My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4.14 SR 10-21-2024
ElkRiver
>
City Government
>
City Council
>
Council Agenda Packets
>
2021 - 2030
>
2024
>
10-21-2024 and Closed
>
4.14 SR 10-21-2024
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/25/2024 8:42:15 AM
Creation date
11/25/2024 8:42:15 AM
Metadata
Fields
Template:
City Government
type
SR
date
10/21/2024
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
128
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
CENTE <br />R <br /> <br />P <br />I <br />T <br />NWL = 902. <br />2 <br />7 <br />100 Y <br />R <br /> <br />H <br />W <br />L <br /> <br />= <br /> <br />902.33WWWW WWWWWWW W W <br />W <br />WWWWWW <br />WWWWW <br />W <br />W >>>>>>>>I <br />I <br />I <br />I <br />I <br />I I I I I I I I I I I I I I I I I I I I I I <br />>>>>>> <br />>> <br />>> <br />II <br />II>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III>II>II>II>II>II>II>II>II>II>II>II>II>II>II>I <br />I <br />32432532632732812'' WATERMAIN <br />12''x11.25° BEND <br />P-59 60' 28"x18'' @ 1.50%P-60 60' 73"x45'' @ 1.50%HW-59A <br />I=904.35 <br />HW-60A <br />I=902.10 <br />HW-59 <br />I=903.45 <br />HW-60 <br />I=901.20 <br />FES-61 <br />I=902.50 <br />P-61 48'x30" @ 0.50% <br />ST-61 <br />T/C=910.81 <br />F/L=910.31 <br />I=902.94 (21'') P-62 <br />I=906.06 (18'') P-74 <br />I=907.31 (6'') SUB <br />I=902.74 (30'') P-61 <br />P-74 189'x18" @ 1.30%P-62 32'x21" @ 0.50%ST-62 <br />T/C=910.81 <br />F/L=910.31 <br />I=903.30 (18'') P-62A <br />I=907.31 (6'') SUB <br />I=903.10 (21'') P-62 <br />P-62A 24'x18" @ 0.50% <br />18" CAP <br />I=903.42 <br />18" CAP <br />I=912.55 <br />P-69A 27'x18" @ 2.20% <br />ST-69 <br />T/C=916.50 <br />F/L=916.00 <br />I=911.97 (18'') P-69A <br />I=911.77 (21'') P-69 <br />ST-73 <br />R=915.74 <br />I=908.51 (18'') P-73 <br />I=908.51 (18'') P-74 <br />P- <br />7 <br />3 <br /> <br />4 <br />7 <br />' <br />x <br />1 <br />8 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />ST-67 <br />T/C=916.27 <br />F/L=915.77 <br />I=911.91 (15'') P-67 <br />P-67 35'x15" <br /> <br />@ <br /> <br />0 <br />. <br />3 <br />0 <br />% <br />LS-1 <br />R=909.25 <br />I=881.12 (8'') SP-32 <br />SP-32 45'x8" @ 0.40% <br />S-32 <br />R=910.71 <br />I=881.40 (8'') SP-33 <br />I=881.30 (8'') SP-32 <br />SP-33 183'x8" @ 0.40% <br />S-33 <br />R=915.75 <br />I=884.13 (8'') SP-35 <br />I=882.23 (8'') SP-34 <br />I=882.13 (8'') SP-33 <br />4''x22.5° BEND <br />4''x45° BEND4'' FORCEMAIN <br />ST-67 <br />T/C=916.27 <br />F/L=915.77 <br />I=911.91 (15'') P-67 <br />P-67 35'x15" <br /> <br />@ <br /> <br />0 <br />. <br />3 <br />0 <br />%SP-35 103'x8" @ 5.00%P-69 35'x21" @ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />P-73 47'x18" @ 0.50%SP-34 79'x8" @ 0.40%8" CAP <br />I=882.55 <br />T/C=916.20 <br />F/L=915.70 <br />I=911.60 (21'') P-69 <br />I=911.40 (24'') P-68P-68 40'x24" @ 0.50 <br />% <br />ST-72 <br />R=916.35 <br />I=911.72 (18'') P-72 <br />I=908.75 (18'') P-73 <br />P-72 57'x18" <br /> <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />12''x8'' CROSS <br />12'' GV & BOX <br />R=915.73 <br />8'' GV & BOX <br />R=915.65 <br />8'' GV & BOX <br />R=915.838'' WATERMAIN12''x22.5° BEND <br />S-33 <br />R=915.75 <br />I=884.13 (8'') SP-35 <br />I=882.23 (8'') SP-34 <br />I=882.13 (8'') SP-33 <br /> 880 <br /> 885 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 880 <br /> 885 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br />323+75919.0912.60324+00907.2912.11324+25905.0911.81324+50904.6911.66324+75903.9911.54325+00903.1911.41325+25904.3911.29325+50905.0911.16325+75904.7911.04326+00904.6910.91326+25905.3910.79326+50907.7910.67326+75910.1910.80327+00911.8911.28327+25911.9912.09327+50914.6913.25327+75914.3914.43328+00914.7915.31328+25916.5915.84328+50916.2916.0316.2' @ 5.0 <br />0 <br />% <br />207.6' @ -0.50%326+43.98910.69912.94327+43.98911.73324+36.33PVI STA = 328+10.20 <br />PVI ELEV = 916.26' <br />L = 100.0' <br />K = 18.18 <br />A.D. = 5.50% <br />PVI STA = 326+93.98 <br />PVI ELEV = 910.44 <br />L = 100.0' <br />K = 18.18 <br />A.D. = 5.50% <br />PVI STA = 323+61.33 <br />PVI ELEV = 912.11 <br />L = 150.0' <br />K = 33.33 <br />A.D. = 4.50% <br />910 <br />. <br />6 <br />7 <br />326 <br />+ <br />5 <br />3 <br />. <br />0 <br />7 916.03328+51.11327+60.20913.76916.01328+60.20P-60 (73'') <br />P-59 (28'') <br />12'' WATERMAIN <br />12''x11.25° BEND <br />TOP=905.67 <br />12''x22.5° BEND <br />TOP=908.09 <br />NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <br />7.5' MIN. BURY DEPTH <br />PROPOSED GRADE, TYP. <br />EXISTING GRADE, TYP.3.76'1.5'4''x45° BEND <br />TOP=898.64 4''x22.5° BEND <br />TOP=898.49 <br />4'' FORCEM <br />A <br />I <br />N <br />S-33 <br />R=915.75 <br />I=884.13 (8'') SP-35 <br />I=882.23 (8'') SP-34 <br />I=882.13 (8'') SP-33 <br />SP-32 45'x8" (CL 52) @0.40% <br />LS-1 <br />R=909.25 <br />I=881.12 (8'') SP-32 <br />S-32 <br />R=910.71 <br />I=881.40 (8'') SP-33 <br />I=881.30 (8'') SP-32 <br />SP-33 183'x8" (CL 52) @0.40% <br />ST-61 <br />T/C=910.81 <br />F/L=910.31 <br />I=902.94 (21'') P-62 <br />I=906.06 (18'') P-74 <br />I=907.31 (6'') SUB <br />I=902.74 (30'') P-61 <br />P-74 189'x18" @1.30% <br />ST-73 <br />R=915.74 <br />I=908.51 (18'') P-73 <br />I=908.51 (18'') P-74 <br />BRADFORD PARK <br />DEVELOPMENT <br />(PHASE 2) <br />LENNAR HOMES <br />LIC. NO.DATE <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />JERREMY D. FOSS <br />xxxx-xx-xx 55871 <br />NOTE: <br />THE CLARITY OF THESE PLANS DEPEND <br />UPON COLOR COPIES. IF THIS TEXT DOES <br />NOT APPEAR IN COLOR, THIS IS NOT AN <br />ORIGINAL PLAN SET AND MAY RESULT IN <br />MISINTERPRETATION. <br />26553 - 7.4 P&P - IVANHOE ST (P2) <br />DATE <br />REVISION SCHEDULE <br />DESCRIPTION BY <br />SHEET <br />TITLE <br />PROJECT <br />WITHOUT PRIOR WRITTEN CONSENT. <br />INC. AND MAY NOT BE USED, COPIED OR DUPLICATED <br />THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, <br />PROJECT NO. <br />FILE NAME <br />DESIGNED BY <br />ORIGINAL ISSUE DATE <br />DRAWN BY <br />CLIENT PROJECT NO. <br />REVIEWED BY <br />DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 7.4 P&P - IVANHOE ST (P2).DWG SAVED BY: TODD.KIRK 115OF <br />57 <br />- <br />2024-08-26 <br />22-26553 <br />57 PLANNED ROAD & UTILITY CONSTRUCTION <br /> 300 26553 57 <br />ELK RIVER MINNESOTA <br />PLANNED ROAD & <br />UTILITY <br />CONSTRUCTION <br />0 <br />SCALE IN FEET <br />20 40 <br />TTK <br />TTK <br />JDF <br />185TH AVE STATION 323+50 TO 328+75 <br />FUTURE TRANSFORMER AND <br />CONTROL PANEL LOCATIONS <br />FUTURE VALVE VAULT. CAP <br />FORCEMAIN AT THIS LOCATION <br />FOR FUTURE CONNECTION <br />SHEET PILING RETAINING WALL <br />SHEET PILING RETAINING WALL <br />BLOCK RETAINING WALL <br />BLOCK RETAINING WALL34'24'R20' <br />R20' <br />R20' <br />R20' <br />115' <br />209.16' <br />209.16' <br />190' <br />R20' <br />R20' <br />R20' <br />R20' <br />Page 209 of 294
The URL can be used to link to this page
Your browser does not support the video tag.