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9 8"-11.250 BEND r - \ 920.4 - �1- 1 t11 1 - \ \\ \\ _ \ 921.0 \ \ WYE=0+18 _ --� F_ _ --� ---- \ 8\'-11.250 BEND \ \ _ \ 931.0 HYD w/AUX VALVE 10'-6" DIP 8"x6" TEE GRND EL=929.4 c 2020 Westwood Professional Services, Inc. A j--- 1 / 7 I � I G) O I I D88 I C9O I I 82O 920.7 WYE=0+08 WYE=0+41 I 1 15 1 'n I 3929.6 WYE=2+50 30 .90WYE=0+63 1 1 / --- -- -- -- - I II // WYE=1+82 / I 1 920.9 931.4 � \ 1 - J L 0 I 11 \ 1 -MH 3 MH 2 J L-__ / 920.5 I I 920.9 1 1 WYE=1+39 J - J % 1 WYE-0+51 1 1 931.9 - / 1" COPPER SERVICE WYE=1 +23 II I 931.7 11 C RB STOP T P -MH 4 L----------- ---� L---tr-- MH V . - s. PLUG -�.all I I 921.0 \ \ 921.0 WYE=0+94 \ \\ I I I I I 920.E I I WYE=0+45 /1\ \ I I I g20 7 I I WYE=1+04 I I 931.8 \ \\ WYE=0+41 HYD w AUX VALVE 11 II WYE=1+75 I I II II \\ \ 932.0 \ \\ 10'-6"DIP 1I I I 931.4 I I \\ \ \ 8 x6 TEE - 1I 931.0 i i I I \\ \ � GRND EL=931.1 L-----J L------- L-- 1 8"-11.250 BEND % r-- _ _ II I \ I r I I I I I --- I 0 I I it I I I I I I L SEE SHEET 4 `1 aaa� 4oa � 12 4 - \ 7iD 918.3 I 919.1 -7 _ WYE=0+21 I I WYE=2+65 917.9 / / 930.0 I I / I 929.4 / / WYE=1+88 % / / / 8"-11.250 BEND 1 I I I I I I HYD w/AUX VALVE / / 928.7 WYE=1+05 0 II 8"x6"' DIP // 928.1 / / WYE=0+60 // 917.9 / _ I W I II II II / / / / I= L - - - GRND EL=927.8 / / / / / 928.1 / /WYE=0+92 I I � �-! / I I LU I I I I 928.3 -...J w/U k .1 1 - 4" PVC SANITARY 1 SERVICE (TYP.) 1 ;�..- �MH 1 CI ---J J I / - -7 / > EMPRESS AVENUE NORTH 220' - 8" DIP CL 52 WM 275' - 8" DIP CL 52 WM 190' - 8' DIP CL 52 :WM w /POLYWRAP - EXTRA DEPTH w /POLYWRAP _ 7.5' MIN. COVER w /POLYWRAP - 7.5' MIN. -COVER 145'=8"DIP CL:52WM w/POLYWRAP - 7.5' MIN. COVE ....................................................................................................................................._.,,.......................................... , 80 8 DIP CL 52 W.M. .50 - 8 DIP � CL '52 W.M. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w/POLYWRAP. EXTRA DEPTH . . . . . . w/POLYWRAP EXTRA DEPTH Z4y 8" PVC . .IE = 918.45. . . . . . . . . - PV � SDR 35 ® 0.40% .......... ... T50 ................:... R35®06.7. ._.8PVC........:.................. :.........:.: . . . . . . . . I . . . . . . . . . . . . . SDR 35 ®0.849; �100'_- 8„ PVC . . 18" MIN. SEPARATION PER CITY DETAIL HU-W-5 . . . 0.85% INSTALL INSULATION WHEN STORM SEWER IS WITHIN 3' . . . . . . . . . . . . .6. . . . . . . . . . . . . MH . . . . . . MH 5 . . . . . . . . . - . . 18" STO I E� 915..46....... MH 3 . . . . . :+..... . . . . . . . . . . . . OF WATERMAIN OR SERVICES ....................... STA, 1+34 .....................................STA' 3+84....:.................. -. RE _ ....... - 929.44 .MH.2. ............................... . ........... ........... RE = 929.24 RE = 930:74 MH 4 IE (SW) = 917.54 STA .7+00 IE (NE) :_ 920.24 . . . . . . . . IE (SW) = 919.24 STA 4+50 . . . IE (NE:) = 917.44 IE (SW) 928.4996.59 SDR 35 ®,0.90� MH 1 . . . . . . . . . D = 9.00 IE :(NE) .= . 91.9.24. RE. =. 930.80 IE (NE) = 918.80 D = 1.2.00 IE (NE) 916.49 STA 10+37 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D = 11.50. RE = 926.87 ....... :... IE (SW): = 918.80 .:............................................................................................. D - 12.00 = IE.(SW). 913.45 .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D = 12:00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I (. . . . . .. . = 913.3. . . . . = 1-3.52 0 1 Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 2 3 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. John Bender Date 03/17/20 License No. 43358 In 5 6 7 Designed: m Checked:- Dfawm CTY Record Drawing by/date: rel WE Prepared for: CPDC-Pratt-Oakwood LLC Partnership 3500 Willow Lk Blvd. Suite 100 Vadnais Heights, MN 55110 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT @ 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. XXX.X DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX ® 10' OUTSIDE R.O.W. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN ALL UTILITY CROSSINGS. SEE CITY DETAIL HU-W-5. O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT., INSULATE CROSSING. SEE CITY DETAIL HU-W-5. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU-W-5. Oneka Place 4th Addition Minnesota NOTE: 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 AND RISERS SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE. CORPORATION STOP SHALL BE THREADED INTO THE WATERMAIN (NO SADDLES). WATER SERVICES SHALL BE 1" COPPER PER CITY DETAIL HU-W-2 ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON. ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED. STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU-W-6. USE CORE BLUE BOLTS FOR ALL FITTING CONNECTIONS. THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150' Latest Revision Date: 03/17/20 0008260.04UTF01.dwg Date: 03/17/20 sheet: 3 of 12 Sanitary Sewer and Water Main Construction Plans