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CG402 PARKING GRADING PLAN ENLARGEMENT
900 90 0 90089 9 9 0 0 898899 901901 9 0 1 8 9 8 8988 9 9 899901901 902 903905 904906 907 910908905901902902 89 9 900.98 M.E.± 902.81 M.E.± 901.80 902.02 902.46 902.00 902.75 902.70 T/C 902.90 G/C 902.06 901.92 902.53 902.33 902.18 T/C 901.05 T/C 901.23 T/C 901.80 T/C 901.59 T/C 902.21 T/C 901.12 T/C 901.51 T/C 900.53 T/C 901.2926+0027+00901.43 901.39 901.97 902.66 T/C 902.81 T/C 902.74 902.59 902.55 T/C 902.70 903.24 903.31 903.21 903.12 903.17 903.15 904.95 904.85 905.58 905.69 906.44 906.31 907.18 907.04 G/C 902.09 T/C 902.37 T/C 901.99 T/C 901.98 T/C 901.61 T/C 901.15 T/C 900.93 T/C 900.96 T/C 900.20 T/C 900.74 T/C 900.85 T/C 900.70 900.43 901.89 901.24 901.63 901.20 901.11 G/C 900.42 G/C 900.35 899.82 M.E.± 900.50 M.E.± 901.24 M.E.± 900.85 M.E.± 901.33 M.E.± 901.07 M.E.± T/C 902.65 T/C 902.59 T/C 902.61 T/C 902.46 T/C 902.27 T/C 901.94 T/C 901.64 T/C 901.70 T/C 901.68 T/C 901.72 T/C 901.66 T/C 901.65 901.74 901.82 901.81 901.88 901.79 901.84 901.81 901.87 902.12 902.52 901.34 901.62 901.21 901.97 902.69 902.53 902.75 902.60 902.54 902.69 900.85 A 902902.42 901.94 901.93 901.80 901.90 T/C 902.57 G/C 902.07 T/C 902.55 G/C 902.05 G/C 900.54 G/C 900.55 T/C 900.87 T/C 901.04 901.13 900.50 900.91 M.E.± 900.80 M.E.± T/C 901.29 T/C 901.55 901.38 901.03 900.97 900.94 900.87 900.29 901.11 900.36 901.14 901.23 901.33 901.31 G/C 901.30 902.10 902.00 901.93 901.90 905903904906907902902901 902901906 907 9 0 0 9019029 0 4901 902 902 901.26 901.50 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 SAND FILTER / BIOSWALE SOIL MIX 1.REFER TO SHEETS CS111-CS113 FOR CONNECTOR ROAD PLAN AND PROFILE 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 PARKING GRADING PLAN ENLARGEMENT 11640 CG402 SHEET NOTES LEGEND N 0'40'20'10' SCALE: 1" = 20' KEYED NOTES CURB HEIGHT SHALL EXCEED 6" TO ACCOMMODATE EXISTING GRADES AT BACK OF CURB. CONTRACTOR SHALL FIELD FIT CURB HEIGHT IN THIS LOCATION TO MINIMIZE IMPACT TO EXISTING TREES AND LANDSCAPE. A