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591>>>>>>>>IIIIIIIIIIII>>>>>>>>>>>>>>>>>>IIII>>>>>>>>>> <br />> <br />I I <br />I <br />I I1006 <br />1007 <br />21121221321421418" CAP <br />I=916.22 <br />P-18A 126'x18" @ 0.50%P-18A 126'x18" @ 0.50% <br />ST-17 <br />T/C=920.68 <br />F/L=920.18 <br />I=915.60 (15'') P-18 <br />I=915.60 (18'') P-18A <br />I=917.18 (6'') SUB <br />I=915.40 (18'') P-17 <br />P-17 25'x18" @ 1.50% <br />ST-16 <br />T/C=920.52 <br />F/L=920.02 <br />I=917.46 (6'') SUB <br />I=915.02 (18'') P-17 <br />I=914.82 (21'') P-16 P-16 262'x21" @ 0.70%P-18 33'x15" @ 0.90%ST-18 <br />T/C=920.64 <br />F/L=920.14 <br />I=916.10 (15'') P-19 <br />I=917.14 (6'') SUB <br />I=915.90 (15'') P-18 <br />P-19 23'x15" @ 1.00% <br />ST-19 <br />T/C=921.17 <br />F/L=920.67 <br />I=916.53 (15'') P-20 <br />I=917.67 (6'') SUB <br />I=916.33 (15'') P-19 <br />P-20 33'x1 <br />5 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />ST-20 <br />T/C=920.99 <br />F/L=920.49 <br />I=917.49 (6'') SUB <br />I=916.69 (15'') P-20 <br />SP-4 151'x10" @ 0.30%S-4 <br />R=920.74 <br />I=897.32 (10'') SP-5 <br />I=898.62 (8'') SP-19 <br />I=897.22 (10'') SP-4SP-19 180'x8" @ 2.00% <br />8" CAP <br />I=902.22 SP-5 200'x10" @ 0.30%5''x 7'-6'' HYDRANT <br />BREAK=921.21 <br />6'' WATERMAIN <br />8''x6'' REDUCER <br />8'' WATERMAIN <br />8''x11.25° BEND <br />8'' GV & BOX <br />R=920.68 <br />8''x8'' TEE <br />8'' GV & BOX <br />R=920.56 <br />8''x11.25° BEND8'' WATERMAIN8''x6'' TEE <br />6'' WATERMAIN <br />6'' GV & BOX <br />R=921.64 <br />5''x 7'-6'' HYDRANT <br />BREAK=921.93 <br />6" CAP <br />I=917.65 <br />6" CAP <br />I=917.65 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br />℄ <br />210+50918.1210+75918.9211+00917.2211+25913.8211+50912.8919.55211+75913.0921.11212+00913.2920.98212+25916.8920.86212+50919.9920.73212+75919.8920.61213+00917.2920.48213+25915.9920.74213+50914.8920.92213+75914.1922.05214+00915.0921.93214+25 214+50 214+75 215+00 215+25 <br />8''x8'' TEE <br />TOP=912.968''x6'' REDUCER <br />TOP=913.33 8''x11.25° BEND <br />TOP=912.73 <br />8'' GV & BOX <br />TOP=912.93 <br />6'' WATERMAIN <br />5''x 7'-6'' HYDRANT <br />8'' WATERMAIN <br />549.9' @ -0.50%STREET NAMEBEGIN STREET CONSTRUCTION <br />STA. 211+74.69 <br />ELEV. 921.11 <br />SP-19 180'x8" (SDR-2 <br />6 <br />) <br /> <br />@ <br />2 <br />. <br />0 <br />0 <br />% <br />8" CAP <br />I=902.22 <br />S-4 <br />R=920.74 <br />I=897.32 (10'') SP-5 <br />I=898.62 (8'') SP-19 <br />I=897.22 (10'') SP-4 <br />18" CAP <br />I=916.22 P-18A 126'x18" @0.50% <br />ST-17 <br />T/C=920.68 <br />F/L=920.18 <br />I=915.60 (15'') P-18 <br />I=915.60 (18'') P-18A <br />I=917.18 (6'') SUB <br />I=915.40 (18'') P-17 <br />NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <br />7.5' MIN. BURY DEPTH <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <br />PHASE 2 TIE-IN GRADING <br />FUTURE ROADWAY PROFILE <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 - 7.3 P&P - KENNEDY 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 - 7.3 P&P - KENNEDY ST (P2).DWG SAVED BY: TODD.KIRK 115OF <br />52 <br />- <br />2024-08-26 <br />22-26553 <br />52 PLANNED ROAD & UTILITY CONSTRUCTION <br /> 300 26553 52 <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 />KENNEDY ST STATION 210+25 TO 215+50 <br />LOT LINE, TYP.UTILITY EASEMENT, TYP. <br />BUILDING PAD, TYP. <br />BUILDING SETBACK, TYP. <br />KENNEDY ST <br />RIGHT OF WAY, TYP.185TH AVEINSULATION BOARD UNDER <br />STORM STRUCTURE <br />INSULATION BOARD UNDER <br />STORM STRUCTURE 10' TRAILPage 204 of 294