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a 2016 Westwood Professional Services. Inc r' C\ ' \ / \ CONNECT TO— \ - C\ CONN REMOVE W IX WM EXISTING WYEi 1dc INSTALL G.V. \\ / r----IJr � ----1', 1 -til I .3 II I r 1 117 191911 I 1 111 7 \ 11 9 11 4 11 5 II 6 11 2 11 111 907.2 I I 907.1 1 I 907.5 111 11 C 9011 1 WYE -0+20 WYE=0+84 907.0 I I W -E- 44 1 11 A D O \\\\ V1 HE 0 11 1 I'I I I WYE=1+32 I i -_11 1/4' 11 1 \ B--22 1 1 L -J L 8EFJ0 —, \\ 11/2°--- \d°e\\{, / %.? !vvii_vi / I f � ESRD `\L +�-� ice✓\ \\ \ / 930 906.0 \ \ \YD. VALVE YE ---0+16\ \ w/AUX 15'-6' DIP _ \ 8�x6' REDUCER 1/2° BEND % GRND. EL -918.0 MH -2S MH -24 . Y HDPE SERVICE J w/CURB STOP (TYP) 1 PVC SANITARY t \ SERVICE (TYP) ,IE (NE) = 905.72 D=12.42 _ _ r—� L----------_- r----IJr � ----1', 1 -til I .3 II I r 1 117 191911 I 1 111 7 \ 11 9 11 4 11 5 II 6 11 2 11 111 907.2 I I 907.1 1 I 907.5 111 11 C 9011 1 WYE -0+20 WYE=0+84 907.0 I I W -E- 44 1 11 A D O \\\\ V1 HE 0 11 1 I'I I I WYE=1+32 I i -_11 1/4' 11 1 \ B--22 1 1 L -J L 8EFJ0 —, \\ 11/2°--- \d°e\\{, / %.? !vvii_vi / I f � ESRD `\L +�-� ice✓\ \\ \ / 930 906.0 \ \ \YD. VALVE YE ---0+16\ \ w/AUX 15'-6' DIP _ \ 8�x6' REDUCER 1/2° BEND % GRND. EL -918.0 MH -2S MH -24 . Y HDPE SERVICE EX.MH-21 : - - w/CURB STOP (TYP) 1 PVC SANITARY t \ SERVICE (TYP) . 401 ONEKA PARKWAY ............... 4r,-'— R' I11P CJ: 59 W_M_ w/PmymAP 7.5 MW_ COI ....................... . PROPOSED-C/L GRADE (IYP.) .. - d � PROPOSED .CA SUBGRADE (TYP.). 1 1' r1 N- 11 I I 1.1 'i i Lr L1 l 11 i 4� 7 8--P _ 14__._-�.__,-____________ 8•x8" TEE -COOECT Iii 1 EXMH-21 I -5 1\ \ \\ \ 6 . EXMH-20 - - EX.MH-21 : - - NE= .917.56 - - 1 \t 5 \ 4 \1 \ 5 \ \\ 2 IE (N) - 905.14 :. ,IE (NE) = 905.72 D=12.42 _ _ r—� L----------_- \ \ \ 10 n Il 3 S 2 /'/ . 401 ONEKA PARKWAY ............... 4r,-'— R' I11P CJ: 59 W_M_ w/PmymAP 7.5 MW_ COI ....................... . PROPOSED-C/L GRADE (IYP.) .. - d � PROPOSED .CA SUBGRADE (TYP.). 1 1' r1 N- 11 I I 1.1 'i i Lr L1 l 11 i 4� 7 8--P MH -- (24). . . RE, = 918.34 (22} - - - - - .. MH..- -( )- - - - ..IE.(NE). = 907.13 RE = 916.89 HTE = 917.63 . D=10.43 . - . IE (SW) _- 906.55 FE (S _ 907.15 . . IE (NE) _ 906.45 (NE) 907.05 = - . IE (NW) 906.55 D=10.58- D=10.44 11 _ 12 13 14 b-1,My dIIIiibb 0��EWestwood �. DR Horton Inc. - Minnesota Ph— (88218374M 78PBA."—Mve �F`� 0) ' F- (86 21 9 373 8 72 Edge Pnftmm88841 `— L --- 7aFln INO 37-5150 R Hbm 1N. 2HM Keobddp Cmut, Suite M 1wre.e.awerr.rs..I�k Didiie 14/16/1 U-- 11116 - T1117e11ie, hamomoM 551!4 Call 48 Hours before digging 811 or aaABlxom Common Ground Alliance GENERAL NOTES- XXX.X DENOTES SANITARY SEWER SERVICE INVERT A 10' OUTSIDE R.O.W. WYE=X+1CX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. (� WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER h SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2-0 FT. NOS - SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1' HDPE WATER SERVICE SHALL BE MIN SDR 7 ALL WATHRMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATHRMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FET. NGVD=NA110NAL GEODETIC VERTICAL DATUM Clearwater Cove 4th Addition Hume, MN ` r 0' 50' 100' 150' 1R6e1Ht Rev=on DaW 04/06/17 p 0004092.04UTr01.d.g Drea /m/16 — .i OF 8 Sanit 'y & water Main conshmIcHon Plan _ 14__._-�.__,-____________ -------------- . EXMH-20 - - EX.MH-21 : - - NE= .917.56 - - - RE = 917.27_ . IE (SW) - 905.24. . IE (SW) - 905.82 . IE (N) - 905.14 :. ,IE (NE) = 905.72 D=12.42 _ _ Dv -11.55 8 9 10 MH -- (24). . . RE, = 918.34 (22} - - - - - .. MH..- -( )- - - - ..IE.(NE). = 907.13 RE = 916.89 HTE = 917.63 . D=10.43 . - . IE (SW) _- 906.55 FE (S _ 907.15 . . IE (NE) _ 906.45 (NE) 907.05 = - . IE (NW) 906.55 D=10.58- D=10.44 11 _ 12 13 14 b-1,My dIIIiibb 0��EWestwood �. DR Horton Inc. - Minnesota Ph— (88218374M 78PBA."—Mve �F`� 0) ' F- (86 21 9 373 8 72 Edge Pnftmm88841 `— L --- 7aFln INO 37-5150 R Hbm 1N. 2HM Keobddp Cmut, Suite M 1wre.e.awerr.rs..I�k Didiie 14/16/1 U-- 11116 - T1117e11ie, hamomoM 551!4 Call 48 Hours before digging 811 or aaABlxom Common Ground Alliance GENERAL NOTES- XXX.X DENOTES SANITARY SEWER SERVICE INVERT A 10' OUTSIDE R.O.W. WYE=X+1CX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. (� WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER h SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2-0 FT. NOS - SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1' HDPE WATER SERVICE SHALL BE MIN SDR 7 ALL WATHRMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATHRMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FET. NGVD=NA110NAL GEODETIC VERTICAL DATUM Clearwater Cove 4th Addition Hume, MN ` r 0' 50' 100' 150' 1R6e1Ht Rev=on DaW 04/06/17 p 0004092.04UTr01.d.g Drea /m/16 — .i OF 8 Sanit 'y & water Main conshmIcHon Plan