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6 13128111079 <br />9 <br />6 <br />12781110 13 >>>>>>>>>>>>>>>>>>>>>>>>>>>II <br />I <br />I I I I I I I I I I I <br />I <br />I I I I I I I I I I I I <br />> <br />> <br />>>>>>>>>>>>>>>>>>>>>>> <br />I <br />I >>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIII3143153163173183198'' GV & BOX <br />R=927.27 <br />12''x8'' TEE <br />12''x11.25° BEND <br />12'' GV & BOX <br />R=927.12 <br />12''x11.25° BEND <br />12''x11.25° BEND <br />12'' WATERMAIN <br />12''x6'' TEE <br />6'' WATERMAIN <br />6'' GV & BOX <br />R=924.83 <br />5''x 7'-6'' HYDRANT <br />BREAK=925.12 <br />SP- <br />1 <br />2 <br /> <br />6 <br />9 <br />' <br />x <br />1 <br />0 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />3 <br />0 <br />% <br />S-12 <br />R=927.03 <br />I=902.54 (10'') SP-13 <br />I=902.44 (10'') SP-12 <br />SP-13 88'x1 <br />0 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />3 <br />0 <br />% <br />S-13 <br />R=926.31 <br />I=902.91 (10'') SP-14 <br />I=902.81 (10'') SP-13 <br />SP-14 279'x10" @ 0.30% <br />ST-53 <br />T/C=925.24 <br />F/L=924.74 <br />I=921.74 (6'') SUB <br />I=920.74 (15'') P-53 <br />P- <br />5 <br />3 <br /> <br />4 <br />8 <br />' <br />x <br />1 <br />5 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />ST-52 <br />T/C=924.95 <br />F/L=924.45 <br />I=920.50 (15'') P-53 <br />I=921.45 (6'') SUB <br />I=920.30 (15'') P-52 <br />P-52 352'x15" @ 0.70% <br />S-14 <br />R=924.04 <br />I=903.85 (10'') SP-15 <br />I=903.75 (10'') SP-14 <br />SP-15 279'x10" @ 0.30% <br />CO-20 <br />R=927.53 <br />I=924.03 (6'') SUB <br />CO-19 <br />R=927.43 <br />I=923.93 (6'') SUB <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br />314+25930.0927.14314+50930.8926.94314+75931.8926.73315+00933.2926.53315+25934.4926.33315+50935.4926.12315+75935.3925.92316+00934.5925.72316+25933.9925.51316+50933.3925.31316+75933.0925.11317+00932.5924.90317+25932.4924.70317+50932.4924.50317+75931.9924.29318+00931.8924.09318+25931.6923.89318+50931.5923.69318+75931.8923.48319+00932.0923.28579.0' @ -0.81%927.30314+05.40ST-53 <br />T/C=925.24 <br />F/L=924.74 <br />I=921.74 (6'') SUB <br />I=920.74 (15'') P-53 <br />P-53 48'x15" @0.50% <br />P-52 352'x15" @0.70% <br />ST-52 <br />T/C=924.95 <br />F/L=924.45 <br />I=920.50 (15'') P-53 <br />I=921.45 (6'') SUB <br />I=920.30 (15'') P-52 <br />SP-14 279'x10" (SDR-26) @0.30% <br />SP-15 279'x10" (SDR-26) @0.30% <br />SP-12 69'x10" (SDR-26) @0.30% <br />S-12 <br />R=927.03 <br />I=902.54 (10'') SP-13 <br />I=902.44 (10'') SP-12 <br />SP-13 88'x10" (SDR-26) @0.30% <br />S-13 <br />R=926.31 <br />I=902.91 (10'') SP-14 <br />I=902.81 (10'') SP-13 S-14 <br />R=924.04 <br />I=903.85 (10'') SP-15 <br />I=903.75 (10'') SP-14 <br />12'' WATERMAIN <br />12''x11.25° BEND <br />TOP=919.12 <br />12''x11.25° BEND <br />TOP=918.76 12''x6'' TEE <br />TOP=916.95 <br />NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <br />7.5' MIN. BURY DEPTH <br />3.02'INSULATION BOARD UNDER <br />STORM STRUCTURE <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 - 7.4 P&P - IVANHOE ST (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 - 7.4 P&P - IVANHOE ST (P2).DWG SAVED BY: TODD.KIRK 115OF <br />55 <br />- <br />2024-08-26 <br />22-26553 <br />55 PLANNED ROAD & UTILITY CONSTRUCTION <br /> 300 26553 55 <br />ELK RIVER MINNESOTA <br />PLANNED ROAD & <br />UTILITY <br />CONSTRUCTION <br />0 <br />SCALE IN FEET <br />20 40 <br />TTK <br />TTK <br />JDF <br />185TH AVE STATION 314+00 TO 319+25 <br />LOT LINE, TYP. <br />UTILITY EASEMENT, TYP. <br />BUILDING PAD, TYP. <br />BUILDING SETBACK, TYP. <br />RIGHT OF WAY, TYP. <br />INSULATION BOARD UNDER <br />STORM STRUCTURE <br />185TH AVE <br />Page 207 of 294