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HomeMy WebLinkAboutCG401 PLAYGROUND GRADING PLAN ENLARGEMENTco coDco co D D co co DDD 9009009009009019019019019019 0 0 900901 901900901902 902900 900901 901901902 902 903 903905910904906 907 90 8 9099119129069079089059049109089059109089 0 9 911910 908 909911 906907908909905902903904906907906 907 908 908909909 90 5905 9 1 0 90 2 902 90 3 9 0 3 90 4 9 0 4 90690 6 9 0 7907908 9 0 8 9 0 9909 9 1 1 9 1 2 9 1 3 914905 910 901902903904 906 907 908 909911912913914912913914913 913 905 9109059109069 0 7 908909902 90 2 903 901.77 M.E.± 912.74 T/W 912.83 T/W 912.93 912.94 913.22 913.13 913.13 913.22 913.11 910.13 905.63 902.58 912.40912.70 912.70 T/W 912.48 T/W 912.65 T/W 913.13 907.39 902.21 902.25 902.25 902.25 902.25 902.25 902.25 902.25 901.95 901.99 902.08 902.08 902.07 902.09 901.80 902.02 902.46 902.47 902.62 T/C 901.05 T/C 901.23 T/W 913.67 T/W 914.00 T/W 914.00 T/W 912.67 T/W 912.50 T/W 912.30 T/W 912.30 T/W 910.50 T/W 909.49 T/W 904.12 T/W 907.06 B/W 904.12 B/W 904.41 B/W 904.24 B/W 903.67 B/W 903.36 B/W 903.19 B/W 903.05 B/W 902.86 B/W 902.86 B/W 902.69 B/W 902.91 B/W 913.07 B/W 903.35 B/W 903.57 B/W 903.84 T/W 912.66 903.38 912.70912.70 907.58 902.38 902.45 903.28 903.24 903.31 902.89 902.76 902.48 902.33 902.35 902.30 903.04 902.01 901.98 901.99 901.85 902.26 903.21 903.07 902.95 902.99 902.65 902.72 903.12 903.19 903.12 903.07 902.64 902.62 902.81 903.14 903.17 902.93 903.18 903.29 903.19 903.11 903.17 903.15 902.19 902.44 904.95 904.85 905.58 905.69 906.44 906.31 907.18 907.04 907.87 907.79 908.34 908.27 909.16 909.07 909.98 909.90 910.80 910.75 911.63 911.56 912.38 912.30 911.67 903.91 904.19 904.29 904.24 904.22 904.17 911.34 910.57 910.48 909.81 909.73 909.06 909.05 908.37 908.31 907.58 907.70 907.76 907.83 908.24 908.29 908.80 908.81 909.38 909.30 909.91 909.82 910.36 910.42 911.02 911.11 911.12 911.21 911.84 911.79 912.16 912.28 912.30 912.40 913.27 913.37 914.07 914.36 914.27 914.02 914.14 914.26 914.11 914.16 914.31 914.19 914.40 914.25 913.73 913.62 913.29 913.23 913.30 913.38 914.15 913.25 913.25912.42 912.51 912.60 912.41 912.37 912.51 912.73 912.93 913.10 913.21 913.07 913.13 901.24 M.E.± 900.85 M.E.± 901.07 M.E.± 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 901.65 901.84 901.81 901.87 902.12 902.20 901.94 903.06 903.29 903.36 902.43 902.56 902.34 902.10 903.51 903.45 903.23 co coDco co D D co co DDD 907.92 907.84 HP 903.95 HP 903.80 LP 901.67 901.90 901.75 901 901 905 903 904 90 2 905903904906902902.10 902.10 902.27 902.21 902.19 902.06 902.25 902.15 902.08 901.99 901.79 901.96902.00 901.82 901.93 901.68 901.74 901.84 901.90 902.25 902.25 902.25 902.25 902.25 902.25 902.25 902.18 902.25 902.18 904.50 904.39 904.21 904.20 904.08 T/C 904.69 T/C 904.58 T/C 904.31 902.03 902.07 902.07 901.84 902.01 902.01 902.08 902.13 902.14 902.14 902.14 902.17 902.21 902.54 902.65 912.25 907.70 907.60 907.97 907.88 912.56 912.56 912.54 912.60 912.79 912.90 913.16 913.25 913.20 913.13 902.75 902.69 913.34 913.25 913.17 913.27 913.68 913.56 912.77 912.72 901.59 901.94 906 907908 899.50899.50 899.50 899.50 899.50 899.50 902 9 0 4 910908909911912 9 1 2 913 902 902 901.26 901.50 EMERGENCY SPILLWAY SAND FILTER 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 co co co 9009019019 0 0 901 900901902902 910 906 907 908 909911912913913 905 910 913.13 913.13 913.11 910.13 905.63 902.58 T/W 913.13 902.21 902.25 902.25 902.25902.25 902.08 902.08 902.07 902.09 T/W 913.67 T/W 914.00 T/W 914.00 T/W 912.67 T/W 912.50 B/W 902.86 B/W 902.86 B/W 902.69 B/W 902.91 B/W 913.07 902.76 902.48 902.33 902.35 902.30 901.99 901.28 901.07 901.92 902.46 902.65 902.72 902.64 902.62 902.81 902.19 902.44 913.10 913.07 913.13 co co co 902.06 902.25 902.25 902.25 902.25 902.25 902.25 902.25 902.25 902.18 902.25 902.18 902.03 901.84 902.01 902.01 902.08 902.13 902.14 902.14 902.14 902.17 902.21 902.54 902.65 913.20 913.13 902.75 902.69 913.25 913.17 913.27 901.59 901.94 902 913 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 PLAYGROUND GRADING PLAN ENLARGEMENT 11640 CG401 SHEET NOTES LEGEND N 0'40'20'10' SCALE: 1" = 20' SCALE: 1" = 20'-0" ADD ALTERNATE #2: PRAIRIE PLAY ADDITIONS1 KEYED NOTES THE CONCRETE PAD BELOW THE PAVILION SHALL HAVE A SLIGHT SLOPE. CONTRACTOR SHALL STAKE GRADES FOR APPROVAL BY ENGINEER PRIOR TO CONSTRUCTION. A A