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ST-9 AND FES-9 <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 />ST-19 AND ST-20 <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 />ST-7 AND ST-6 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br />ST-5 AND ST-6A <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br />-0+25 0+00928.2922.080+25927.4921.630+50926.9921.610+75 1+00 <br />ST-5 <br />T/C=924.49 <br />F/L=923.99 <br />I=914.15 (18'') P-6 <br />I=919.85 (15'') P-6A <br />I=920.99 (6'') SUB <br />I=913.95 (21'') P-5 <br />ST-6A <br />T/C=924.51 <br />F/L=924.01 <br />I=921.01 (6'') SUB <br />I=920.01 (15'') P-6A <br />P-6A 33'x15" @0.50% <br />℄185TH AVENUE8'' WATER <br />PROPOSED GRADE, TYP. <br />EXISTING GRADE, TYP. <br />INSULATION BOARD UNDER <br />STORM STRUCTURE3.08'0+25932.3919.170+50929.8919.730+75928.3920.231+00927.9920.731+25928.9921.231+50930.6921.73ST-6 <br />R=923.36 <br />I=915.19 (18'') P-7 <br />I=914.99 (18'') P-6 <br />P-7 141'x18" @0.65% <br />ST-7 <br />R=919.05 <br />I=916.11 (18'') P-7 <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <br />-0+25 0+00921.3922.420+25918.9920.800+50916.4920.720+75 1+00 <br />ST-20 <br />T/C=920.99 <br />F/L=920.49 <br />I=917.49 (6'') SUB <br />I=916.69 (15'') P-20 <br />P-20 33'x15" @0.50% <br />ST-19 <br />T/C=921.17 <br />F/L=920.67 <br />I=916.53 (15'') P-20 <br />I=917.67 (6'') SUB <br />I=916.33 (15'') P-19 <br />℄185th AVENUE8'' WATER <br />INSULATION BOARD UNDER <br />STORM STRUCTURE <br />PROPOSED GRADE, TYP. <br />EXISTING GRADE, TYP.3.26'-0+25 0+00913.5916.740+25912.1915.410+50911.50+75 1+00 <br />FES-9 <br />I=911.41 <br />P-9 27'x18" @0.50% <br />ST-9 <br />R=914.67 <br />I=911.55 (18'') P-9 <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <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 - 7.9 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 />79 <br />- <br />2024-08-26 <br />22-26553 <br />79 STORM SEWER CROSS SECTIONS <br /> 300 26553 79 <br />ELK RIVER MINNESOTA <br />STORM SEWER <br />CROSS SECTIONS <br />TTK <br />TTK <br />JDF <br />Page 231 of 294