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HomeMy WebLinkAboutCS112 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 901900 9 0 1 9 0 1 901 901 2 4+ 0 0 25+0026+00 27+0028+00PC: 25+59.65 PC: 28+31.00PT: 24+92.59 PT: 27+68.68L =2 0 9.0 3 R =2 8 9.0 0 Δ =0 41.4 4 S22 ° 2 8 ' 3 6 . 5 2 " E 62.3 2 ' STA: 28+03.27 OFF: -9.00' ELEV: 901.64 STA: 27+60.97 OFF: -22.26' ELEV: 901.16 STA: 27+27.14 OFF: -28.90' ELEV: 900.21 STA: 27+19.90 OFF: -9.00' ELEV: 900.85 STA: 27+71.08 OFF: 8.97' ELEV: 901.28 STA: 25+61.16 OFF: -20.36' ELEV: 901.40 STA: 25+82.00 OFF: -18.78' ELEV: 901.14 STA: 25+92.65 OFF: -9.00' ELEV: 901.01 STA: 26+07.89 OFF: -9.00' ELEV: 901.14 STA: 26+18.25 OFF: -23.34' ELEV: 900.72 STA: 26+42.59 OFF: -15.74' ELEV: 900.88 STA: 26+52.45 OFF: -9.00' ELEV: 901.05 STA: 24+98.57 OFF: -9.00' ELEV: 900.22 900.84 901.20 900.32 900.68 900.66 900.76 900.95 901.12 900.97 900.55 900.70 900.82 901.12 901.27 901.04 900.93 901.01 900.91 900.97 901.02 901.15 900.95 900.71 900.81 901.03 900.90 901.00 900.88 900.42 900.06 900.20 899.84 900.04 900.40 901.08 900.72 900.72 901.08 900.81 900.45 900.93 900.55 900.96 901.56 901.32 901.22 901.26 900.20 900.17 900.20 900.10 900.09 900.05 900.03 900.11 900.11 899.99 900.25 M.E.± 900.29 M.E.± 900.01 M.E.± 900.82 M.E.± 900.96 900.96 900.67 900.67 900 897 898 899 901 896897898 899 900898899 901 899 901 902901 901900 900 900 899 899 901902900 901 HIGH POINT STA: 26+24.70 OFF: -9.00' ELEV: 901.19 SPILLWAY 3FT WIDTH STA: 26+95.21 OFF: 9.00' ELEV: 900.37 HIGH POINT STA: 27+97.04 ELEV: 901.60 PI N:1,715,580.13 E: 175,715.11 900.18 900.73 900.83 901.78 901.42 900.26 899.90 900.95 901.12 900.70 900.70 900.94 900.58 898.33 899.23 900.53 900.17 901 900.40 901901900.67 900.46900 TRANSITION LT CURB FROM REJECT TO ACCEPT FROM STA 27+96.79 TO STA 28+25.87 STA: 25+00.64 OFF: 8.95' ELEV: 899.85 SPILLWAY 7 FT WIDTH STA: 25+15.00 OFF: 9.00' ELEV: 899.82 ELEVATIONSTATION 894 895 900 905 910 915 894 895 900 905 910 915 EGFG24+50900.50900.2125+00900.03900.4025+50900.22900.1326+00900.90900.7726+50900.90899.9227+00900.55897.5027+50901.14899.2228+00901.60899.0828+35901.32898.71PVI STA: 26+19.98 PVI ELEV: 901.25' K: 28.26 LVC: 75.0'BVCS: 25+82.48BVCE: 900.69'EVCS: 26+57.48EVCE: 900.82'PVI STA: 27+88.37 PVI ELEV: 901.87' K: 24.35 LVC: 75.0'BVCS: 27+50.87BVCE: 901.16'EVCS: 28+25.87EVCE: 901.43'1.49%-1.16%1.90% PVI STA: 25+20.79 PVI ELEV: 899.77' K: 29.70 LVC: 75.0'BVCS: 24+83.29BVCE: 900.16'EVCS: 25+58.29EVCE: 900.33'PVI STA: 27+04.24 PVI ELEV: 900.28' K: 24.54 LVC: 75.0'BVCS: 26+66.74BVCE: 900.71'EVCS: 27+41.74EVCE: 900.99'LOW PT STA: 25+13.90 ELEV: 900.00 HIGH PT STA: 26+24.70 ELEV: 901.01 LOW PT STA: 26+95.21 ELEV: 900.55 HIGH PT STA: 27+97.04 ELEV: 901.60 SLOPE RT TRANS. SLOPE RT TO CROWN STA: 27+96.79 FINAL GRADE EXISTING GRADEEXIS 12" STORM PROP 12" STORM CONNECTOR ROAD PLAN AND PROFILE 11640 CS112 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 24+50 - 28+35)1 SCALE: HORIZ. 1" = 20' | VERT. 1" = 5' CONNECTOR ROAD PLAN (STA 24+50 - 28+35)2 MATCHLINE C S 1 1 1 MATCHLINE CS113