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100YR100Y <br />R 100YR 100YR <br />100YR100YR100YR1 <br />0 <br />0YR <br />100YRI <br />I <br />I <br />I <br />I <br />II>>>>>>>>> <br />>>>IIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>III32832911141115111611171118111918" CAP <br />I=912.55 <br />P-69A 27'x18" @ 2.20% <br />ST-69 <br />T/C=916.50 <br />F/L=916.00 <br />I=911.97 (18'') P-69A <br />I=911.77 (21'') P-69 <br />P-69 35'x21" @ 0.50% <br />P-73 47'x18" @ 0.50% <br />ST-73 <br />R=915.74 <br />I=908.51 (18'') P-73 <br />I=908.51 (18'') P-74 P-74 189'x18" @ 1.30%ST-72 <br />R=916.35 <br />I=911.72 (18'') P-72 <br />I=908.75 (18'') P-73 P-72 57'x18" @ 0.50%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- <br />6 <br />8 <br /> <br />4 <br />0 <br />' <br />x <br />2 <br />4 <br />" <br /> <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />FES-72 <br />I=912.00 <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-64 56'x30" @ 0.30%P-65 32' <br />x <br />1 <br />8" <br />@ <br />0. <br />4 <br />5 <br />% <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-66 20'x18" @ 0.30% <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-66P-67 <br /> 35 <br />'x15 <br />" <br /> @ <br /> 0 <br />.30% <br />ST-67 <br />T/C=916.27 <br />F/L=915.77 <br />I=911.91 (15'') P-67 <br />8" CAP <br />I=882.55 SP-34 79'x8" @ 0.40% <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 />SP-35 103'x8" @ 5.00% <br />8" CAP <br />I=889.26 <br />5''x 7'-6'' HYDRANT <br />BREAK=917.13 <br />6'' WATERMAIN <br />8''x6'' REDUCER <br />8''x45° BEND <br />8''x45° BEND <br />8''x45° BEND <br />8''x45° BEND <br />8'' WATERMAIN <br />8'' GV & BOX <br />R=915.83 <br />12'' GV & BOX <br />R=915.7312''x8'' CROSS <br />8'' GV & BOX <br />R=915.65 <br />12''x22.5° BEND12'' <br /> WATERMA <br />IN <br />5''x 7'-6'' HYDRANT <br />BREAK=916.95 <br />6'' WATERMAIN <br />6'' GV & BOX <br />R=916.62 <br />8''x6'' TEE <br />8''x6'' REDUCER <br />6'' WATERMAIN <br />5''x 7'-6'' HYDRANT <br />BREAK=917.10 <br />12''x22.5° BEND <br /> 880 <br /> 885 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br /> 880 <br /> 885 <br /> 890 <br /> 895 <br /> 900 <br /> 905 <br /> 910 <br /> 915 <br /> 920 <br />1114+00928.11114+25926.21114+50923.81114+75921.41115+00921.41115+25920.21115+50919.91115+75918.11116+00914.4916.671116+25917.8916.051116+50918.2915.931116+75915.6915.811117+00916.5916.441117+25915.2917.061117+50915.61117+75918.31118+00913.01118+25913.21118+50913.61118+75914.7℄ROAD H8''x6'' REDUCER <br />TOP=907.93 <br />6'' WATERMAIN <br />5''x 7'-6'' HYDRANT 8'' GV & BOX <br />TOP=907.93 <br />8'' GV & BOX <br />TOP=907.93 <br />8'' WATERMAIN <br />8''x6'' TEE <br />TOP=907.93 <br />8''x6'' REDUCER <br />TOP=907.93 <br />6'' WATERMAIN <br />5''x 7'-6'' HYDRANT <br />12''x8'' CROSS <br />TOP=908.09 <br />8''x45° BEND <br />TOP=907.93 <br />8''x45° BEND <br />TOP=906.15 <br />8''x45° BEND <br />TOP=906.15 <br />8''x45° BEND <br />TOP=907.93 <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 />SP-35 103' <br />x <br />8 <br />" <br /> <br />( <br />C <br />L <br /> <br />5 <br />2 <br />) <br /> <br />@ <br />5 <br />. <br />0 <br />0 <br />% <br />8" CAP <br />I=889.26 <br />SP-34 79'x8" (CL 52) @0.40% <br />8" CAP <br />I=882.55 <br />ST-69 <br />T/C=916.50 <br />F/L=916.00 <br />I=911.97 (18'') P-69A <br />I=911.77 (21'') P-69 <br />P-69A 27'x18" @2.20% <br />18" CAP <br />I=912.55 P-67 (15'') <br />P-72 (18'')2.22'NOTE: <br />XXX.X - EXISTING GROUND <br />XXX.XX - PROPOSED GROUND <br />EXISTING GRADE, TYP. <br />PROPOSED GRADE, TYP. <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 />61 <br />- <br />2024-08-26 <br />22-26553 <br />61 PLANNED ROAD & UTILITY CONSTRUCTION <br /> 300 26553 61 <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 />ROAD H STATION 1113+75 TO 1119+00 <br />ROAD H <br />RIGHT OF WAY, TYP.185TH AVEINSULATION BOARD UNDER <br />STORM STRUCTURE <br />INSULATION BOARD UNDER <br />STORM STRUCTURE <br />Page 213 of 294