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
CB 507 <br />CBMH 506 <br />CB 509 <br />CBMH 508 <br />ADJUST MH (TYP.) <br />ADJUST GV (TYP.) <br />SURMOUNTABLE CURB & GUTTER (TYP.) <br />5' CONC. SIDEWALK <br />1' INSIDE ROW (TYP.) <br />R50'R60'30'B-B50' <br />ROW <br />4" PERF. PVC DRAINTILE (TYP.)SEE SHEET 7STMH 505 <br />END STREET AND SIDEWALK <br />CONSTRUCTION @ STA. 6+90 <br />FES 561 <br />FES 560 <br />2.9 CY CL3 RIPRAP <br />1.4 CY GRANULAR FILTER <br />131ST 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 />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />0+501+002+003+004+005+006+007+007+50 <br />PVI STA = 1+00.00 <br />PVI ELEV = 942.23 PVI STA = 5+30.73 <br />PVI ELEV = 940.80 <br />70.00' VC <br />L.P. ELEV = 939.85 <br />L.P. STA = 4+00.42 <br />PVI STA = 4+00.40 <br />PVI ELEV = 939.71 <br />A.D. = 1.68% <br />K = 41.69 <br />PVC = 3+65.40 <br />PVT = 4+35.40 <br />ELEV = 940.00 <br />ELEV = 940.00 <br />-0.84% <br />0.84%PVI STA = 1+00.00 <br />PVI ELEV = 939.36 <br />PVI STA = 7+14.97 <br />PVI ELEV = 942.39 <br />60.00' VC <br />L.P. ELEV = 939.06 <br />L.P. STA = 1+48.75 <br />PVI STA = 1+41.25 <br />PVI ELEV = 938.95 <br />A.D. = 1.60% <br />K = 37.50 <br />PVC = 1+11.25 <br />PVT = 1+71.25 <br />ELEV = 939.25 <br />ELEV = 939.130.60% <br />-1.00%942.23941.81941.39940.97940.55940.13939.85940.12940.54939.36939.06939.30939.60939.90940.20940.50940.80941.10941.40941.70942.00942.30CB 507 <br />IE (NW) = 934.66 <br />STA 21+32 <br />RE = 938.66 <br />D = 4.00 <br />CBMH 506 <br />(SEE BELOW) <br />STMH 609 <br />IE (E) = 935.60 <br />IE (S) = 934.46 <br />IE (W) = 934.26 <br />STA 1+09 <br />RE = 941.95 <br />D = 7.69 <br />CB 611 <br />IE (W) = 935.45 <br />STA 4+00 <br />RE = 939.45 <br />D = 4.00 <br />10' - 15" RCP <br />CL 5 @ 0.50% <br />CBMH 610 <br />IE (N) = 935.40 <br />IE (E) = 935.40 <br />STA 3+93 <br />RE = 939.46 <br />D = 4.06 <br />278' - 15" RCP <br />CL 5 @ 0.34% <br />25' - 15" RCP <br />CL 5 @ 0.50% <br />CB 509 <br />IE (W) = 935.32 <br />STA 2+70 <br />RE = 939.32 <br />D = 4.00 <br />CBMH 508 <br />(SEE ABOVE) <br />PROPOSED ℄ GRADE (TYP.) <br />PROPOSED ℄ SUBGRADE (TYP.) <br />PROPOSED ℄ GRADE (TYP.) <br />PROPOSED ℄ SUBGRADE (TYP.) <br />CBMH 506 <br />IE (N) = 934.63 <br />IE (SE) = 934.54 <br />IE (SW) = 934.54 <br />STA 1+49 <br />RE = 938.66 <br />D = 4.12 <br />113' - 15" RCP <br />CL 5 @ 0.50% <br />CBMH 508 <br />IE (E) = 935.20 <br />IE (S) = 935.20 <br />STA 2+70 <br />RE = 939.32 <br />D = 4.13 STMH 505 <br />IE (SE) = 933.93 <br />IE (NE) = 934.19 <br />IE (NW) = 933.93 <br />STA 0+90 <br />RE = 939.07 <br />D = 5.14 <br />58' - 15" RCP <br />CL 5 @ 0.60% <br />FES 560 <br />IE = 934.87 <br />FES 561 <br />IE = 935.20 <br />96' - 15" RCP <br />CL 5 @ 0.35% <br />15" STO <br />IE = 935.03 <br />CB 611 <br />CBMH 610 <br />STMH 609 <br />SURMOUNTABLE <br />CURB & GUTTER (TYP.) <br />ADJUST GV (TYP.) <br />ADJUST MH (TYP.) <br />R <br />4 <br />5 <br />' <br />R <br />6 <br />0 <br />'30'B-B50'ROW4" PERF. PVC DRAINTILE (TYP.)SEE SHEET 7Sheet: <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\0008463.06STF01.DWGLatest Revision Date: 01/15/21 <br />CONSTRUCTION PLANS <br />8 14 <br />St. Louis Park, MN 55416 <br />OP5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />Street and Storm Sewer <br />Construction Plan <br />Hugo, MN <br />01/15/21 <br />Adelaide Landing 6th <br />Addition ADELAIDE LANDING 6TH ADDITION 11.9 <br />0 <br />GENERAL NOTES <br />RADIUS TO BE B618 C. & G. WITH 10' TRANSITION <br />FROM SURMOUNTABLE CURB. <br />DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS. <br />ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE <br />NOTED. <br />PIPE LENGTHS SHOWN INCLUDE THE FLARED END <br />SECTION LENGTH. <br />THE CITY OF HUGO DOES NOT REQUIRE TRASH <br />GUARDS. <br />CASTING NOTES <br />CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' <br />BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE <br />SUMPED 0.05' BELOW PAVEMENT <br />ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL <br />DISTANCE TO THE WATERMAIN SHALL BE <br />CONSTRUCTED WITH POURED INPLACE INVERT & <br />SHALL UTILIZE WATER STOP GROUTING RINGS <br />NOTE <br />THE VERTICAL DATUM OF THIS PLAN IS BASED ON <br />THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US <br />SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM
The URL can be used to link to this page
Your browser does not support the video tag.