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4.14 SR 10-21-2024
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4.14 SR 10-21-2024
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151151416100YR100YR100YR100YR100YR100YR1 <br />0 <br />0YR <br />100YR>>>>>>>>>>>IIIIIIIII>>>>>>>>>>>>>>>>>>>> <br />>> <br />>>>>>>>>>>>>>> <br />>>>>IIIII> <br />> <br />> <br />> <br />> <br />>>>>I <br />I <br />IIIIII320 <br />321 <br />5065075085095105105''x 7'-6'' HYDRANT <br />BREAK=925.87 <br />6'' WATERMAIN <br />8''x6'' REDUCER <br />8''x11.25° BEND <br />8'' WATERMAIN <br />8''x6'' TEE <br />6'' WATERMAIN <br />6'' GV & BOX <br />R=922.92 <br />5''x 7'-6'' HYDRANT <br />BREAK=923.21 <br />8''x11.25° BEND <br />8'' GV & BOX <br />R=922.11 <br />12''x8'' TEE <br />12'' GV & BOX <br />R=922.20 <br />12''x11.25° BEND 12'' WATERMAIN8" CAP <br />I=909.13 <br />SP-31 102'x8" <br />@ <br /> <br />1 <br />. <br />5 <br />6 <br />% <br />S-30 <br />R=923.48 <br />I=907.55 (8'') SP-31 <br />I=907.45 (8'') SP-30 <br />SP-30 68'x8" @ 1.56% <br />S-15 <br />R=922.44 <br />I=904.79 (10'') SP-16 <br />I=906.39 (8'') SP-30 <br />I=904.69 (10'') SP-15 <br />SP-15 279'x10" @ 0.30%SP-16 73'x10" @ 0.30%S-16 <br />R=921.80 <br />I=905.11 (10'') SP-17 <br />I=905.01 (10'') SP-16 <br />SP-17 126'x10" @ 0.30% <br />24" CAP <br />I=919.29 <br />P-57 140'x24" @ 1.30% <br />ST-56 <br />T/C=922.79 <br />F/L=922.29 <br />I=917.48 (24'') P-57 <br />I=919.29 (6'') SUB <br />I=917.28 (24'') P-56 <br />P-56 50'x24 <br />" <br /> <br />@ <br /> <br />1 <br />. <br />3 <br />0 <br />% <br />ST-50 <br />T/C=922.48 <br />F/L=921.98 <br />I=916.86 (18'') P-51 <br />I=916.63 (24'') P-56 <br />I=918.98 (6'') SUB <br />I=914.84 (24'') P-50 P-50 173'x24" @ 2.80%P-51 46'x18" @ 1.50%ST-55 <br />T/C=922.75 <br />F/L=922.25 <br />I=919.25 (6'') SUB <br />I=918.25 (15'') P-55 <br />P <br />- <br />5 <br />5 <br /> <br />3 <br />0 <br />' <br />x <br />1 <br />5 <br />" <br /> @ <br /> <br />0 <br />. <br />5 <br />0% <br />ST-54 <br />T/C=922.44 <br />F/L=921.94 <br />I=918.10 (15'') P-55 <br />I=918.94 (6'') SUB <br />I=917.90 (15'') P-54 <br />P-54 32'x15" @ 0.50% <br />ST-51 <br />T/C=922.34 <br />F/L=922.01 <br />I=917.84 (15'') P-52 <br />I=917.74 (15'') P-54 <br />I=918.84 (6'') SUB <br />I=917.54 (18'') P-51 <br />P-52 352'x15" @ 0.70%FES-50 <br />I=910.00 <br />6" CAP <br />I=922.18 <br />6" CAP <br />I=922.18 <br />CO-21 <br />R=922.64 <br />I=919.14 (6'') SUB <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br />℄ <br />506+25927.9506+50928.1506+75928.4507+00929.3507+25929.9507+50929.9926.56507+75929.7925.48508+00930.6924.86508+25931.2924.23508+50932.6923.61508+75933.0922.98509+00933.5922.36509+25934.0922.40509+50933.3922.62509+75933.1923.22510+00933.1923.06510+25 510+50 510+75 511+00185TH AVENUE26.3' @ 0.50% <br />151.2' @ -2.50%926.80506+30.78PVI STA = 507+07.08 <br />PVI ELEV = 927.18' <br />L = 100.0' <br />K = 33.30 <br />A.D. = 3.00% <br />PVI STA = 505+80.78 <br />PVI ELEV = 926.55 <br />L = 100.0' <br />K = 49.89 <br />A.D. = 2.00% <br />926 <br />. <br />7 <br />4 <br />506 <br />+ <br />0 <br />5 <br />. <br />8 <br />2 926.98506+73.74506+57.08926.93925.93507+57.08BEGIN STREET CONSTRUCTION <br />STA. 507+72.92 <br />ELEV. 925.54 <br />S-30 <br />R=923.48 <br />I=907.55 (8'') SP-31 <br />I=907.45 (8'') SP-30 <br />S-15 <br />R=922.44 <br />I=904.79 (10'') SP-16 <br />I=906.39 (8'') SP-30 <br />I=904.69 (10'') SP-15 <br />SP-30 68'x8" (SDR-35) @1. <br />5 <br />6 <br />% <br />SP-31 102'x8" (SDR-35) @1. <br />5 <br />6 <br />% <br />8" CAP <br />I=909.13 <br />ST-50 <br />T/C=922.48 <br />F/L=921.98 <br />I=916.86 (18'') P-51 <br />I=916.63 (24'') P-56 <br />I=918.98 (6'') SUB <br />I=914.84 (24'') P-50 <br />P-50 173'x24" <br />@ <br />2 <br />. <br />8 <br />0 <br />% <br />P-57 140'x24" @1.30% <br />ST-56 <br />T/C=922.79 <br />F/L=922.29 <br />I=917.48 (24'') P-57 <br />I=919.29 (6'') SUB <br />I=917.28 (24'') P-56 <br />P-56 50'x24" @1.30% <br />8''x6'' TEE <br />TOP=914.97 <br />8'' WATERMAIN <br />12''x8'' TEE <br />TOP=914.28 <br />8''x11.25° BEND <br />TOP=917.66 <br />8''x11.25° BEND <br />TOP=914.50 <br />8'' GV & BOX <br />TOP=914.23 <br />6'' WATERMAIN <br />5''x 7'-6'' HYDRANT <br />8''x6'' REDUCER <br />TOP=917.81 <br />24" CAP <br />I=919.29 <br />NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <br />PROPOSED GRADE, TYP. <br />PHASE 2 TIE-IN GRADING <br />FUTURE ROADWAY PROFILE <br />EXISTING GRADE, TYP. <br />7.5' MIN. BURY DEPTH <br />510+25932.4918.22510+50931.8915.14510+75931.3913.95511+00927.4913.00FES-50 <br />I=910.00 <br />100 YR HIGH WATER LEVEL <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 - 7.6 P&P - GRANT 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 - 7.6 P&P - GRANT ST (P2).DWG SAVED BY: TODD.KIRK 115OF <br />60 <br />- <br />2024-08-26 <br />22-26553 <br />60 PLANNED ROAD & UTILITY CONSTRUCTION <br /> 300 26553 60 <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 />GRANT ST STATION 506+00 TO 511+25 <br />LOT LINE, TYP. <br />UTILITY EASEMENT, TYP. <br />BUILDING PAD, TYP. <br />BUILDING SETBACK, TYP. <br />GRANT ST <br />RIGHT OF WAY, TYP.185TH AVEINSULATION BOARD UNDER <br />STORM STRUCTURE 20' D&UPage 212 of 294
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