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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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13 <br />15 <br />14 <br />15 <br />14 <br />13 <br />17 <br />16 >>>>>>>>>>>>>>>>>>>>>>I 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 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />IIII>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>>>>>>>>>>>>>>>>>>>>>>I>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIIII>II>II>II>II>II>319320321322323324509510510P-52 352'x15 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />7 <br />0 <br />% <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-51 46'x18" <br /> <br />@ <br /> <br />1 <br />. <br />5 <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 <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%ST-55 <br />T/C=922.75 <br />F/L=922.25 <br />I=919.25 (6'') SUB <br />I=918.25 (15'') P-55P-55 30'x15" @ 0.50% <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%P-57 140'x24" @ 1.30%P-50 173'x24" @ 2.80%SP-15 279'x1 <br />0 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />3 <br />0 <br />% <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-16 73'x10" @ 0.30%SP-30 68'x8" @ 1.56%S-30 <br />R=923.48 <br />I=907.55 (8'') SP-31 <br />I=907.45 (8'') SP-30 <br />S-16 <br />R=921.80 <br />I=905.11 (10'') SP-17 <br />I=905.01 (10'') SP-16 <br />SP-17 126'x1 <br />0 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />3 <br />0 <br />% <br />S-17 <br />R=915.91 <br />I=906.98 (4'') FORCEMAIN <br />I=905.48 (10'') SP-17 <br />12'' WATER <br />M <br />A <br />I <br />N <br />12''x8'' TEE <br />8'' GV & BOX <br />R=922.11 <br />12'' GV & BOX <br />R=922.20 <br />8''x11.25° BEND <br />5''x 7'-6'' HYDRANT <br />BREAK=923.21 <br />6'' GV & BOX <br />R=922.92 <br />6'' WATERMAIN <br />8''x6'' TEE <br />8'' WATERMAIN12''x11.25° BEND <br />12''x11.25° BEND <br />12''x11.25° BEND <br />12''x6'' TEE <br />6'' WATERMAIN <br />6'' GV & BOX <br />R=915.18 <br />5''x 7'-6'' HYDRANT <br />BREAK=915.47 <br />12''x8'' TEE <br />8'' GV & BOX <br />R=914.61 <br />12'' GV & BOX <br />R=914.518'' WATERMAINCO-21 <br />R=922.64 <br />I=919.14 (6'') SUB <br />4''x11.25° BEND <br />4'' F <br />O <br />R <br />C <br />E <br />M <br />A <br />I <br />N <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 />319+00932.0923.28319+25932.5923.08319+50932.9922.87319+75933.1922.67320+00933.4922.48320+25933.3922.37320+50933.8922.34320+75933.9922.40321+00933.8922.51321+25934.2922.44321+50934.1922.03321+75934.1921.27322+00934.1920.17322+25933.9918.92322+50933.6917.67322+75933.6916.42323+00934.6915.20323+25933.7914.15323+50930.5913.28323+75919.0912.6013.9' @ 0.50% <br />88.0' @ <br />- <br />5 <br />. <br />0 <br />0 <br />%319+84.41922.59922.44320+84.41322+86.33915.86PVI STA = 321+48.34 <br />PVI ELEV = 922.76' <br />L = 100.0' <br />K = 18.18 <br />A.D. = 5.50% <br />PVI STA = 323+61.33 <br />PVI ELEV = 912.11 <br />L = 150.0' <br />K = 33.33 <br />A.D. = 4.50% <br />PVI STA = 320+34.41 <br />PVI ELEV = 922.19 <br />L = 100.0' <br />K = 76.17 <br />A.D. = 1.31% <br />922 <br />. <br />3 <br />4 <br />320 <br />+ <br />4 <br />6 <br />. <br />3 <br />0 922.53321+07.44320+98.34922.51920.26321+98.3412'' WATERMAIN <br />12''x8'' TEE <br />TOP=914.28 <br />12'' GV & BOX <br />TOP=914.25 12''x11.25° BEND <br />TOP=914.03 <br />12''x11.25° BEND <br />TOP=911.93 <br />12''x11.25° BEND <br />TOP=909.84 <br />12''x6'' TEE <br />TOP=907.25 <br />12''x8'' TEE <br />TOP=906.93 <br />12'' GV & BOX <br />TOP=906.75 <br />SP-16 73'x10" (SDR-35) @0.30% <br />SP-15 279'x10" (SDR-26) @0.30% <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 />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" (SDR-35) @0.30% <br />S-17 <br />R=915.91 <br />I=906.98 (4'') FORCEMAIN <br />I=905.48 (10'') SP-17 <br />P-52 352'x15" @0.70% <br />P-51 46'x18" @1.50% <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 />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 />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <br />NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <br />7.5' MIN. BURY DEPTH <br />℄GRANT STREET4'' FORCEMAIN <br />4''x11.25° BEND <br />TOP=906.36 <br />579.0' @ -0.81% <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 />56 <br />- <br />2024-08-26 <br />22-26553 <br />56 PLANNED ROAD & UTILITY CONSTRUCTION <br /> 300 26553 56 <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 318+75 TO 324+00 <br />LOT LINE, TYP. <br />UTILITY EASEMENT, TYP. <br />BUILDING PAD, TYP. <br />BUILDING SETBACK, TYP. <br />RIGHT OF WAY, TYP. <br />INSULATION BOARD UNDER <br />STORM STRUCTURE <br />185TH AVEGRANT ST20' D&U <br />10' <br />T <br />R <br />A <br />I <br />L <br />Page 208 of 294
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