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ST-67, ST-66, ST-65, ST-64, ST-68, AND ST-69 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br />ST-64, ST-63, FES-63 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br />FES-71, ST-70, AND FES-70 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br />-0+50 -0+25 0+00915.5916.310+25916.4915.900+50916.6916.050+75916.8915.591+00916.4915.641+25916.9916.111+50918.2915.791+75916.9916.112+00917.0916.302+25 2+50 <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" @0.30% <br />ST-66 <br />T/C=916.47 <br />F/L=915.97 <br />I=911.80 (15'') P-67 <br />I=911.60 (18'') P-66 <br />P-66 20'x18" @0.30% <br />ST-65 <br />T/C=915.95 <br />F/L=915.45 <br />I=911.54 (18'') P-66 <br />I=911.34 (18'') P-65 <br />P-65 32'x18" @0.45% <br />ST-64 <br />T/C=915.95 <br />F/L=915.45 <br />I=911.19 (18'') P-65 <br />I=911.19 (24'') P-68 <br />I=910.99 (30'') P-64 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 />P-69 35'x21" @0.50% <br />ST-68 <br />T/C=916.20 <br />F/L=915.70 <br />I=911.60 (21'') P-69 <br />I=911.40 (24'') P-68 <br />P-68 40'x24" @0.50% <br />℄℄℄ROAD H185TH AVENUEROAD HP-73 (18'') <br />8'' WATER 12'' WATER 8'' WATER3.6'2.93'3.36'INSULATION BOARD UNDER <br />STORM STRUCTURE <br />INSULATION BOARD UNDER <br />STORM STRUCTURE <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <br />0+25918.6915.970+50916.0916.360+75909.0916.811+00914.6915.021+25918.2910.501+50 <br />ST-64 <br />T/C=915.95 <br />F/L=915.45 <br />I=911.19 (18'') P-65 <br />I=911.19 (24'') P-68 <br />I=910.99 (30'') P-64 <br />P-64 56'x30" @0.30% <br />ST-63 <br />R=916.83 <br />I=910.83 (30'') P-64 <br />I=910.63 (30'') P-63 <br />P-63 42'x30" @0.30% <br />FES-63 <br />I=910.50 <br />100 YR HIGH WATER LEVEL <br />PROPOSED GRADE, TYP. <br />EXISTING GRADE, TYP. <br />0+50913.4916.510+75908.6918.481+00908.0917.991+25908.0917.671+50914.0916.991+75917.4912.13FES-71 <br />I=916.30 <br />P-71 18'x18" @5.00%FES-70 <br />I=913.00 <br />P-70 104'x18" @0.50% <br />ST-70 <br />R=919.00 <br />I=915.40 (18'') P-71 <br />I=913.52 (18'') P-70 <br />12'' WATER <br />100 YR HIGH WATER LEVEL <br />100 YR HIGH WATER LEVEL <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <br />℄185TH AVENUEBRADFORD 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 - 7.9 X SECTIONS (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 - 7.9 X SECTIONS (P2).DWG SAVED BY: TODD.KIRK 115OF <br />86 <br />- <br />2024-08-26 <br />22-26553 <br />86 STORM SEWER CROSS SECTIONS <br /> 300 26553 86 <br />ELK RIVER MINNESOTA <br />STORM SEWER <br />CROSS SECTIONS <br />TTK <br />TTK <br />JDF <br />Page 238 of 294