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HomeMy WebLinkAboutC411 Intersection Details-C415* *S816 807 GRD.CHG.3+76.88850.11511 499496 501 495 500 493 492 457 491 0+00854.671+00 854.32 0+25854.750+50854.620+75854.471+25854.171+50854.035+89854.673+00848.954+00850.645+00 852.91 3+25849.323+50849.704+25851.204+50851.774+75852.345+25853.475+50854.045+75854.52HP 0+20.37854.75 0+00849.301+00850.732+00851.423+00852.100+25849.780+50850.270+75850.561+25850.901+50851.081+75851.252+25851.592+50851.762+75851.931+00 849.55 0+50 848.50 0+75 849.03 GRD.CHG. 0+26.25 848.00 GRD.CHG. 0+32.25 848.12 GRD.CHG. 1+16.50 849.90 3+00847.11 3+25 847.50 3+50847.893+75 848.67 4+25849.94 4+50850.19 4+75850.45 5+25850.96 5+50851.211+00852.010+25851.560+75851.861+25852.16 1+50852.31-0+07.61848.900+00 848.962+00850.963+00851.990+25849.16 0+50 849.410+75849.671+25 850.181+50 850.441+75850.702+50 851.472+75851.73GRD.CHG.0+25.00???10' ASPHALT PATH10' ASPHALT PATH 10' ASPHALT PATH 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK91.5' R/W 91.5' R/W 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 21' I.E.E. 20' I.E.E. 21' I.E.E.21' I.E.E.21' I.E.E. × × × × ×× × × × × R24.5'R1 4 . 5 ' R5'R5'R14.5'R24.5' R19 .5'R5' R19. 8'9'20' 8' 22' 8' 22'8'22' 8'22'8'22'22'8' ASTOR LANE(Private) ASTOR LANE(Private) TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public) TEMPLETON DRIVE(Public)MADELYN DRIVE(Private) POWELL WAY (Private)MADELYN DRIVE(Private) DRIVE158 157 147 150 149 148 155 154 153 152 151 156 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 177 176 175 174 173 172 171 170 169 168 178 219 220 221 222 223 224 225 226 C.A.#19 C.A.#17 C.A.#18 C.A.#16 17' PVMT 17' PVMT 17' PVMT 17' PVMT ×ADA RAMP TO BE INSTALLED 10'15'10' 15'HP3+14.48852.15GRD.CHG.0+59.88850.46-1.22%1.55% 1.55%3.76% 1.02% 1.02% 1.02% 0.60%0.60%0.60%847.02847.52847.02847.52847.43847.93849.60850.10850.20 850.70 850.45 850.95 850.71 851.21 850.33 850.83 849.46 849.96 851.22 851.72 851.47 851.97 851.67852.17 851.82852.32852.12852.62852.27852.77852.42852.92852.57853.07852.08852.58851.87852.37851.76852.26851.81852.31851.88852.38851.15 851.65 850.92851.42 850.82 851.32 850.82 851.32 850.73 851.23 847.37 847.87849.84850.34850.10850.60850.35850.85850.63851.13850.87851.37851.12851.62851.32851.82851.47851.97851.63852.13851.77852.27851.92852.42852.07852.57852.19852.69849.06849.56849.42849.92849.32849.82849.58850.08849.83850.33850.09850.59850.35850.85850.61851.11850.86851.36851.12851.62851.38851.88851.63852.13851.89852.39849.67 850.17 849.93850.43850.02850.52850.44850.94850.70851.20850.96851.46851.24851.74851.73852.23851.99852.49852.25852.75851.58852.08851.34851.84851.24851.74851.15851.65850.35850.85850.12850.62850.02850.52849.93850.43849.22849.72848.87849.37852.02852.52852.6852.4852.5 852.3 852.4 852.2 852.3 852.1 852.2 852.1 851.9 851.8 851.4 851.3 851.0 850.9 850.3 850.2 849.6 849.5 849.0 848.9 848.7 848.6 848.4 848.3 848.2 848.0 847.7 847.6 847.1 847.0 847.1 847.0 846.8 846.7 849.12849.24848.77848.89849.50849.62849.15849.27849.55849.67851.38851.50851.03851.15851.95852.07851.59851.71852.51852.63852.16852.28853.08 853.20 852.73 852.85 853.65853.77853.30853.42854.22854.34853.86853.98854.69854.81854.34854.46854.85854.97854.49854.61854.93 855.05 854.58854.70854.93855.05854.57854.69854.80854.92854.44854.56854.65854.77854.29854.41854.50 854.62 854.14 854.26 854.35854.47853.99854.11854.20854.32853.85853.97849.72849.84850.36850.86851.49851.99851.34851.84850.82851.32849.61849.73849.96850.08849.12849.24849.48849.60850.09850.21850.45850.57850.39850.51850.74850.86850.56850.68850.91851.03850.73850.85851.08851.20850.90851.02851.25851.37851.07851.19851.42851.54851.24851.36851.59851.71851.41851.53851.76851.88851.58851.70851.94852.06851.75851.87852.11852.23851.92852.04852.28852.40851.97852.09852.32852.44849.20 849.32 848.85 848.97 849.76 849.88 848.30 848.42 848.59 848.71851.12851.24848.77849.27848.99849.49849.20849.70GRD.CHG.4+02.37849.70 GRD.CHG. 3+57.13???MATCHLINE " " SHEET E C411 MATCHLINE " " SHEET F C413 SECTION 4 SECTION 3 R5' 848.44 84 8 . 94 EX. 847.91848.41848.03 848.53 847.75 848.25848.88849.38847 .14 8 47.64 848.05 848 . 1 7 847.72848.22847.59 848.09 847.59 848.09 EX. EX. EX.848.79848.91R1 9 .5' -1 .68 % 0.70%0.70%-1. 66%-1.66%-6.93%-6.93 %0.76%0.76%850.50850.62R5' R5'R5'R5' R5'851.05851.55EX.EX.EX.EX.R5'R5 ' R5 'R5'R 5'850.75850.25849.95849.45852.35851.85851.94851.44849.86849.74849.52 849.40 DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY:THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942INTERSECTION DETAILSC415 1" = 20 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D EHVADI R J .ADNINAI EEG NIRENOILA NSFEPROSTATE OF S File Name: S:\65840BKM-S3\DWG\C411 Intersection Details.dwg - C415Modified / By: September 14, 2020 3:56:05 PM / aguyonPlotted / By: October 6, 2020 9:09:12 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 × DENOTES ADA RAMP TO BE INSTALLED DENOTES 1-1/2" DEPRESSED CURB AND GUTTER LEGEND DENOTES 6" CHAIRBACK CURB AND GUTTER 12/04/20