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6 <br />3 <br />9 <br />8 <br />1 <br />0 <br />7458 1 <br />0 <br />1 <br />1 <br />9WETWET>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I I I <br />I <br />I <br />I I I I IIIIII>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>>>>>>>>>>I I I I I I I I>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIII10111012101310141015P-15 15 <br />2 <br />' <br />x <br />2 <br />4 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />9 <br />0 <br />% <br />SP <br />- <br />6 <br /> <br />2 <br />3 <br />6 <br />' <br />x <br />1 <br />0 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />3 <br />0 <br />% <br />P-1 <br />5 <br /> <br />1 <br />5 <br />2 <br />' <br />x <br />2 <br />4 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />9 <br />0 <br />% <br />ST-14 <br />T/C=916.23 <br />F/L=915.73 <br />I=911.42 (24'') P-15 <br />I=911.22 (24'') P-14 <br />S-6 <br />R=916.37 <br />I=898.83 (10'') SP-7 <br />I=898.73 (10'') SP-6 <br />SP-7 1 <br />4 <br />1 <br />' <br />x <br />1 <br />0 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />3 <br />0 <br />% <br />P-14 14 <br />9 <br />' <br />x <br />2 <br />4 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />8 <br />0 <br />% <br />ST-13 <br />T/C=914.97 <br />F/L=914.47 <br />I=910.03 (24'') P-14 <br />I=911.47 (6'') SUB <br />I=909.83 (24'') P-13 <br />P-13 32'x24" @ 1.00%ST-12 <br />T/C=914.97 <br />F/L=914.47 <br />I=909.50 (24'') P-13 <br />I=911.47 (6'') SUB <br />I=909.30 (24'') P-12 <br />SP-8 350'x10" @ 0.30%P-12 177'x24" @ 1.87%S-7 <br />R=915.04 <br />I=899.35 (10'') SP-8 <br />I=899.25 (10'') SP-7 <br />S-8 <br />R=921.27 <br />I=900.50 (10'') SP-9 <br />I=900.40 (10'') SP-8 <br />SP-9 194'x10" @ <br />0 <br />. <br />3 <br />0 <br />%8''x11.25° BEND <br />8''x11.25° BEND <br />8''x11.25° BEND <br />8'' WATERMAIN <br />8''x6'' TEE <br />6'' WATERMAIN <br />6'' GV & BOX <br />R=915.34 <br />5''X 7'-6'' HYDRANT <br />R=915.38 <br />8''x8'' TEE 8'' GV & BOX <br />R=918.718'' WATERMAINCO-10 <br />R=921.56 <br />I=918.06 (6'') SUB <br />CO-9 <br />R=921.56 <br />I=918.06 (6'') SUB <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 />1010+75906.9916.161011+00906.3915.911011+25906.0915.661011+50906.0915.411011+75905.9915.171012+00905.8915.021012+25905.6914.981012+50905.2915.041012+75904.7915.221013+00904.9915.501013+25904.8915.891013+50904.7916.401013+75904.8917.001014+00904.8917.631014+25905.0918.251014+50904.8918.881014+75905.0919.501015+00905.0920.131015+25905.4920.751015+50905.4921.37179.3' @ 2.50%1011+65.33915.26916.761013+65.33PVI STA = 1015+94.67 <br />PVI ELEV = 922.50' <br />L = 100.0' <br />K = 33.33 <br />A.D. = 3.00% <br />PVI STA = 1012+65.33 <br />PVI ELEV = 914.26 <br />L = 200.0' <br />K = 57.14 <br />A.D. = 3.50% <br />914 <br />. <br />9 <br />8 <br />101 <br />2 <br />+ <br />2 <br />2 <br />. <br />4 <br />7 1015+44.67921.25ST-14 <br />T/C=916.23 <br />F/L=915.73 <br />I=911.42 (24'') P-15 <br />I=911.22 (24'') P-14 <br />P-14 149'x24" @0.80% <br />ST-13 <br />T/C=914.97 <br />F/L=914.47 <br />I=910.03 (24'') P-14 <br />I=911.47 (6'') SUB <br />I=909.83 (24'') P-13 <br />S-6 <br />R=916.37 <br />I=898.83 (10'') SP-7 <br />I=898.73 (10'') SP-6 <br />SP-7 141'x10" (SDR-35) @0.30% <br />S-7 <br />R=915.04 <br />I=899.35 (10'') SP-8 <br />I=899.25 (10'') SP-7 <br />S-8 <br />R=921.27 <br />I=900.50 (10'') SP-9 <br />I=900.40 (10'') SP-8 <br />SP-8 350'x10" (SDR-26) @0.30% <br />8''x6'' TEE <br />TOP=907.57 8'' WATERMAIN <br />8''x11.25° BEND <br />TOP=908.04 8''x11.25° BEND <br />TOP=907.23 <br />8''x8'' TEE <br />TOP=910.94 <br />8''x11.25° BEND <br />TOP=913.77 <br />NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <br />7.5' MIN. BURY DEPTH <br />PROPOSED GRADE, TYP. <br />EXISTING GRADE, TYP. <br />900.6' @ -1.00% <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 - 7.2 P&P - 185TH AVE (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 - 7.2 P&P - 185TH AVE (P2).DWG SAVED BY: TODD.KIRK 115OF <br />50 <br />- <br />2024-08-26 <br />22-26553 <br />50 PLANNED ROAD & UTILITY CONSTRUCTION <br /> 300 26553 50 <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 1010+50 TO 1015+75 <br />LOT LINE, TYP. <br />UTILITY EASEMENT, TYP. <br />BUILDING PAD, TYP. <br />BUILDING SETBACK, TYP. <br />RIGHT OF WAY, TYP. <br />185TH AVE <br />20' D&U <br />Page 202 of 294