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4.14 SR 10-21-2024
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4.14 SR 10-21-2024
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11/25/2024 8:42:15 AM
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10/21/2024
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4 <br />3 <br />5 <br />5 <br />6 <br />9 <br />8 <br />7 <br />7 <br />117118>>>>>>>>>>>>>>>>>>>>>>>>>>III <br />I I I I 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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III <br />I <br />I <br />I <br />>>>>>>>>>>>I <br />I <br />IIIIIIIIIIII I <br />I <br />I IS-1 <br />R=924.43 <br />I=895.45 (10'') SP-2 <br />I=895.45 (8'') SP-18 <br />I=895.35 (10'') SP-1 <br />SP-18 88'x8" @ 0.40%8" CAP <br />I=895.81 <br />SP-2 168' <br />x <br />1 <br />0 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />3 <br />0 <br />% <br />ST-4A <br />T/C=924.36 <br />F/L=923.86 <br />I=920.86 (6'') SUB <br />I=920.06 (15'') P-4A <br />P-4 60'x21" @ 0.50%ST-4 <br />T/C=924.53 <br />F/L=924.03 <br />I=913.70 (21'') P-5 <br />I=921.03 (6'') SUB <br />I=913.50 (21'') P-4 <br />P-5 50'x21" @ 0.50% <br />ST-5 <br />T/C=924.49 <br />F/L=923.99 <br />I=914.15 (18'') P-6 <br />I=919.85 (15'') P-6A <br />I=920.99 (6'') SUB <br />I=913.95 (21'') P-5 <br />P-6A 33'x15" @ 0.50% <br />ST-6A <br />T/C=924.51 <br />F/L=924.01 <br />I=921.01 (6'') SUB <br />I=920.01 (15'') P-6A <br />P-6 128'x18" <br />@ <br /> <br />0 <br />. <br />6 <br />5 <br />% <br />8''x45° BEND <br />8''x45° BEND <br />8''x45° BEND <br />8''x45° BEND <br />8''x11.25° BEND <br />8''x8'' TEE <br />8'' GV & BOX <br />R=924.36 <br />8'' GV & BOX <br />R=924.28 <br />8''x6'' REDUCER <br />6'' WATERMAIN <br />5''x 7'-6'' HYDRANT <br />BREAK=925.12 <br />8''x11.25° BEND <br />8''x6'' TEE <br />6'' WATERMAIN <br />6'' GV & BOX <br />R=924.47 <br />5''x 7'-6'' HYDRANT <br />BREAK=924.781001 10021003100410051006ST-6 <br />R=923.36 <br />I=915.19 (18'') P-7 <br />I=914.99 (18'') P-6P-7 141'x18" @ 0.65%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 P- <br />2 <br />0 <br /> <br />3 <br />3 <br />' <br />x <br />1 <br />5 <br />" <br /> @ <br /> <br />0 <br />.5 <br />0% <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 />S-2 <br />R=924.29 <br />I=896.06 (10'') SP-3 <br />I=895.96 (10'') SP-2 <br />SP-3 202'x10" @ 0.30% <br />S-3 <br />R=922.25 <br />I=896.76 (10'') SP-4 <br />I=896.66 (10'') SP-3 <br />SP-4 151' <br />x <br />1 <br />0 <br />" <br />@ <br />0. <br />3 <br />0 <br />% <br />8''x11.25° BEND <br />8'' WATERMAIN <br />8''x11.25° BEND <br />8''x11.25° BEND <br />8''x6'' TEE <br />6'' WATERMAIN <br />6'' GV & BOX <br />R=921.64 <br />5''x 7'-6'' HYDRANT <br />BREAK=921.93 <br />CO-3 <br />R=925.06 <br />I=921.56 (6'') SUB <br />CO-4 <br />R=924.83 <br />I=921.33 (6'') SUB <br />CO-6 <br />R=924.57 <br />I=921.07 (6'') SUB <br />CO-5 <br />R=924.60 <br />I=921.10 (6'') SUB <br />CO-7 <br />R=924.60 <br />I=921.10 (6'') SUB <br />CO-8 <br />R=924.57 <br />I=921.70 (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 />1000+75924.4925.201001+00925.2924.561001+25926.4924.321001+50927.9924.441001+75929.8924.561002+00929.8924.601002+25928.9924.551002+50929.1924.401002+75929.7924.161003+00930.3923.911003+25930.0923.661003+50928.4923.411003+75926.8923.161004+00926.0922.911004+25925.4922.661004+50924.1922.411004+75922.3922.161005+00921.9921.911005+25921.3921.661005+50921.1921.4150.0' @ 0.50% <br />PVI STA = 1002+14.69 <br />PVI ELEV = 924.77' <br />L = 100.0' <br />K = 66.67 <br />A.D. = 1.50%924.601001+98.021001+64.69924.52924.271002+64.69LINCOLN STREETST-4 <br />T/C=924.53 <br />F/L=924.03 <br />I=913.70 (21'') P-5 <br />I=921.03 (6'') SUB <br />I=913.50 (21'') P-4 <br />P-5 50'x21" @0.50% <br />ST-5 <br />T/C=924.49 <br />F/L=923.99 <br />I=914.15 (18'') P-6 <br />I=919.85 (15'') P-6A <br />I=920.99 (6'') SUB <br />I=913.95 (21'') P-5 <br />P-6 128'x18" @0.65% <br />ST-6 <br />R=923.36 <br />I=915.19 (18'') P-7 <br />I=914.99 (18'') P-6 <br />S-2 <br />R=924.29 <br />I=896.06 (10'') SP-3 <br />I=895.96 (10'') SP-2 <br />SP-3 202'x10" (SDR-26) @0.30% <br />S-3 <br />R=922.25 <br />I=896.76 (10'') SP-4 <br />I=896.66 (10'') SP-3 <br />SP-2 168'x10" (SDR-26) @0.30% <br />S-1 <br />R=924.43 <br />I=895.45 (10'') SP-2 <br />I=895.45 (8'') SP-18 <br />I=895.35 (10'') SP-1 <br />SP-4 151'x10" (SDR-26) @0.30% <br />8''x6'' TEE <br />TOP=913.75 <br />8''x8'' TEE <br />TOP=916.72 <br />8'' GV & BOX <br />TOP=916.66 8''x11.25° BEND <br />TOP=916.61 <br />8''x6'' TEE <br />TOP=916.62 <br />8''x11.25° BEND <br />TOP=915.94 <br />8'' WATERMAIN <br />8''x11.25° BEND <br />TOP=914.92 8''x11.25° BEND <br />TOP=913.93 <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <br />7.5' MIN. BURY DEPTH <br />NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <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 />48 <br />- <br />2024-08-26 <br />22-26553 <br />48 PLANNED ROAD & UTILITY CONSTRUCTION <br /> 300 26553 48 <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 1000+50 TO 1005+75 <br />LOT LINE, TYP. <br />UTILITY EASEMENT, TYP. <br />BUILDING PAD, TYP. <br />BUILDING SETBACK, TYP.LINCOLN STRIGHT OF WAY, TYP. <br />185TH AVE <br />INSULATION BOARD UNDER <br />STORM STRUCTURE <br />INSULATION BOARD UNDER <br />STORM STRUCTURE <br />20' <br />D <br />& <br />U <br />Page 200 of 294
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