Laserfiche WebLink
1 <br />OUTLOT F <br />1 <br />2IIIIIII>>>>> <br />> <br />I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I <br />>>III305234567P-31 49'x30" @ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />EX P-39B <br />I=913.58 <br />EX P-39B (30" <br />) <br />ST-31 <br />R=922.45 <br />I=914.02 (30'') P-32 <br />I=913.82 (30'') P-31 <br />P-32 101'x30" <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />EX ST-39A <br />R=928.04 <br />EX P-3 <br />9 <br />A ( <br />3 <br />6") <br />P-32 101'x30" <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />ST-32 <br />R=921.82 <br />I=914.73 (24'') P-33 <br />I=914.53 (30'') P-32 <br />P-33 88'x24" @ 0.50% <br />ST-33 <br />R=922.04 <br />I=915.37 (24'') P-34 <br />I=915.17 (24'') P-33 <br />P-34 89'x24" @ 0.50% <br />ST-34 <br />R=922.27 <br />I=916.02 (24'') P-35 <br />I=915.82 (24'') P-34 <br />P-35 109'x24" @ 0.50% <br />ST-35 <br />R=922.54 <br />I=916.57 (24'') P-35 <br />S-27 <br />R=928.45 <br />I=916.45 (8'') SP-27 <br />S <br />P <br />- <br />2 <br />7 <br /> <br />7 <br />7 <br />' <br />x <br />8 <br />" <br /> @ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />1 <br />2 <br />' <br />' <br /> WA <br />TERMA <br />IN <br />12''x11.25° BEND <br /> 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 />2+25928.3928.312+50923.7923.492+75924.2922.743+00924.7922.763+25925.6923.043+50927.6922.543+75930.8922.044+00933.4922.174+25934.3922.804+50935.3922.544+75936.4922.055+00937.1922.685+25936.4923.045+50936.0922.545+75935.4922.556+00935.2923.176+25934.9923.506+50934.7923.006+75934.0923.037+00932.8929.28P-31 49'x30" @0.50% <br />EX P-39B <br />I=913.58 <br />ST-31 <br />R=922.45 <br />I=914.02 (30'') P-32 <br />I=913.82 (30'') P-31 <br />P-32 101'x30" @0.50% <br />ST-32 <br />R=921.82 <br />I=914.73 (24'') P-33 <br />I=914.53 (30'') P-32 <br />P-33 88'x24" @0.50% <br />ST-33 <br />R=922.04 <br />I=915.37 (24'') P-34 <br />I=915.17 (24'') P-33 <br />P-34 89'x24" @0.50% <br />ST-34 <br />R=922.27 <br />I=916.02 (24'') P-35 <br />I=915.82 (24'') P-34 <br />P-35 109'x24" @0.50% <br />ST-35 <br />R=922.54 <br />I=916.57 (24'') P-35 <br />EX ST-39A <br />R=928.04 <br />EX P-39B 30" <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <br />CONNECT TO EXISTING SANITARY SEWER. <br />CONTRACTOR TO FIELD VERIFY SIZE, <br />DEPTH, AND LOCATION. <br />NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <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 />62 <br />- <br />2024-08-26 <br />22-26553 <br />62 PLANNED UTILITY CONSTRUCTION <br /> 300 26553 62 <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 />BLOCK 1 REAR YARD STATION 2+00 TO 7+25 <br />LOT LINE, TYP. <br />UTILITY EASEMENT, TYP. <br />BUILDING PAD, TYP. <br />BUILDING SETBACK, TYP.IVANHOE STRIGHT OF WAY, TYP.7.5' D&UPage 214 of 294