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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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100YR100YR100YR100YR100YR10 <br />0 <br />Y <br />R <br />10 <br />0 <br />Y <br />R <br />100YR100YR100YRBASIN Q <br />100 YR HWL = 917.53 <br />10 <br />0 <br />Y <br />R <br />1 <br />0 <br />0 <br />Y <br />R100YR100YR100YR <br />100YR <br />100YR <br />100YR <br />100YR <br />100YR <br />100YR <br />100YR <br />IIIIIIIIIOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLI <br />I <br />I <br />I <br />I <br />I <br />I I I I I I I I I I I I I>>>> <br />>>>>>> <br />>> <br />>> <br />II <br />II>>>>>>>>>>>>>>>>>>>>>>>>>>>II <br />I <br />329330331332333333FES-70 <br />I=913.00P-70 104'x18" @ 0.50%ST-70 <br />R=919.00 <br />I=915.40 (18'') P-71 <br />I=913.52 (18'') P-70 <br />P-71 18'x18" @ 5.00% <br />FES-71 <br />I=916.30 <br />ST-67 <br />T/C=916.27 <br />F/L=915.77 <br />I=911.91 (15'') P-67 <br />P-67 35'x15" <br />@ <br /> <br />0 <br />. <br />3 <br />0 <br />%SP-35 103'x8" @ 5.00%8" CAP <br />I=889.26 <br />ST-66 <br />T/C=916.47 <br />F/L=915.97 <br />I=911.80 (15'') P-67 <br />I=911.60 (18'') P-66 <br />P-66 20'x18" @ 0.30% <br />ST-65 <br />T/C=915.95 <br />F/L=915.45 <br />I=911.54 (18'') P-66 <br />I=911.34 (18'') P-65 <br />P-65 32'x18" @ 0.45%P-69 35'x21" <br /> <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />P-73 47'x18" @ 0.50%SP-34 79'x8" @ 0.40%8" CAP <br />I=882.55 <br />ST-68 <br />T/C=916.20 <br />F/L=915.70 <br />I=911.60 (21'') P-69 <br />I=911.40 (24'') P-68 <br />P-68 40'x <br />2 <br />4 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />ST-64 <br />T/C=915.95 <br />F/L=915.45 <br />I=911.19 (18'') P-65 <br />I=911.19 (24'') P-68 <br />I=910.99 (30'') P-64 <br />P-6 <br />4 <br /> <br />5 <br />6 <br />' <br />x <br />3 <br />0 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />3 <br />0 <br />% <br />ST-72 <br />R=916.35 <br />I=911.72 (18'') P-72 <br />I=908.75 (18'') P-73 <br />P-7 <br />2 <br /> <br />5 <br />7 <br />' <br />x <br />1 <br />8 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />FES-72 <br />I=912.00 FES-63 <br />I=910.50 <br />ST-63 <br />R=916.83 <br />I=910.83 (30'') P-64 <br />I=910.63 (30'') P-63 <br />P-63 42'x30" @ 0.30%12'' GV & BOX <br />R=925.4512'' WATERMAIN <br />12''x11.25° BEND <br />12''x22.5° BEND <br />12''x8'' CROSS <br />12'' GV & BOX <br />R=915.73 <br />8'' GV & BOX <br />R=915.65 <br />8'' GV & BOX <br />R=915.838'' WATERMAIN12''x22.5° BEND <br />S-33 <br />R=915.75 <br />I=884.13 (8'') SP-35 <br />I=882.23 (8'') SP-34 <br />I=882.13 (8'') SP-33 <br /> 880 <br /> 885 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br />328+50916.2916.03328+75917.0915.93329+00915.2915.81329+25918.3915.95329+50911.6916.50329+75908.0917.44330+00908.0918.52330+50908.0921.11330+75907.9922.19331+00910.1923.28331+25912.7924.36331+50915.1925.42331+75919.7926.18332+00923.6926.51332+25923.8332+50925.9332+75926.0333+00923.8333+25922.7S-33 <br />R=915.75 <br />I=884.13 (8'') SP-35 <br />I=882.23 (8'') SP-34 <br />I=882.13 (8'') SP-33 <br />35.8' @ -0.50%328+96.00915.83917.26329+71.00PVI STA = 328+10.20 <br />PVI ELEV = 916.26' <br />L = 100.0' <br />K = 18.18 <br />A.D. = 5.50% <br />PVI STA = 329+33.50 <br />PVI ELEV = 915.64 <br />L = 75.0' <br />K = 15.51 <br />A.D. = 4.84% <br />915 <br />. <br />8 <br />1 <br />329 <br />+ <br />0 <br />3 <br />. <br />7 <br />5916.03328+51.11916.01328+60.20P-65 (18'') <br />P-70 (18'') <br />12''x22.5° BEND <br />TOP=908.09 <br />12''x22.5° BEND <br />TOP=907.99 <br />12'' WATERMAIN <br />12''x11.25° BEND <br />TOP=909.71 <br />12'' GV & BOX <br />TOP=908.09 <br />12''x8'' CROSS <br />TOP=908.09 <br />7.5' MIN. BURY DEPTH <br />PROPOSED GRADE, TYP. <br />EXISTING GRADE, TYP.2.93'2.95'171.5' @ 4.3 <br />4 <br />% <br />24.1' @ -1.00% <br />PVI STA = 331+82.54 <br />PVI ELEV = 926.44' <br />L = 80.0' <br />K = 15.00 <br />A.D. = 5.33%926.11332+07.54331+42.54924.70926.04332+22.5412'' WATERMAIN <br />16''x12'' TEE <br />TOP=918.11 <br />12'' GV & BOX <br />TOP=917.65 <br />7.5' MIN. BURY DEPTH <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <br />CONNECT TO EXISTING 16" WATERMAIN. <br />CONTRACTOR TO FIELD VERIFY SIZE, <br />DEPTH, AND LOCATION. <br />℄CLEVELAND RDNOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <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 - 7.4 P&P - IVANHOE 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 - 7.4 P&P - IVANHOE ST (P2).DWG SAVED BY: TODD.KIRK 115OF <br />58 <br />- <br />2024-08-26 <br />22-26553 <br />58 PLANNED ROAD & UTILITY CONSTRUCTION <br /> 300 26553 58 <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 AVENUE STATION 328+25 TO 333+50 <br />CONNECT TO EXISTING 16" WATERMAIN. <br />FIELD VERIFY SIZE, DEPTH, AND LOCATION. <br />INSULATION BOARD UNDER <br />STORM STRUCTURE <br />INSULATION BOARD <br />UNDER STORM <br />STRUCTURE <br />Page 210 of 294
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