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1 6 <br />2 <br />3 <br />4 5 <br />1 <br />75 <br />2 6 <br />I <br />I <br />I>>>>>>>>>>>>>>>>>>> <br />> <br />> <br />> <br />> <br />>> <br />> <br />> <br />> <br />> <br />>>>>>>>>>I <br />I <br />I <br />I <br />I <br />I <br />I I I I I <br />I <br />I <br />I <br />I <br />I <br />I II>>>>I <br />I <br />I>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIII305306307308309310S-27 <br />R=928.45 <br />I=916.45 (8'') SP-27 <br />SP-2 <br />7 <br /> <br />7 <br />7 <br />' <br />x <br />8 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />S-26 <br />R=929.07 <br />I=916.06 (8'') SP-27 <br />I=915.96 (8'') SP-26 <br />SP-26 87'x <br />8 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />S-25 <br />R=929.60 <br />I=915.53 (8'') SP-26 <br />I=915.43 (8'') SP-25 <br />SP-25 146'x8" @ 0 <br />. <br />5 <br />0 <br />% <br />S-24 <br />R=930.48 <br />I=914.70 (8'') SP-25 <br />I=914.60 (8'') SP-24 <br />SP-24 144'x8" @ 0.50% <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 />SP-28 56'x8" @ 2.00% <br />P-41 32'x15" @ 0.50% <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 />EX P-39A (36") <br />EX <br /> <br />1 <br />2 <br />' <br />' <br /> <br />W <br />A <br />T <br />E <br />R <br />M <br />A <br />I <br />N <br />12''x11.25° BEND <br />12''x11.25° BEND <br />12''x6'' TEE <br />6'' WATERMAIN <br />6'' GV & BOX <br />R=929.35 <br />5''x 7'-6'' HYDRANT <br />BREAK=929.64 <br />12''x22.5° BEND <br />12''x6'' TEE <br />6'' WATERMAIN <br />6'' GV & BOX <br />R=930.27 <br />5''x 7'-6'' HYDRANT <br />BREAK=930.56 <br />12''x11.25° BEND <br />12''x11.25° BEND 12''x8'' TEE <br />12'' GV & BOX <br />R=930.15 <br />8'' GV & BOX <br />R=930.10 8'' WATERMAIN8''x6'' TEE <br />8''x22.5° BEND <br />6'' WATERMAIN <br />6'' GV & BOX <br />R=930.245''x 7'-6'' HYDRANT <br />BREAK=930.55 <br />12'' WATERMAIN <br />CO-13 <br />R=930.72 <br />I=927.22 (6'') SUB <br />CO-14 <br />R=930.75 <br />I=927.25 (6'') SUB CO-16 <br />R=930.64 <br />I=927.14 (6'') SUB <br />CO-15 <br />R=930.60 <br />I=927.10 (6'') SUB <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br /> 940 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 925 <br /> 930 <br /> 935 <br /> 940 <br />304+75928.6305+00928.5305+25928.6928.58305+50925.2928.73305+75922.1928.88306+00921.3929.03306+25920.9929.18306+50920.9929.33306+75921.2929.48307+00921.3929.64307+25921.8929.79307+50922.1929.94307+75922.6930.09308+00923.3930.24308+25923.9930.39308+50925.0930.54308+75926.2930.68309+00927.7930.74309+25928.5930.71309+50929.0930.60341.4' @ 0.60% <br />PVI STA = 309+37.04 <br />PVI ELEV = 931.07' <br />L = 150.0' <br />K = 71.31 <br />A.D. = 2.10% <br />928 <br />. <br />5 <br />0 <br />305 <br />+ <br />0 <br />2 <br />. <br />8 <br />8 930.74309+05.07308+62.04930.61BEGIN STREET CONSTRUCTION <br />STA. 305+20.61 <br />ELEV. 928.55 <br />S-27 <br />R=928.45 <br />I=916.45 (8'') SP-27 <br />SP-27 77'x8" (SDR-35) @0.50% <br />S-26 <br />R=929.07 <br />I=916.06 (8'') SP-27 <br />I=915.96 (8'') SP-26 <br />SP-26 87'x8" (SDR-35) @0.50% <br />S-25 <br />R=929.60 <br />I=915.53 (8'') SP-26 <br />I=915.43 (8'') SP-25 <br />SP-25 146'x8" (SDR-35) @0.50% <br />S-24 <br />R=930.48 <br />I=914.70 (8'') SP-25 <br />I=914.60 (8'') SP-24 <br />SP-24 144'x8" (SDR-35) @0.50% <br />12''x6'' TEE <br />TOP=921.41 <br />EX 12'' WATERMAIN <br />12''x11.25° BEND <br />TOP=920.97 <br />12''x11.25° BEND <br />TOP=921.20 <br />12''x22.5° BEND <br />TOP=921.68 <br />12''x6'' TEE <br />TOP=922.34 <br />12''x11.25° BEND <br />TOP=922.57 <br />12'' WATERMAIN <br />12''x11.25° BEND <br />TOP=922.73 <br />NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <br />7.5' MIN. BURY DEPTH <br />PROPOSED GRADE, TYP. <br />EXISTING GRADE, TYP. <br />CONNECT TO EXISTING WATERMAIN. <br />CONTRACTOR TO FIELD VERIFY SIZE, <br />DEPTH, AND LOCATION. <br />EX P-39A (36") <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 />53 <br />- <br />2024-08-26 <br />22-26553 <br />53 PLANNED ROAD & UTILITY CONSTRUCTION <br /> 300 26553 53 <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 />IVANHOE ST STATION 304+50 TO 309+75 <br />LOT LINE, TYP. <br />UTILITY EASEMENT, TYP. <br />BUILDING PAD, TYP. <br />BUILDING SETBACK, TYP. <br />RIGHT OF WAY, TYP. <br />IVANHOE ST <br />CONNECT TO EXISTING SUBDRAIN. <br />CONTRACTOR TO FIELD VERIFY <br />SIZE, DEPTH, AND LOCATION. <br />CONNECT TO EXISTING SUBDRAIN. <br />CONTRACTOR TO FIELD VERIFY <br />SIZE, DEPTH, AND LOCATION. <br />Page 205 of 294