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10 32413210100YR100YR100YR100YR100YR100YR100YR>>>>>>>IIIIIIII <br />I>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIII I <br />1 <br />0 <br />2 <br />1 <br />1 <br />0 <br />2 <br />13123130123 45FES-36 <br />I=912.00 <br />P- <br />3 <br />6 <br /> <br />4 <br />4 <br />' <br />x <br />3 <br />6 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />3 <br />0 <br />% <br />ST-36 <br />R=917.58 <br />I=912.33 (36'') P-37 <br />I=912.13 (36'') P-36 <br />P-37 146'x36" @ 0.30% <br />ST-37 <br />T/C=927.16 <br />F/L=926.66 <br />I=922.58 (18'') P-38 <br />I=912.97 (30'') P-42 <br />I=923.66 (6'') SUB <br />I=912.77 (36'') P-37 P-38 173'x18" @ 1.00%P-42 32'x30" @ 0.30% <br />ST-42 <br />T/C=927.16 <br />F/L=926.66 <br />I=913.27 (30'') P-43 <br />I=923.66 (6'') SUB <br />I=913.07 (30'') P-42 <br />P-43 146'x30" @ 0.30% <br />ST-43 <br />R=918.00 <br />I=913.90 (21'') P-44 <br />I=913.70 (30'') P-43 P-44 <br />1 <br />3 <br />5 <br />' <br />x <br />2 <br />1 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />3 <br />0 <br />% <br />S-20 <br />R=927.44 <br />I=905.63 (8'') SP-21 <br />I=905.53 (8'') SP-20 SP-21 74'x8" @ 5.00%S-21 <br />R=927.17 <br />I=909.42 (8'') SP-22 <br />I=909.32 (8'') SP-21 SP-22 120'x8" @ 3.05%12''x11.25° BEND <br />12''x11.25° BEND12'' WATERMAIN 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br /> 940 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br /> 940 <br />0+00918.5912.000+25919.4913.280+50919.5916.590+75921.7918.371+00924.2919.311+25927.1920.361+50931.2922.941+75932.9923.482+00933.6927.332+25933.4927.142+50931.5927.292+75929.8926.983+00929.0926.653+25929.1925.123+50929.3923.433+75929.7920.364+00930.8918.244+25932.4918.744+50934.4919.244+75935.5918.83INSULATION BOARD BETWEEN STORM <br />STRUCTURE AND WATERMAIN <br />℄IVANHOE STREETFES-36 <br />I=912.00 <br />P-36 44'x36" @0.30% <br />ST-36 <br />R=917.58 <br />I=912.33 (36'') P-37 <br />I=912.13 (36'') P-36 <br />P-37 146'x36" @0.30% <br />ST-37 <br />T/C=927.16 <br />F/L=926.66 <br />I=922.58 (18'') P-38 <br />I=912.97 (30'') P-42 <br />I=923.66 (6'') SUB <br />I=912.77 (36'') P-37 <br />ST-42 <br />T/C=927.16 <br />F/L=926.66 <br />I=913.27 (30'') P-43 <br />I=923.66 (6'') SUB <br />I=913.07 (30'') P-42 <br />P-42 32'x30" @0.30%P-43 146'x30" @0.30% <br />ST-43 <br />R=918.00 <br />I=913.90 (21'') P-44 <br />I=913.70 (30'') P-43 <br />P-44 135'x21" @0.30% <br />SP-21 (8") <br />NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <br />EXISTING 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 - 7.7 P&P - REAR YARDS (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 - 7.7 P&P - REAR YARDS (P2).DWG SAVED BY: TODD.KIRK 115OF <br />63 <br />- <br />2024-08-26 <br />22-26553 <br />63 PLANNED UTILITY CONSTRUCTION <br /> 300 26553 63 <br />ELK RIVER MINNESOTA <br />PLANNED UTILITY <br />CONSTRUCTION <br />0 <br />SCALE IN FEET <br />20 40 <br />TTK <br />TTK <br />JDF <br />LOT LINE, TYP. <br />UTILITY EASEMENT, TYP. <br />BUILDING PAD, TYP. <br />BUILDING SETBACK, TYP. <br />RIGHT OF WAY, TYP.IVANHOE STINSULATION BOARD UNDER <br />STORM STRUCTURE <br />BLOCK 2 REAR YARD STATION -0+25 TO 5+00 20' D&UPage 215 of 294