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CS111 CONNECTOR ROAD PLAN AND PROFILE
5 CU502 901 902 90390421 + 0 0 22+00 23+0024+00PC: 21+43.87 PC: 22+76.45 PT: 22+64.28 L =1 2 0 .4 1 R =1 5 6 .0 0 Δ =0 4 4 .2 2 N37° 35' 42.97"E 143.87' N81° 49' 06.74"E 12.18' L =216.14 R =3 61.4 3 Δ =0 3 4.2 6 STA: 20+79.17 OFF: 16.25' ELEV: 903.98 STA: 20+70.28 OFF: 17.43' ELEV: 904.04 STA: 20+71.48 OFF: -17.52' ELEV: 904.40 STA: 20+82.65 OFF: -16.35' ELEV: 904.40 END TRANSITION CURB START REJECT CURB STA: 20+62.41 OFF: -18.47' ELEV: 904.41 MATCH EXIS. START ACCEPT CURB STA: 20+34.68+/- OFF: -50.74' +/- ELEV: 904.35+/- MATCH EXIS START ACCEPT CURB STA: 20+36.17+/- OFF: 33.57' +/- ELEV: 904.33+/- STA: 20+62.36 OFF: 18.47' ELEV: 904.23 STA: 21+25.00 OFF: 10.22' ELEV: 903.65 STA: 21+60.21 OFF: -9.00' ELEV: 903.67 9' 9' 904.52 904.00 903.78 903.41 903.26 902.90 902.64 903.00 902.74 902.38 902.11 902.47 902.35 901.87 901.61 901.97 901.71 901.35 901.10 901.46 900.84 901.20 900.32 900.68 900.66 900.76900.95 901.12 900.97 901.20 901.33 901.18 901.40 901.55 901.67 901.52 901.48 901.63901.41 901.25 900.89 901.02 900.85 900.95 901.00 901.04 901.01 902.69 902.85 901.98 901.83 903.31 903.15 904.63 M.E.± 901.95 M.E.± 904.61 M.E.± 904.67 M.E.± 904.17 M.E.± 900.35 M.E.± B/W 902.96 897.17 B/W 903.00 897.29 B/W 902.97 B/W 902.97 B/W 897.40 B/W 897.40 B/W 897.60 B/W 897.60 904.15 904.19 904.22 904.36 904.59 901.04 900.25 M.E.± 900 898 899 901 902 900898901902903904897902 903904 900 901 902 900898899901902903900898899901902900 899 901 902 903 904900899 STA: 20+00.00 N:1,715,515.83 E: 175,145.13 END ACCEPT CURB START TRANSITION CURB STA: 20+42.14 OFF: -29.10' ELEV: 904.62 904.38 904.60 904.68 90 5 905 STA: 21+00.00 OFF: 13.51' ELEV: 903.83899STA: 21+25.00 OFF: -11.89' ELEV: 904.09 STA: 21+00.00 OFF: -14.52' ELEV: 904.40 904.23 904.27 904.19 904.17 904.08 904.10 904.14 904.45 904.40 903.95 STA: 21+43.87 OFF: 9.00' ELEV: 903.48 STA: 21+43.87 OFF: -9.91' ELEV: 903.86 901.14 901.19 PI N:1,715,680.05 E: 175,271.57 PI N:1,715,706.65 E: 175,456.63 902.60 902.24 903903.52 903.16 900.94 900.58 897.62 897.40 STA: 20+44.00 ELEV: 904.72 M.E.+/- STA: 25+00.64 ELEV: 899.85 LT SIDE OF ISLAND: ACCEPT CURB RT SIDE OF ISLAND: REJECT CURB LT SIDE OF ISLAND: ACCEPT CURB RT SIDE OF ISLAND: REJECT CURB JANUARY 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 ELEVATIONSTATION 894 895 900 905 910 915 894 895 900 905 910 915 EGFG20+00906.3920+50904.65904.6121+00904.11901.7421+50903.59900.7022+00903.08897.1322+50902.56898.9723+00902.05899.4423+50901.53899.5624+00901.02900.1724+50900.50900.21-1.03% 54.78' TRANS. EXIS. TO SLOPE RT SLOPE RT STA: 20+71.99 ELEV: 904.19 STA: 20+85.02 ELEV: 904.19 STA: 20+98.87 ELEV: 904.12 STA: 20+49.50 ELEV: 904.66 FINAL GRADE EXISTING GRADE MEDIAN ISLANDS START STA: 20+44.00 ELEV: 904.72+/- (MATCH EXIS.) PROP 38" x 60" ELLIPTICAL STORM CONNECTOR ROAD PLAN AND PROFILE 11640 CS111 SHEET NOTES LEGEND N KEYED 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 ISSUED FOR CONSTRUCTION 09/10/2020 SCALE: 1" = 20' CONNECTOR ROAD PLAN (STA 20+00 - 24+50)1 SCALE: HORIZ. 1" = 20' | VERT. 1" = 5' CONNECTOR ROAD PROFILE (STA 20+00 - 24+50)2 MATCHLINE CS112PER CITY STORMWATER RVW 09/21/2020