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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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1 <br />2 <br />3 <br />5 <br />9 <br />75 <br />6 <br />>>>>>>>>>>>>>>>>>>>>>>>>>>I <br />I <br />I <br />I <br />I <br />I I I I I IIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> <br />>> <br />>>>>>>>>I <br />I <br />I <br />I <br />I <br />I>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIII10061007100810091010SP-4 151'x10" @ 0 <br />. <br />3 <br />0 <br />% <br />8''x6'' TEE <br />6'' WATERMAIN <br />5''x 7'-6'' HYDRANT <br />BREAK=921.93 <br />6'' GV & BOX <br />R=921.64 <br />8''x8'' TEE <br />8'' GV & BOX <br />R=920.56 <br />8'' GV & BOX <br />R=920.68 <br />8''x11.25° BEND <br />8''x11.25° BEND 8'' WATERMAIN8'' WATERMAIN <br />8''x11.25° BEND <br />8''x6'' TEE <br />6'' WATERMAIN <br />6'' GV & BOX <br />R=917.71 <br />5''x 7'-6'' HYDRANT <br />BREAK=918.00 <br />8''x11.25° BEND <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 />SP-5 200'x10" @ 0.30% <br />S-5 <br />R=918.74 <br />I=898.02 (10'') SP-6 <br />I=897.92 (10'') SP-5 <br />SP-6 236'x10" @ 0.30% <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'x1 <br />0 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />3 <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-14P-15 152'x24" @ 0.90% <br />ST-15 <br />T/C=917.80 <br />F/L=917.30 <br />I=912.99 (21'') P-16 <br />I=913.33 (15'') P-16A <br />I=914.30 (6'') SUB <br />I=912.79 (24'') P-15 <br />P-16A 32'x15" @ 0.50% <br />ST-16A <br />T/C=917.80 <br />F/L=917.30 <br />I=914.30 (6'') SUB <br />I=913.50 (15'') P-16A <br />P-16 262'x21" @ 0.70% <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 <br />P-17 25'x18" @ 1.50% <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-18 33'x1 <br />5 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />9 <br />0 <br />% <br />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 P-18A 126'x18" @ 0.50%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'x15" @ 0.50% <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 />P-19 23'x15" @ 1.00% <br />P-14 149'x <br />2 <br />4 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />8 <br />0 <br />%213214214 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 />1005+75919.6921.161006+00916.7920.911006+25914.7920.661006+50911.2920.411006+75909.8920.161007+00908.9919.911007+25909.6919.661007+50910.4919.411007+75910.4919.161008+00909.7918.911008+25908.4918.661008+50907.6918.411008+75907.4918.161009+00907.0917.911009+25906.7917.661009+50906.6917.411009+75906.2917.161010+00906.6916.911010+25907.1916.661010+50906.8916.41900.6' @ -1.00% <br />â„„KENNEDY STREETST-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 />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-19 23'x15" @1.00% <br />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-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 <br />P-16 262'x21" @0.70% <br />ST-15 <br />T/C=917.80 <br />F/L=917.30 <br />I=912.99 (21'') P-16 <br />I=913.33 (15'') P-16A <br />I=914.30 (6'') SUB <br />I=912.79 (24'') P-15 <br />P-15 152'x24" @0.90% <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-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 />SP-5 200'x10" (SDR-26) @0.30% <br />S-5 <br />R=918.74 <br />I=898.02 (10'') SP-6 <br />I=897.92 (10'') SP-5 S-6 <br />R=916.37 <br />I=898.83 (10'') SP-7 <br />I=898.73 (10'') SP-6 <br />SP-6 236'x10" (SDR-26) @0.30% <br />SP-4 151'x10" (SDR-26) @0.30% <br />8''x6'' TEE <br />TOP=909.76 <br />8''x8'' TEE <br />TOP=912.96 <br />8'' GV & BOX <br />TOP=912.92 <br />8''x11.25° BEND <br />TOP=912.81 <br />8'' WATERMAIN <br />8''x11.25° BEND <br />TOP=910.87 8''x11.25° BEND <br />TOP=909.15 <br />P-18 33'x15" @0.90% <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 />INSULATION BOARD UNDER <br />STORM STRUCTURE <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 />49 <br />- <br />2024-08-26 <br />22-26553 <br />49 PLANNED ROAD & UTILITY CONSTRUCTION <br /> 300 26553 49 <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 1005+50 TO 1010+75 <br />LOT LINE, TYP. <br />UTILITY EASEMENT, TYP. <br />BUILDING PAD, TYP. <br />BUILDING SETBACK, TYP.KENNEDY STRIGHT OF WAY, TYP. <br />185TH AVE <br />INSULATION BOARD UNDER <br />STORM STRUCTURE <br />INSULATION BOARD UNDER <br />STORM STRUCTURE <br />INSULATION BOARD UNDER <br />STORM STRUCTURE9', TYP.20', TYP. <br />24'R3'R3' <br />R3' <br />R3' <br />R <br />1 <br />0 <br />'R10'DRIVEWAY ENTRANCE <br />PER CITY DETAIL <br />CURB TAPER FROM 6" TO 0" HEIGHT <br />0" HEIGHT CURB <br />B618 CURB & GUTTER AROUND PARKING LOT <br />10' TRAIL <br />Page 201 of 294
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