PC PACKET 120822 - Laserfiche WebLink

Home

||918.9 MAP8 930.6 OAK15 911.9 WIL8 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+890 + 0 0 1+00 2+00 2+185+006+007+008+009+0010+0011+0012+0013+001+002+003+004+005+006 + 0 0 7 + 0 08+009+0010+00PC: 3+68.92PT: 6+46.77PC: 6+63.62PT: 9+49.82 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+0 0 12+0013+0014+0015+001 6 + 0 0 1 6 + 2 2 BP: 0+00.00PC: 7+06.29PRC: 7+75.34PRC: 9+41.91PT: 13+78.41 PC: 14+82.33PT: 15+61.94EP: 16+21.98SMH-451 RIM 926.69 INV 917.23 (8" OUT) SMH-410 RIM 925.68 INV 898.62 (8" IN) INV 898.52 (8" OUT) SMH-424 RIM 925.08 INV 913.60 (8" OUT) SMH-444 RIM 924.29 INV 912.50 (8" OUT) SMH-423 RIM 924.08 INV 913.05 (8" IN) INV 912.95 (8" OUT) SMH-409 RIM 925.01 INV 897.82 (8" IN) INV 897.72 (8" OUT) SMH-443 RIM 923.61 INV 912.12 (8" IN) INV 912.02 (8" OUT) SMH-442 RIM 923.49 INV 911.45 (8" IN) INV 911.34 (8" OUT) SMH-441 RIM 923.62 INV 911.06 (8" IN) INV 910.96 (8" OUT) SMH-422 RIM 923.30 INV 911.47 (8" OUT) INV 911.57 (8" IN) SMH-411 RIM 924.26 INV 899.10 (8" IN) INV 899.00 (8" OUT) SMH-412 RIM 922.63 INV 910.64 (8" IN) INV 899.98 (8" OUT) INV 900.08 (8" IN) SMH-404 RIM 922.68 INV 895.74 (8" IN) INV 895.64 (8" OUT) SMH-407 RIM 922.94 INV 897.11 (8" IN) INV 897.01 (8" OUT) SMH-414 RIM 921.06 INV 901.00 (8" OUT) INV 901.10 (8" IN) SMH-413 RIM 921.54 INV 900.61 (8" IN) INV 900.51 (8" OUT) SMH-405 RIM 921.44 INV 896.22 (8" IN) INV 896.11 (8" OUT) SMH-406 RIM 921.27 INV 907.00 (8" IN) INV 896.51 (8" OUT) INV 896.61 (8" IN) SMH-431 RIM 920.65 INV 907.42 (8" IN) INV 907.31 (8" OUT) SMH-433 RIM 919.90 INV 908.14 (8" IN) INV 908.04 (8" OUT) SMH-434 RIM 919.33 INV 908.45 (8" OUT) INV 908.55 (8" IN) SMH-402 RIM 918.00 INV 893.07 (8" IN) INV 908.72 (8" IN) INV 892.96 (8" OUT) SMH-421 RIM 918.00 INV 909.90 (8" OUT) INV 910.00 (8" IN) EX SMH RIM 929.27 INV 916.70 (8" IN) SMH-403 RIM 917.82 INV 894.44 (8" IN) INV 894.34 (8" OUT) PROPOSED LIFT STATION RIM 915.00 INV 885.00 (8" IN) SMH-401 RIM 914.27 INV 891.50 (8" IN) INV 885.40 (8" OUT)84 LF 8 " PVC@ 0 .45%156 LF 8" PVC @ 0.37%70 LF 8" PVC@ 0.40%81 LF 8" PVC@ 0.40%94 LF 8" PVC @ 0.40 % 96 LF 8" PVC @ 0.40%132 LF 8" PVC @ 0.40%368 LF 8" PVC @ 0.40% 344 LF 8" PVC @ 0.40%77 LF 8" PVC @ 0.40%66 LF 8" PVC @ 0.40%7 8 L F 8 " P V C @ 0 . 4 0% 74 LF 8" PVC @ 0.40% 91 LF 8 " P V C @ 0.40% 304 LF 8" PVC @ 0.40% 319 LF 8" PVC @ 0.40%294 LF 8" PVC @ 0.40%324 LF 8" PVC @ 0.45%173 LF 8" PVC @ 0.40%96 LF 8" PVC @ 0.40% 107 L F 8 " P V C @ 0 . 4 0 % 64 LF 8" PVC @ 0.40% 1 0 1 L F 8 " P V C @ 0 . 4 0% 138 LF 8" PVC @ 0 . 