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BASIN <br /> H= 914 <br />.50 <br />6 <br />7 <br />8100YR100YR100YR100YR100YR100YR <br />100YR100YR>>>>>>>>>>>IIIIIIIII <br />I <br />I <br />>>>>>>>>>>>> <br />>II I <br />I I <br />800801802309310ST-38 <br />T/C=929.25 <br />F/L=928.75 <br />I=924.51 (15'') P-39 <br />I=925.75 (6'') SUB <br />I=924.31 (18'') P-38 P-39 53'x15" @ 1.00% <br />ST-39 <br />T/C=930.01 <br />F/L=929.51 <br />I=925.24 (15'') P-40 <br />I=926.51 (6'') SUB <br />I=925.04 (15'') P-39 <br />P-40 24'x15" @ 1.00% <br />ST-40 <br />T/C=930.23 <br />F/L=929.73 <br />I=925.68 (15'') P-41 <br />I=926.73 (6'') SUB <br />I=925.48 (15'') P-40 <br />ST-41 <br />T/C=930.24 <br />F/L=929.74 <br />I=926.74 (6'') SUB <br />I=925.84 (15'') P-41 <br />P-41 32'x15" @ 0.50%SP-24 144'x8" @ 0.50%S-23 <br />R=930.30 <br />I=913.88 (8'') SP-24 <br />I=915.38 (8'') SP-28 <br />I=913.78 (8'') SP-23 <br />SP-23 123'x8" @ 0.50%SP-28 56'x8" @ 2.00% <br />S-28 <br />R=930.21 <br />I=918.00 (8'') SP-29 <br />I=916.50 (8'') SP-28 <br />SP- <br />2 <br />9 <br /> <br />4 <br />9 <br />' <br />x <br />8 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />8" CAP <br />I=918.24 <br />12''x11.25° BEND12'' WATERMAIN12''x8'' TEE <br />8'' GV & BOX <br />R=930.10 <br />8''x6'' TEE <br />6'' WATERMAIN <br />6'' GV & BOX <br />R=930.24 <br />5''x 7'-6'' HYDRANT <br />BREAK=930.55 <br />8''x22.5° BEND <br />8'' <br />W <br />A <br />T <br />E <br />R <br />M <br />A <br />I <br />N <br />8''x6'' REDUCER <br />6'' WATERMAIN <br />5''x 7'-6'' HYDRANT <br />BREAK=930.66 <br />12''x11.25° BEND <br />12'' GV & BOX <br />R=930.15 6" CAP <br />I=926.93 <br />6" CAP <br />I=926.92 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br /> 940 <br /> 945 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br /> 940 <br /> 945 <br />℄ <br />799+00 799+25 799+50 799+75 800+00930.1927.11800+25930.5931.67800+50930.4931.57800+75930.5930.45801+00929.9930.30801+25929.6930.06801+50929.6930.18801+75929.5930.30802+00929.9930.43802+25930.6802+50931.3802+75931.0803+00929.2803+25927.3803+50926.4803+75926.6427.7' @ 0.50%IVANHOE STREETSP-28 56'x8" (SDR-35) @ <br />2 <br />. <br />0 <br />0 <br />% <br />S-23 <br />R=930.30 <br />I=913.88 (8'') SP-24 <br />I=915.38 (8'') SP-28 <br />I=913.78 (8'') SP-23 <br />S-28 <br />R=930.21 <br />I=918.00 (8'') SP-29 <br />I=916.50 (8'') SP-28 <br />SP-29 49'x8" (SDR-35) @0.50%8" CAP <br />I=918.24 <br />P-41 (15") <br />8'' GV & BOX <br />TOP=922.31 <br />8''x22.5° BEND <br />TOP=922.31 <br />8'' WATERMAIN <br />8''x6'' REDUCER <br />TOP=922.73 <br />5''x 7'-6'' HYDRANT <br />6'' WATERMAIN <br />12''x8'' TEE <br />TOP=922.48 <br />8''x6'' TEE <br />TOP=922.31 <br />NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <br />PHASE 2 TIE-IN GRADING <br />PROPOSED GRADE, TYP. <br />EXISTING GRADE, TYP.7.5' MIN. BURY DEPTH <br />FUTURE ROADWAY PROFILE <br />END STREET CONSTRUCTION <br />STA. 801+90.30 <br />ELEV. 930.38 <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 - 7.5 P&P - 186TH 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 - 7.5 P&P - 186TH AVE (P2).DWG SAVED BY: TODD.KIRK 115OF <br />59 <br />- <br />2024-08-26 <br />22-26553 <br />59 PLANNED ROAD & UTILITY CONSTRUCTION <br /> 300 26553 59 <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 />186TH AVE STATION 798+75 TO 804+00 <br />LOT LINE, TYP. <br />UTILITY EASEMENT, TYP. <br />BUILDING PAD, TYP. <br />BUILDING SETBACK, TYP. <br />186TH AVE <br />RIGHT OF WAY, TYP.IVANHOE STINSULATION BOARD UNDER <br />STORM STRUCTURE <br />Page 211 of 294