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P-60 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br />P-59 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br />ST-62, ST-61, AND FES-61 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br />ST-73, ST-72, AND FES-72 <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+25894.30+50902.1908.500+75902.2911.281+00901.6908.671+25895.31+50890.7℄185TH AVENUEPROPOSED GRADE, TYP. <br />EXISTING GRADE, TYP. <br />CENTER MINING PIT <br />MAINTAIN WATER LEVEL <br />NORTH MINING PIT <br />MAINTAIN WATER LEVEL <br />3.89'3.54'12'' WATER <br />4'' FORCEMAIN <br />P-59 60' 28"x18'' (ARCH) @1 <br />. <br />5 <br />0 <br />% <br />HW-59A <br />I=904.35 HW-59 <br />I=903.45 <br />0+25893.30+50900.6908.500+75903.8911.221+00901.3908.671+25894.91+50891.3PROPOSED GRADE, TYP. <br />EXISTING GRADE, TYP. <br />CENTER MINING PIT <br />MAINTAIN WATER LEVEL <br />NORTH MINING PIT <br />MAINTAIN WATER LEVEL <br />1.58'1.5'℄185TH AVENUEHW-60A <br />I=902.10 <br />P-60 60' 73"x45'' (ARCH) @1 <br />. <br />5 <br />0 <br />% <br />HW-60 <br />I=901.20 <br />0+25907.30+50906.9910.190+75907.9910.601+00907.2909.511+25904.0903.981+50900.7P-62 32'x21" @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-61 48'x30" @0.50% <br />18" CAP <br />I=903.42 <br />P-62A 24'x18" @0.50% <br />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 />FES-61 <br />I=902.50 <br />MINING PIT MAINTAIN <br />WATER LEVEL12'' WATER <br />4'' FORCEMAIN1.53'3.77'12'' WATER <br />4'' FORCEMAIN <br />℄185TH AVENUE2+00915.6915.602+25917.5916.092+50917.1916.432+75919.3915.793+00918.3912.973+25916.3911.32ST-73 <br />R=915.74 <br />I=908.51 (18'') P-73 <br />I=908.51 (18'') P-74 <br />P-73 47'x18" @0.50% <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" @0.50% <br />FES-72 <br />I=912.00P-69 (21'') <br />8'' WATER <br />℄ROAD H2.21'EXISTING GRADE, TYP. <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <br />PROPOSED GRADE, TYP. <br />100 YR HIGH WATER LEVEL <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 />85 <br />- <br />2024-08-26 <br />22-26553 <br />85 STORM SEWER CROSS SECTIONS <br /> 300 26553 85 <br />ELK RIVER MINNESOTA <br />STORM SEWER <br />CROSS SECTIONS <br />TTK <br />TTK <br />JDF <br />Page 237 of 294