L - - - - - ♦ 8 -22.5° BEND \ 928.CITY DETAIL HU-W-S. <br />� 0 � \ � / � <br />MH 7 �\ \\ 922.1 \ \\ © WATER SERVICE TO THIS LOT SHALL BE INSTALLED <br />♦ \ \ \ \ �v� <br />WYE=0+49 \ . � UNDER PROPOSED SANITARY SEWER &SHALL <br />\ > MAINTAIN A MINIMUM VERTICAL SEPARATION FROM <br />I �\ 922.7 \ \ \ \ SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL <br />„8"-22 5° BEND \ `\ WYE=1+23 \\`\ 928.4 \\\\ / � � / � �\\\\ / HU-W-S. <br />\ \ 923.3 \ 7 B <br />-I I •9 \ \ WYE=0+74 ` \ 928.8 \ <br />1 1 924.6 II II WYE=0+10 \\ \\ \\ \ `\ \� � 11 . / / .' <br />\ \ P` NOTE: <br />9299 oU <br />WYE=1+47 . SANITARY SEWER SERVICE STUBS TYPICALLY 3' <br />H W1 DOWNSTREAM OF WATER SERVICE CURB STOP. <br />II II HYD w/AUX VALVE � � SANITARY SEWER AND WATER SERVICES SHALL <br />13'-6" DIP EXTEND 10' BEYOND THE R/W LINE. <br />8%6" TEE SANITARY SEWER SERVICES AND RISERS SHALL BE <br />GRND EL=929.4 <br />SCHEDULE 40 GLUE TOGETHER PIPE. <br />�- IAITi n rnA401 cV CORPORATION STOP SHALL BE THREADED INTO THE <br />WATERMAIN (NO SADDLES). <br />162ND STREET NORTH <br />285' - 8" DIP CL 52 WM <br />w/POLYWRAP 7.5' MIN. COVER <br />165' � 8" DIP CL 52 WM <br />w /POLYWRAP - EXTRA DEPTH <br />PROPOSED C/L GRADE (TYP.) <br />Il.......r...... ............................. <br />II II <br />II II <br />.I <br />iI II <br />.............................................................. <br />. <br />. <br />II II <br />III.I . . . . . . . . . . . <br />r1..III II <br />.I <br />II II <br />11 I.I <br />II -_ <br />. . . . . . . <br />................... <br />. O <br />. . . . . . . . . . . . . . . .. <br />........................... <br />. . . . . <br />I <br />II . . . <br />........ EX. - 40' - 8!'- PVC ............. <br />. <br />. <br />III <br />II . . . . . . . . . . . . . <br />. . . . . . . <br />. . . .154' .- .8 . PVC: . <br />. . . . . . . . . . <br />rI <br />I <br />146' - 8" PVC <br />134 - <br />_it <br />SDR 35 <br />„ PVC <br />8 DR 35 0 0.40% <br />0 0.40% <br />I I . SDR 35 0 0.40% . <br />. . . . . . <br />. . . . . . . . . . <br />. . . . . . . . . . . . <br />-L---- - <br />MH 8 <br />............IE _ -9-15:73........................................... <br />MH 7 <br />13+43 .............................................. <br />MH 9EX. <br />MH <br />. <br />STA 12+08 . <br />RE ._ :927.52 <br />IE (NE) = 917.05 <br />STA 14+98 <br />STA 10+22 <br />RE = 928.87 <br />. <br />RE _- 925.99 <br />RE ._ .930.74. . . . . . . . . . <br />. IE:(NE) _ 916.41 . <br />IE (SW) = . .5 <br />IE (SW) = 917.67: <br />IE (W). = 9.15.57. . . . . . . . . <br />. .IE :(W) 916.31 . . <br />. . . . . D = 10.58 . . . . . . . . . <br />. D = :8.32 . . . <br />IE. 915.57 <br />D :_ .12.56...:.........:.........:.........:.........:.........:.........:....... <br />. <br />IE (S) _. 915,47 <br />D = 15.27 <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 />900 900 900 900 0' 50' 100' 150' <br />13 12 11 10 9 10 11 12 13 14 15 16 Latest Revision Date: 03/17/20 <br />0008260.04UTF01.dwg <br />vats: 03/17/20 sheet: 5 of 12 <br />Oneka Place <br />Westwood I hereby certify that this plan was prepared se me or under ALRevisiom for. Sanitary Sewer and <br />direct supervision and that I am a duly licensed PROFESSIONAL Dom; CTY Prepared • • <br />�������°f���°f°�Partnership4th Addition <br />CPDC-Pratt-Oakwood LLC Water Main <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 <br />Fax (952) 937-5822 Minnetonka, MN 55343 Drawn: CTY <br />Toll Free (888) 937-5150 westwoocips.com john Bender 3500 Willow Lk Blvd. Suite 100 <br />Construction Plans <br />Westwood Profmional services, Inc. Date: 03/17/20 License Na 43358 Remo Drawing by/&ft Vadnais Heights, MN 55110 Hugo, Minnesota <br />