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FES-49, ST-48, AND FES-48 <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 />FES-58A AND FES-58 <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-55, ST-54, AND ST-51 <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-41 AND ST-40 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br /> 940 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br /> 940 <br />-0+25 0+00928.8930.620+25929.2929.880+50929.8929.820+75 1+00 <br />℄186TH AVENUEST-41 <br />T/C=930.24 <br />F/L=929.74 <br />I=926.74 (6'') SUB <br />I=925.84 (15'') P-41 <br />P-41 32'x15" @0.50% <br />ST-40 <br />T/C=930.23 <br />F/L=929.73 <br />I=925.68 (15'') P-41 <br />I=926.73 (6'') SUB <br />I=925.48 (15'') P-40 <br />8'' WATER <br />SP-28 (8")3.2'PROPOSED GRADE, TYP.EXISTING GRADE, TYP. <br />0+50905.9910.000+75910.2912.901+00917.1911.531+25911.8909.651+50907.6908.001+75901.3℄NORTH SHORE TRAILP-48 85'x18" @1.50% <br />FES-48 <br />I=905.00 <br />ST-48 <br />R=912.76 <br />I=909.17 (18'') P-49 <br />I=906.28 (18'') P-48 <br />P-49 <br />2 <br />8 <br />' <br />x <br />1 <br />8 <br />" <br /> <br />@ <br />7 <br />. <br />0 <br />0 <br />% <br />FES-49 <br />I=911.10 <br />MINING PIT MAINTAIN WATER LEVEL <br />100 YR HIGH WATER LEVEL <br />0+00933.4922.370+25933.5922.400+50933.7922.390+75933.7922.311+00933.4922.471+25 <br />ST-55 <br />T/C=922.75 <br />F/L=922.25 <br />I=919.25 (6'') SUB <br />I=918.25 (15'') P-55 <br />P-55 30'x15" @0.50% <br />ST-54 <br />T/C=922.44 <br />F/L=921.94 <br />I=918.10 (15'') P-55 <br />I=918.94 (6'') SUB <br />I=917.90 (15'') P-54 <br />P-54 32'x15" @0.50% <br />ST-51 <br />T/C=922.34 <br />F/L=922.01 <br />I=917.84 (15'') P-52 <br />I=917.74 (15'') P-54 <br />I=918.84 (6'') SUB <br />I=917.54 (18'') P-51 <br />12'' WATER8'' WATER3.04'3.09'INSULATION BOARD UNDER <br />STORM STRUCTURE <br />INSULATION BOARD UNDER <br />STORM STRUCTURE <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <br />℄℄185TH AVENUEGRANT STREET0+25931.5912.000+50931.3912.000+75924.1914.591+00923.8914.131+25913.41+50907.9PROPOSED GRADE, TYP. <br />EXISTING GRADE, TYP. <br />100 YR HIGH WATER LEVEL <br />℄NORTH SHORE TRAILFES-58A <br />I=913.50 <br />P-58 78' <br />x <br />1 <br />2 <br />" <br /> <br />@ <br />5 <br />. <br />0 <br />0 <br />% <br />FES-58 <br />I=909.58 <br />8'' WATER5.79'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 />84 <br />- <br />2024-08-26 <br />22-26553 <br />84 STORM SEWER CROSS SECTIONS <br /> 300 26553 84 <br />ELK RIVER MINNESOTA <br />STORM SEWER <br />CROSS SECTIONS <br />TTK <br />TTK <br />JDF <br />Page 236 of 294