4 0 % 72 LF 8" PVC @ 0.56% PLOTTED:COMM. NO. DRAWING NO. ----17004 ONEKA PRAIRIE 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: ATJRAT 08/09/2022 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE SOUTHWIND HOLDINGS, LLC PRELIMINARY PLAT 51317 ADAM THIELE, PEPRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 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. DATE:LICENSE NO.08/09/2022 1 8/19/22 REVISED PER CITY COMMENTS 2 10/31/22 REVISED PER UPDATED DELINEATION 3 11/18/22 REVISED PER CITY COMMENTS 4 11/21/22 STORM SEWER REVISIONS N 0 50'100' C7 SANITARY SEWER AND WATERMAIN PLAN HYDRANT 8x6 DIP TEE 6" GV & BOX STUB WM FOR FUTURE CONNECTION 8" DIP PLUG HYDRANT 8x6 DIP TEE 6" GV & BOX HYDRANT 8x6 DIP TEE 6" GV & BOX HYDRANT 8x6 DIP TEE 6" GV & BOX HYDRANT 8x6 DIP TEE 6" GV & BOX HYD 6" GV & BOX HYDRANT 8x6 DIP TEE 6" GV & BOX 8" DIP CL 53 WM 8" DIP CL 53 WM 8" DIP CL 53 WM8" DIP CL 53 WM STUB WM FOR FUTURE CONNECTION 8" DIP PLUG CONNECT TO EX WM 8" GV & BOX CONNECT TO EX WM 12" GV & BOX 8" D IP CL 53 WM8" DIP CL 53 WMHYDRANT 6" GV & BOX 6" REDUCER HYDRANT 8x6 DIP TEE 6" GV & BOX GENERAL CONSTRUCTION NOTES: 1.ALL CONSTRUCTION SHALL COMPLY WITH CITY OF HUGO REQUIREMENTS AND LATEST EDITION OF CEAM CONSTRUCTION SPECIFICATIONS. 2.ALL 8" WATERMAIN SHALL BE DIP CL 53. ALL 6" WATERMAIN (HYDRANT LEADS) SHALL BE DIP. 3.ALL WATERMAIN AND WATER SERVICES SHALL BE INSTALLED WITH TRACER WIRE. 4.MAINTAIN 7.5' MINIMUM COVER OVER ALL WATERMAIN AND WATER SERVICES. 5.MAINTAIN MINIMUM 18" VERTICAL SEPARATION BETWEEN WATERMAIN AND SANITARY AND STORM SEWER CROSSINGS. MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. 6.ALL WATERMAIN FITTINGS SHALL BE DIP. 7.SANITARY SEWER PIPE UP TO 14' BURIAL DEPTH SHALL BE PVC SDR 35. SANITARY SEWER PIPE 14' OR DEEPER SHALL BE PVC SDR 26. 8.ALL SANITARY SERVICES SHALL BE 4" PVC SCH 40. 9.FIRE HYDRANTS SHALL BE WATEROUS WB-250 PER CITY DETAIL HU-W-1. 10.WATER SERVICES SHALL BE INSTALLED PER CITY DETAIL HU-W-2. 11.GATE VALVES SHALL BE INSTALLED PER CITY DETAIL HU-W-3. 12.PROVIDE THRUST BLOCKING FOR WATERMAIN FITTINGS PER CITY DETAIL HU-W-4. 13.SANITARY SEWER MANHOLES SHALL BE INSTALLED PER CITY DETAIL HU-SS-1. 14.PROPOSED LIFT STATION TO BE DESIGNED AND INSTALLED BY CITY OF HUGO. STUB WM FOR FUTURE CONNECTION 12" DIP PLUG HYD 12x6 DIP TEE 6" GV & BOX LEGEND PROPERTY LINE PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED MANHOLE PROPOSED HYDRANT PROPOSED STUB LOCATION (OUTSIDE DROP) (OUTSIDE DROP) (OUTSIDE DROP) CONNECT TO SANITARY STUB INV 916.7512" DIP CL 53 WM12" DIP CL 53 WMHYDRANT 8x6 DIP TEE 6" GV & BOX INSULATE WM/STORM CROSSING INSULATE WM/STORM CROSSING INSULATE WM/STORM CROSSING INSULATE WM/STORM CROSSING INSULATE WM/STORM CROSSING INSULATE WM/STORM CROSSING INSULATE WM/STORM CROSSING INSULATE WM/STORM CROSSING INSULATE WM/STORM CROSSING INSULATE WM/STORM CROSSING INSULATE WM/STORM CROSSING INSULATE WM/STORM CROSSING 12X8 DIP TEE 12X8 DIP TEE INSULATE WM/STORM CROSSING INSULATE WM/STORM CROSSING