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HomeMy WebLinkAboutCS113 CONNECTOR ROAD PLAN AND PROFILEJANUARY 2, 2020 LIMITS OF CONSTRUCTION WETLAND MITIGATION SITE BOUNDARY EXISTING WETLAND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMITS OF CONSTRUCTION DRAINAGE SLOPE DRAINAGE SWALE FLOW DIRECTION PROPOSED SPOT ELEVATION APPROX. SPOT ELEVATION: MATCH EXISTING GRADE HIGH POINT ELEVATION LOW POINT ELEVATION STRUCTURE RIM ELEVATION TOP OF CURB ELEVATION GUTTER OF CURB ELEVATION EDGE OF PAVEMENT ELEVATION TOP OF SWALE ELEVATION BOTTOM OF SWALE ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION 861.50 861.50 M.E. 865 864 2.5% 861.50 HP 861.50 LP 861.50 LIMITS OF CONSTRUCTION WETLAND MITIGATION SITE BOUNDARY EXISTING WETLAND 864 865 T/S 861.50 T/C 861.50 E/P 861.50 RIM 861.50 B/W 861.50 T/W 861.50 G/C 861.50 B/S 861.50 1.REFER TO SHEETS CS114-CS116 FOR ROAD TYPICAL SECTIONS D900901 900900901 90133+382 9 + 0 0 30 + 0 0 31+0032+0033+00PC: 28+31 .00 PC: 30+06.09 PT: 2 9 + 5 6 . 4 1 PT: 31+79.76L=125.41R =188.50Δ =038.12S60° 35' 49.94"E49.68'L=1 7 3 .6 7 R =1 6 6 .5 0Δ=05 9 .7 6 START WIDENING RT STA: 29+35.47 OFF: 9.00' ELEV: 899.96 9'- 0 " 9'- 0 " STA: 31+89.88 OFF: -11.22' +/-M.E. ELEV: 899.37 +/-M.E. STA: 31+89.66 OFF: 30.00' +/- M.E. ELEV: 899.04 +/- M.E. STA: 31+89.66 OFF: 11.00' +/- M.E. ELEV: 899.42 +/-M.E. STA: 31+89.79 OFF: -2.00' +/- M.E. ELEV: 899.59 +/-M.E. STA: 29+68.80 OFF: 11.67' ELEV: 899.84 STA: 29+64.84 OFF: -8.73' ELEV: 899.88 SPILLWAY 5 FT WIDTH STA: 29+56.46 OFF: -9.00' ELEV: 899.86 STA: 29+87.87 OFF: 13.82' ELEV: 899.98 STA: 30+13.18 OFF: -9.13' ELEV: 900.56 901.26 900.96 900.96 900.67 900.67 900.37 900.37 900.07 900.07 898.84 M.E.± 898.88 M.E.± 899.43 899.61 898.55 898.61 897.38 M.E.± 900 900897898898899 89990 1 90190 2 902900898899900 901 900897898899900 896897898899 901 SPILLWAY 5FT WIDTH STA: 29+59.39 OFF: 10.65' ELEV: 899.83 HIGH POINT STA: 30+67.78 OFF: 0.00' ELEV: 901.40 PI N:1,715,361.34 E: 175,805.63 PI N:1,715,258.01 E: 175,989.00 897.89 897.86 898.28 898.13 899.25 899.10 900.32 898.76 898.73 899.75 899.58 898.85 898.70 STA: 29+75.59 OFF: -9.00' ELEV: 899.94 START WIDENING LT STA: 30+06.09 OFF: -9.00' ELEV: 900.41 STA: 30+25.00 OFF: -9.43' ELEV: 900.80 STA: 30+50.00 OFF: -10.02' ELEV: 901.13 STA: 30+67.78 OFF: -10.39' ELEV: 901.19 STA: 30+75.00 OFF: -10.52' ELEV: 901.17 STA: 31+00.00 OFF: -10.93' ELEV: 900.95 STA: 31+25.00 OFF: -11.23' ELEV: 900.45 STA: 31+50.00 OFF: -11.43' ELEV: 899.94 STA: 31+79.76 OFF: -12.96' ELEV: 899.51 STA: 31+79.59 OFF: 30.22' ELEV: 899.17 STA: 31+50.00 OFF: 30.78' ELEV: 899.55 STA: 31+25.00 OFF: 30.34' ELEV: 900.07 STA: 31+00.00 OFF: 29.06' ELEV: 900.58 STA: 30+75.00 OFF: 26.94' ELEV: 900.85 STA: 30+50.00 OFF: 23.98' ELEV: 900.85 STA: 30+25.00 OFF: 20.20' ELEV: 900.59 STA: 30+06.09 OFF: 16.79' ELEV: 900.25 STA: 29+74.94 OFF: 12.36' ELEV: 899.87 898.34 898.30 89990089990 0 899 900.42 900.29 899.26 ELEVATIONSTATION 894 895 900 905 910 915 894 895 900 905 910 915 EGFG28+35901.32898.7128+50901.14898.5429+00900.55898.3129+50900.05898.3930+00900.46899.2830+50901.33899.9031+00901.17900.0331+50900.17899.9632+00899.58GRADE BREAK STA = 31+44.15ELEV = 900.24END STA = 31+89.78 ELEV = 899.64 +/- (MATCH EXIS) -2.27% -1.32% -1.18%2.17% PVI STA: 30+68.91 PVI ELEV: 901.95' K: 22.56 LVC: 100.0'BVCS: 30+18.91BVCE: 900.87'EVCS: 31+18.91EVCE: 900.82'PVI STA: 29+67.45 PVI ELEV: 899.75' K: 22.39 LVC: 75.0'BVCS: 29+29.95BVCE: 900.20'EVCS: 30+04.95EVCE: 900.56'LOW PT STA: 29+56.46 ELEV: 900.04 HIGH PT STA: 30+67.78 ELEV: 901.40 CROWNED FINAL GRADE EXISTING GRADE PROP 15" STORM EXIS 12" STORM CONNECTOR ROAD PLAN AND PROFILE 11640 CS113 SHEET NOTES LEGENDNKEYED NOTES SEALS AND SIGNATURES KEY PLAN DRAWING TITLE PROJECT NUMBER SCALE DRAWING NUMBER DATEREVISSUED FOR 500 PARK BOULEVARD SUITE 800 ITASCA, IL 60143 630.221.1212 www.williams-architects.com WEST PARK: THE CORE 2700 W. 116TH STREET CARMEL, IN 46032 Owner: 44 EAST MIFFLIN STREET SUITE 500 MADISON, WI 53703 608.251.1177 www.smithgroup.com 65% REVIEW 04/20/2020 90% CONSTRUCTION DOCUMENTS 06/01/2020 100% REVIEW 06/19/2020 ISSUED FOR BID 07/14/2020 SCALE: 1" = 20' CONNECTOR ROAD PLAN (STA 28+35 - 31+89)1 SCALE: HORIZ. 1" = 20' | VERT. 1" = 5' CONNECTOR ROAD PLAN (STA 28+35 - 31+89)2MATCHLINE CS112WEST 116TH STRET