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2021.03.15 CC Packet
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2021.03.15 CC Packet
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3/15/2021 9:43:36 AM
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3/15/2021 9:40:45 AM
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City Council
Document Type
Agenda/Packets
Meeting Date
3/15/2021
Meeting Type
Regular
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131ST STREET N | GENEVA AVE N (STREET 8) <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50 <br />EX. MH <br />IE (E) = 913.32 <br />IE (W) = 913.22 <br />STA 12+23 <br />RE = 941.28 <br />D = 28.06 <br />44' - 8" PVC <br />@ 0.40% <br />149' - 8" PVC <br />C-900 @ 0.40% <br />DROP MH 01 <br />IE (S) = 926.15 <br />IE (E) = 914.20 <br />IE (W) = 914.10 <br />STA 14+16 <br />RE = 942.17 <br />D = 28.07 <br />284' - 8" PVC <br />C-900 @ 0.40% <br />MH 02 <br />IE (E) = 915.43 <br />IE (W) = 915.33 <br />STA 17+00 <br />RE = 941.15 <br />D = 25.81 <br />250' - 8" PVC <br />SDR 26 @ 0.40% <br />MH 03 <br />IE (E) = 916.53 <br />IE (W) = 916.43 <br />STA 19+50 <br />RE = 940.36 <br />D = 23.93 <br />99' - 8" PVC <br />SDR 26 @ 0.40% <br />MH 04 <br />IE (SE) = 917.03 <br />IE (W) = 916.93 <br />STA 20+50 <br />RE = 939.21 <br />D = 22.29 <br />72' - 8" PVC <br />SDR 26 @ 0.40% <br />MH 05 <br />IE (SE) = 917.42 <br />IE (NE) = 917.42 <br />IE (NW) = 917.32 <br />STA 21+22 <br />RE = 939.33 <br />D = 22.01 <br />59' - 8" PVC <br />SDR 26 @ 0.40% <br />MH 06 <br />IE (SE) = 917.76 <br />IE (NW) = 917.66 <br />STA 21+82 <br />RE = 939.65 <br />D = 21.99 <br />68' - 8" PVC <br />SDR 26 @ 0.40% <br />MH 07 <br />IE (S) = 918.13 <br />IE (NW) = 918.03 <br />STA 22+50 <br />RE = 938.66 <br />D = 20.63 <br />167' - 8" PVC <br />SDR 26 @ 0.40% <br />MH 08 <br />IE (S) = 918.90 <br />IE (N) = 918.80 <br />STA 24+17 <br />RE = 935.31 <br />D = 16.52 <br />53' - 8" PVC <br />SDR 35 @ 0.40% <br />1.5' MIN SEPARATION <br />PER CITY DETAIL HU-W-5 <br />1.5' MIN SEPARATION <br />PER CITY DETAIL HU-W-5 <br />2.0' <br />453' - 12" DIP CL 52 WM <br />w/POLYWRAP - 7.5' MIN COVER <br />30' - 12" DIP CL 52 WM <br />w/POLYWRAP - EXTRA DEPTH <br />735' - 12" DIP CL 52 WM <br />w/POLYWRAP - 7.5' MIN COVER <br />15.5' RISER15.5' RISER15.5' RISER14.5' RISER13.5' RISER13.5' RISER13.5' RISER13.5' RISER13.5' RISER12.5' RISER12.5' RISER11.5' RISER10.5' RISER9.5' RISER8.5' RISER6.5' RISER6.5' RISER4.5' RISER4.5' RISER2.4' <br />931.5 <br />WYE = 0+45 <br />15.5' RISER <br />942.5 <br />932.0 <br />WYE = 1+18 <br />15.5' RISER <br />943.0 <br />932.0 <br />WYE = 0+28 <br />15.5' RISER <br />943.1 <br />931.7 <br />WYE = 1+16 <br />14.5' RISER <br />942.7 <br />931.4 <br />WYE = 2+01 <br />13.5' RISER <br />942.3 <br />931.3 <br />WYE = 2+66 <br />13.5' RISER <br />942.2 <br />931.6 <br />WYE = 0+67 <br />13.5' RISER <br />942.7 <br />931.6 <br />WYE = 1+72 <br />12.5' RISER <br />942.5 <br />930.5 <br />WYE = 0+06 <br />11.5' RISER <br />941.4 <br />928.1 <br />WYE = 1+51 <br />4.5' RISER <br />937.1 <br />929.8 <br />WYE = 0+62 <br />6.5' RISER <br />938.8 <br />930.5 <br />WYE = 0+57 <br />8.5' RISER <br />940.2 <br />931.3 <br />WYE = 2+71 <br />13.5' RISER <br />941.6 <br />931.6 <br />WYE = 0+73 <br />13.5' RISER <br />942.1 <br />931.6 <br />WYE = 1+78 <br />12.5' RISER <br />941.7 <br />930.5 <br />WYE = 0+54 <br />10.5' RISER <br />940.2 <br />930.5 <br />WYE =0+11 <br />9.5' RISER <br />939.9 <br />928.6 <br />WYE = 0+74 <br />6.5' RISER <br />937.6 <br />926.9 <br />WYE = 1+57 <br />4.5' RISER <br />935.9 <br />EX MH 35 REMOVE PLUG & <br />CONNECT TO 8" SAN <br />IE = 913.50 <br />DROP MH 01 <br />MH 02 <br />MH 03 <br />MH 04 <br />MH 05 <br />MH 06 <br />MH 07 <br />MH 08 <br />8" SAN PLUG <br />IE = 919.11 <br />4" PVC SANITARY <br />SERVICE (TYP.) <br />1" COPPER SERVICE <br />w/CURB STOP (TYP.) <br />HYD w/AUX. VALVE <br />9' - 6" DIP <br />12" x 6" TEE <br />GRND ELEV. = 942.4 <br />HYD w/AUX. VALVE <br />8' - 6" DIP <br />12" x 6" TEE <br />GRND ELEV. = 942.0 <br />HYD w/AUX. VALVE <br />8' - 6" DIP <br />12" x 6" TEE <br />GRND ELEV. = 935.1 <br />8" DIP PLUG <br />8" GV12" GV <br />12"-45° BEND <br />12" x 8" TEE <br />REMOVE PLUG & <br />CONNECT TO <br />EX. 12" WM <br />12" x 8" TEE <br />12"-11.25° BEND <br />12"-22.5° BEND <br />12"-11.25° BEND <br />12"-11.25° BEND <br />12"-22.5° BEND <br />A A A <br />A <br />SEE SHEET 5SEE SHEET 5NOTE: <br />PROVIDE SERVICES TO FUTURE LOTS. <br />END SERVICES TO FUTURE LOTS AT ROW. <br />Sheet: <br />Revisions: <br />OF <br />Record Drawing by/date: <br />Drawn: <br />Checked: <br />Designed: <br />Date:License No. <br />Date: <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 <br />Fax (952) 937-5822 Minnetonka, MN 55343 <br />Toll Free (888) 937-5150 <br />I hereby certify that this plan was prepared by me or under my direct <br />supervision and that I am a duly licensed PROFESSIONAL ENGINEER <br />under the laws of the State of Minnesota. <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06UTF01.DWGLatest Revision Date: 01/15/21 <br />CONSTRUCTION PLANS <br />4 14 <br />St. Louis Park, MN 55416 <br />OP5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />Sanitary Sewer and <br />Watermain Construction <br />Plan <br />Hugo, MN <br />01/15/21 <br />Adelaide Landing 6th <br />Addition ADELAIDE LANDING 6TH ADDITION XXX.X <br />WYE=X+XX <br />A <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 SHALL BE SCHEDULE 40 <br />GLUE TOGETHER PIPE. <br />CORPORATION STOP SHALL BE THREADED INTO THE <br />WATERMANIN (NO SADDLES). <br />1" COPPER WATER SERVICE SHALL BE TYPE K. <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 />XXX.XX <br />GENERAL NOTES <br />DENOTES SANITARY SEWER SERVICE INVERT @ 10' <br />OUTSIDE ROW. <br />DENOTES SANITARY SEWER SERVICE WYE LOCATED <br />ON MAINLINE FROM DOWN STREAM M.H. <br />DENOTES CURB STOP ELEVATION. <br />FLAG HYDRANTS. <br />EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM <br />FINISHED GRADE. <br />ALL DROP MANHOLES TO BE CONSTRUCTED USING <br />OUTSIDE DROPS. SEE CITY DETAIL HU-SS-2. <br />MAINTAIN 10 FT HORIZONTAL SEPARATION BETWEEN <br />WATERMAIN AND SANITARY SEWER. <br />MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN <br />ALL UTILITY CROSSINGS. SEE CITY DETAIL HU-W-5. <br />WATER SERVICE TO THIS LOT SHALL BE INSTALLED <br />UNDER PROPOSED STORM SEWER & SHALL MAINTAIN <br />A MINIMUM VERTICAL SEPARATION FROM STORM <br />PIPE OF 2.0 FT., INSULATE CROSSING. SEE CITY DETAIL <br />HU-W-5. <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 HU-W-5. <br />B
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