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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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843534125>>>>>>>>>>>I <br />I <br />I <br />I I I I <br />III114115116117118119>>>>>>>>>>>>>>IIIIIIII <br />IIIII>>>>>>>>>>>>>>>>>>>>>>>>II>>>>>>>IIIIIIIIIIIIIIEX SP-19 (10 <br />" <br />) <br />EX S-19 <br />R=925.14 <br />EX SP-20 (10") <br />SP-1 210'x10" @ 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-18 88' <br />x <br />8 <br />" <br />@ <br />0. <br />4 <br />0 <br />% <br />8" CAP <br />I=895.81SP-2 168'x10" @ 0.30%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-4A 32'x15" @ 0.50% <br />ST-3 <br />T/C=924.36 <br />F/L=923.86 <br />I=913.20 (21'') P-4 <br />I=919.90 (15'') P-4A <br />I=920.86 (6'') SUB <br />I=913.00 (24'') P-3 <br />P-3 167'x24" @ 0.60%P-4 60'x21" @ 0.50% <br />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 P-6A 33'x15" @ <br /> <br />0 <br />. <br />5 <br />0 <br />% <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-6AP-6 128'x18" @ 0.65%EX 8'' WATERMAIN <br />8''x11.25° BEND 8'' WATERMAIN <br />8''x11.25° BEND 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=924.78 <br />1001 <br />1002 <br />CO-1 <br />R=925.06 <br />I=921.56 (6'') SUB <br />CO-2 <br />R=925.04 <br />I=921.54 (6'') SUB <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 /> 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 />113+75925.0114+00925.3925.16114+25925.8925.18114+50926.4925.11114+75927.2924.99115+00923.7924.86115+25923.6924.74115+50924.5924.61115+75925.7924.49116+00927.6924.39116+25927.8924.36116+50926.5924.39116+75925.6924.48117+00925.4924.61117+25926.5924.73117+50928.5924.85117+75929.7927.48118+00930.9118+25930.7118+50927.6122.9' @ -0.50%59.9' @ 0.50%115+75.25924.49924.49116+75.25PVI STA = 113+52.30 <br />PVI ELEV = 925.60' <br />L = 200.0' <br />K = 66.67 <br />A.D. = 3.00% <br />PVI STA = 118+35.19 <br />PVI ELEV = 925.29' <br />L = 200.0' <br />K = 80.00 <br />A.D. = 2.50% <br />PVI STA = 116+25.25 <br />PVI ELEV = 924.24 <br />L = 100.0' <br />K = 100.00 <br />A.D. = 1.00% <br />924 <br />. <br />3 <br />6 <br />116 <br />+ <br />2 <br />5 <br />. <br />2 <br />5925.18114+18.97924.89117+75.19925.10114+52.30117+35.19924.79℄185TH AVENUEEX S-19 <br />R=925.14 <br />EX SP-20 10" <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-1 210'x10" (CL 52) @0.30% <br />EX SP-19 10" <br />ST-3 <br />T/C=924.36 <br />F/L=923.86 <br />I=913.20 (21'') P-4 <br />I=919.90 (15'') P-4A <br />I=920.86 (6'') SUB <br />I=913.00 (24'') P-3 <br />P-4 60'x21" @0.50% <br />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 />8'' WATERMAIN <br />8''x11.25° BEND <br />TOP=917.09 8''x11.25° BEND <br />TOP=916.20 8''x11.25° BEND <br />TOP=916.71 <br />8''x8'' TEE <br />TOP=916.72 <br />8'' GV & BOX <br />TOP=916.71 <br />8''x6'' REDUCER <br />TOP=916.80 <br />8''x45° BEND <br />TOP=916.50 <br />8''x45° BEND <br />TOP=911.86 <br />8''x45° BEND <br />TOP=911.94 <br />8''x45° BEND <br />TOP=916.65 <br />6'' WATERMAIN <br />5''x 7'-6'' HYDRANT <br />8'' WATERMAIN <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <br />CONNECT TO EXISTING WATERMAIN. <br />CONTRACTOR TO FIELD VERIFY SIZE, <br />DEPTH, AND LOCATION. <br />PHASE 2 TIE-IN GRADING <br />CONNECT TO EXISTING SANITARY SEWER. <br />CONTRACTOR TO FIELD VERIFY SIZE, <br />DEPTH, AND LOCATION. <br />FUTURE ROADWAY PROFILE <br />7.5' MIN. BURY DEPTHBEGIN STREET CONSTRUCTION <br />STA. 113+86.77 <br />ELEV. 925.11 <br />END STREET CONSTRUCTION <br />STA. 117+46.26 <br />ELEV. 924.83 <br />SP-18 88'x8" (SDR-26) @0.40% <br />8" CAP <br />I=895.81 <br />EX SP-20 <br />I=894.72 <br />NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <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 - 7.1 P&P - LINCOLN 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 - 7.1 P&P - LINCOLN ST (P2).DWG SAVED BY: TODD.KIRK 115OF <br />47 <br />- <br />2024-08-26 <br />22-26553 <br />47 PLANNED ROAD & UTILITY CONSTRUCTION <br /> 300 26553 47 <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 />LINCOLN ST STATION 113+50 TO 118+75 <br />LOT LINE, TYP. <br />UTILITY EASEMENT, TYP. <br />BUILDING PAD, TYP. <br />BUILDING SETBACK, TYP. <br />LINCOL <br />N <br /> <br />S <br />T <br />RIGHT OF WAY, TYP.185TH AVEINSULATION BOARD UNDER STORM STRUCTURE <br />INSULATION BOARD UNDER <br />STORM STRUCTURE <br />15' D&U <br />ADJUST VALVE <br />ADJUST MANHOLE RIM <br />EXISTING PROPERTY LINE <br />Page 199 of 294
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