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BASIN <br /> O100 YR <br /> HWL <br /> = 914 <br />.88 <br />3 <br />1 <br />7 <br />1 <br />0 <br />0YR <br />100YR100YR100YR100YR1 <br />0 <br />0 <br />Y <br />R <br />10 <br />0 <br />Y <br />R <br />10 <br />0 <br />Y <br />R <br />10 <br />0 <br />Y <br />R <br />100 <br />Y <br />R <br />100YR100YR100YR100YR100YR100YR100YR100YR100YRWW <br />W <br />W W <br />W WW <br />W <br />W <br />W <br />W <br />SB-21 <br />353637383940>>>>>>>>>IIIIIIIII <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I>>II <br />I <br />II>II>II>II>II>PT=35+73.64PC=37+92.26PT=38+74.51323324FES-58A <br />I=913.50 <br />P-58 78'x12" @ 5.00%FES-58 <br />I=909.5812'' WATERMAIN12'' GV & BOX <br />R=914.51 <br />12''x8'' TEE <br />8'' GV & BOX <br />R=914.61 <br />12''x6'' TEE <br />6'' WATERMAIN <br />6'' GV & BOX <br />R=915.18 <br />5''x 7'-6'' HYDRANT <br />BREAK=915.47 <br />12''x11.25° BEND <br />8'' WATERMAIN <br />8''x11.25° BENDSP-17 <br /> 126 <br />'x10 <br />" <br /> @ <br /> 0 <br />.30% <br />S-17 <br />R=915.91 <br />I=906.98 (4'') FORCEMAIN <br />I=905.48 (10'') SP-17 <br />8'' WATERM <br />A <br />I <br />N <br />4''x11.25° BEND <br />4'' FORCEMAIN 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 />35+25915.3912.3935+50918.4912.5235+75920.5912.6836+00923.2912.9136+25926.0913.2236+50928.8913.6136+75930.8914.0437+00932.9914.4737+25934.2914.4837+50934.2914.4237+75934.0914.5038+00933.7914.6238+25932.4914.7038+50931.5914.7138+75923.8914.6739+00928.1914.5839+25923.5914.4339+50921.1914.2239+75916.2913.9540+00916.5913.6444.1' @ 1.73%35+52.51912.53913.6536+52.51PVI STA = 36+02.51 <br />PVI ELEV = 912.78 <br />L = 100.0' <br />K = 81.01 <br />A.D. = 1.23% <br />34.5' @ 0.50% <br />PVI STA = 38+89.26 <br />PVI ELEV = 915.08' <br />L = 200.0' <br />K = 111.12 <br />A.D. = 1.80%914.7138+44.8137+89.26914.58913.7839+89.26℄185TH AVENUEP-58 (12") <br />12''x8'' TEE <br />TOP=906.93 <br />8''x11.25° BEND <br />TOP=906.768'' GV & BOX <br />TOP=906.76 <br />8'' WATERMAIN <br />7.5' MIN. BURY DEPTH <br />NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <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 - 7.8 P&P - TRAILS (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 - 7.8 P&P - TRAILS (P2).DWG SAVED BY: TODD.KIRK 115OF <br />71 <br />- <br />2024-08-26 <br />22-26553 <br />71 PLANNED TRAIL CONSTRUCTION <br /> 300 26553 71 <br />ELK RIVER MINNESOTA <br />PLANNED TRAIL <br />CONSTRUCTION <br />0 <br />SCALE IN FEET <br />20 40 <br />TTK <br />TTK <br />JDF <br />NORTH SHORE TRAIL STATION 35+00 TO 40+25 <br />WATERS EDGE <br />WATERS EDGE <br />R200' <br />R500' <br />LOT LINE, TYP. <br />UTILITY EASEMENT, TYP. <br />BUILDING PAD, TYP. <br />BUILDING SETBACK, TYP.185TH AVERIGHT OF WAY, TYP.10' TRAILPage 223 of 294