My WebLink
|
Help
|
About
|
Sign Out
Home
2021.03.15 CC Packet
Hugo
>
City Council
>
City Council Agenda/Packets
>
2021 CC Packets
>
2021.03.15 CC Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/15/2021 9:43:36 AM
Creation date
3/15/2021 9:40:45 AM
Metadata
Fields
Template:
City Council
Document Type
Agenda/Packets
Meeting Date
3/15/2021
Meeting Type
Regular
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
147
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
930.5 <br />WYE = 0+58 <br />9.0' RISER <br />940.3 <br />930.5 <br />WYE = 0+39 <br />9.0' RISER <br />940.6 <br />930.5 <br />WYE = 0+05 <br />9.0' RISER <br />941.0 <br />931.1 <br />WYE = 0+83 <br />9.5' RISER <br />941.9 <br />931.9 <br />WYE = 1+27 <br />10.0' RISER <br />943.0 <br />931.4 <br />WYE = 0+21 <br />9.5' RISER <br />942.5 <br />930.7 <br />WYE = 1+65 <br />9.5' RISER <br />942.0 <br />930.6 <br />WYE = 1+43 <br />9.5' RISER <br />941.8 <br />930.5 <br />WYE = 0+22 <br />9.0' RISER <br />940.9 <br />930.5 <br />WYE = 0+73 <br />9.0' RISER <br />940.7 <br />MH 10 <br />MH 11 <br />MH 12 <br />MH 13 <br />8" SAN PLUG <br />IE = 920.00 <br />MH 05 <br />4" PVC SANITARY <br />SERVICE (TYP.) <br />1" COPPER SERVICE <br />w/CURB STOP (TYP.) <br />HYD w/AUX. VALVE <br />10' - 6" DIP <br />8" x 6" TEE <br />GRND ELEV. = 939.4 <br />8" GV <br />8"-22.5° BEND <br />8"-22.5° BEND <br />(2) 8"-45° BEND <br />8" DIP PLUG <br />HYD w/AUX. VALVE <br />10' - 6" DIP <br />8" x 6" TEE <br />GRND ELEV. = 942.4 <br />SEE SHEET 4131ST ALCOVE N (STREET 11) <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 />0+50 1+00 2+00 3+00 4+00 5+00 5+50 <br />GENEVA AVE N | 132ND STREET N (STREET 15) <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 />0+501+002+003+004+005+006+007+007+50 <br />DROP MH 01 <br />IE (S) = 926.15 <br />IE (E) = 914.20 <br />IE (W) = 914.10 <br />STA 1+00 <br />RE = 942.17 <br />D = 28.07 <br />IE = 926.27 <br />256' - 8" PVC <br />SDR 35 @ 0.60% <br />MH 09 <br />IE (N) = 927.80 <br />STA 4+00 <br />RE = 939.80 <br />D = 12.00 <br />20' - 8" DIP <br />CL 52 @ 0.60% <br />MH 05 <br />IE (SE) = 917.42 <br />IE (NE) = 917.42 <br />IE (NW) = 917.32 <br />STA 1+00 <br />RE = 939.33 <br />D = 22.01 <br />99' - 8" PVC <br />SDR 26 @ 0.40%MH 10 <br />IE (N) = 917.92 <br />IE (SW) = 917.82 <br />STA 2+00 <br />RE = 939.25 <br />D = 21.43 <br />91' - 8" PVC <br />SDR 26 @ 0.40%MH 11 <br />IE (N) = 918.38 <br />IE (S) = 918.28 <br />STA 2+92 <br />RE = 939.80 <br />D = 21.52 <br />182' - 8" PVC <br />SDR 26 @ 0.40%MH 12 <br />IE (E) = 919.21 <br />IE (S) = 919.11 <br />STA 5+27 <br />RE = 941.21 <br />D = 22.10 <br />153' - 8" PVC <br />SDR 26 @ 0.40%MH 13 <br />IE (E) = 919.92 <br />IE (W) = 919.82 <br />STA 6+80 <br />RE = 942.13 <br />D = 22.31 <br />8" SAN PLUG <br />IE = 920.00 <br />20' - 8" PVC <br />SDR 26 @ 0.40% <br />1.5' MIN SEPARATION <br />PER CITY DETAIL HU-W-5 <br />207' - 8" DIP CL 52 WM <br />w/POLYWRAP - 7.5' MIN COVER <br />85' - 8" DIP CL 52 WM <br />w/POLYWRAP - EXTRA DEPTH <br />524' - 8" DIP CL 52 WM <br />w/POLYWRAP - 7.5' MIN COVER <br />10.0' RISER9.5' RISER9.5' RISER9.5' RISER9.5' RISER9.0' RISER9.0' RISER9.0' RISER9.0' RISER9.0' RISER15' - 8" DIP CL 52 WM <br />w/POLYWRAP - EXTRA DEPTH <br />15" STO <br />IE = 935.03 <br />931.8 <br />WYE = 0+75 <br />942.8 <br />930.7 <br />WYE = 1+93 <br />941.6 <br />930.5 <br />WYE = 2+62 <br />941.4 <br />931.8 <br />WYE = 0+87 <br />942.7 <br />930.7 <br />WYE = 2+13 <br />941.6 <br />930.5 <br />WYE = 2+67 <br />941.3 <br />MH 09 <br />DROP MH 01 <br />4" PVC SANITARY <br />SERVICE (TYP.) <br />1" COPPER SERVICE <br />w/CURB STOP (TYP.) <br />8" GV <br />HYD w/AUX. VALVE <br />10' - 6" DIP <br />8" x 6" REDUCER <br />GRND ELEV. = 940.1 <br />A <br />ASEE SHEET 4Sheet: <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 />5 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
The URL can be used to link to this page
Your browser does not support the video tag.