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HomeMy WebLinkAboutC411 Intersection Details-C416CROSSWALKCROSSWALK CROSSWALKCROSSWALK CROSSWALK CROSSWALK> o o o > o o o > o o o > o o o > o o o > o o o> o o o > o o o > o o o> o o o > o o o > o o o > o o o > o o o > o o oCROSSWALK T.P.8853.853.23853.26853.04852.851.72851.73851.73851.32851.51852.14 4099 852.63 TR3 852.60T.P.4105 852.47 TR3851.851.84852.40852.56852.60852.60 85853.09853.10853.06R40R20 X3 R24 R3 0R18R30 R20R24R24R24 X2 R36R12 X2 R4 8R24_PINER18_PINER8X5_MAPLER6R8X4 R6X6R6X2 R8 R8X2R8X2R6CLUSTERR6CLUSTERR24822 820 821 819 818 817 510 509 507 504 506 503 513 508 514 502A 498 497 502B 518 502 417 517 5124+22854.993+00853.514+00854.531+25854.171+50854.031+75854.022+25853.962+50853.812+75853.663+50853.60 GRD.CHG.1+85.50854.08 GRD.CHG.2+05.50854.08LP1+63.15854.00LP3+20.32853.434+02851.793+00852.103+50851.875+09 855.44 0+00851.791+00852.502+0 0 85 3 . 34 4+00 854.79 5+00 855.39 0+25851.870+50852.080+75852.291+25852.711+50852.921+75853.13 2+25 853.55 2+50 853.76 2+75 853.97 3+25 854.34 3+50 854.49 3+75 854.64 4+25 854.94 4+50 855.09 4+75 855.24 GRD.CHG. 3+02.19 854.20 L.P.0+07.00851.721+25852.16 1+50852.311+75852.46GRD.CHG.1+85.50852.523+00851.992+75851.733+25852.24GRD.CHG.3+52.13852.521+89 852.63 0+00 850.92 1+00 852.45 0+25 851.18 0+50 851.78 0+75 852.20 1+25 852.69 1+75 852.66 2+35 ??? 0+00 853.14 1+00 854.19 2+00 ??? 0+50 854.09 0+75 854.28 1+50 853.78 1+75 854.09 2+25 ??? HP 0+79.75 854.28 LP 1+47.19 ??? GRD.CHG. 0+62.50 852.08 HP 1+46.21 852.78 GRD.CHG. 1+62.70 ??? LP 1+89.00 ??? 10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 50' R/W50' R/W5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' 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.21' I.E.E. 21' I.E.E. 21' I.E.E. × × × × × × × × × × × × × × ×× R14.5'R14.5' R1 9 . 5 ' R19 .5' R 1 9 .5' R14 .5'R1 4 .5'R14.5'R14.5' R5'R5' R19.5'R14.5 'R14.5'R3 ' R15 ' R5'R3 5 '8'20'8'20'20'9'8'20'8'20' 20'9' GILDER DRIVE (Private)ASTOR LANE(Private) TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public) BARRYMORE DRIVE (Public) BARRYMORE DRIVE (Public) MADELYN DRIVE(Private)MADELYN DRIVE(Private) 192 193 169 168 204205 206 207 208 209 210 211 212 213 214 215 217 230 231 232 233 234 235 236 219 229 238 237 195 196 197 198 225 226 228 216 199 200 201 202 203 C.A.#20 C.A.#23 C.A.#22 C.A.#21107 L.F. SWALE @ 1.00%107 L.F. SWALE @ 1.00%51 L.F. SWALE @ 1.00% 218 227 194239 27' PVMTGRD.CHG.3+73.88851.90 GRD.CHG.3+90.88851.90 HP3+14.48852.15L.P.3+59.37851.76-2.21% 2 . 3 8%1.00% -1.22%0.98% 2.43% 4.5 5 %-1.93%0.84%-1.00%0.70%0.70%2.08%0.60%0.60%852.42852.92852.57853.07852.60853.10851.72852.22852.07852.57852.19852.69851.63852.13851.89852.39851.99852.49852.25852.75852.47852.97852.38852.88852.02852.52854.27 854.77 854.27 854.77 854.00 854.50 854.00 854.50 853.62 854.12 853.41 853.91 853.73 854.23 853.52 854.02 853.97 854.47 853.97 854.47 853.97 854.47 853.97 854.47 853.54 854.04 853.33 853.83 853.03 853.53 853.08 853.58 852.52 853.02 852.31 852.81 852.27 852.77 852.07 852.57 851.01 851.51 850.80 851.30 853.88 854.38 853.72 854.22 853.69 854.19 852.35 852.85 851.79 852.29 850.96 851.46 850.98 851.48 851.30 851.80 852.15 852.65 852.61 853.11 852.07 852.57 852.17 852.67 852.84 853.34852.6852.7853.2852.1 852.2 851.9 852.0 851.9 852.0 851.9 852.0 851.9852.0 851.9 852.0 851.9 852.0 851.9852.0851.9 852.0 852.3 852.4 853.0 853.0 853.4852.9852.7 852.5 852.6 852.4 852.5 852.3 852.1 852.7 853.0852.5851.7851.1 851.4852.2 851.9 851.4851.6854.35854.47853.99854.11854.20854.32853.85853.97854.18854.30854.14854.26853.78853.90853.99854.11853.63853.75853.84853.96853.48853.60853.69853.81853.33853.45853.61853.73853.26853.38853.78 853.90 853.43 853.55 854.22854.34853.87853.99851.92852.04852.28852.40851.97852.09852.32852.44851.70851.82852.05852.17851.96852.46851.92852.04851.69851.81852.05852.17851.90852.02852.26852.38852.11852.23852.47852.59852.32852.44852.68852.80852.53852.65853.10853.22854.51 854.63 854.16 854.28 854.66 854.78 854.31 854.43 854.38 854.50 854.02 854.14 854.15 854.27 853.79 853.91 853.94 854.06 853.58 853.70 854.81 854.93 854.46 854.58 854.96 855.08 855.11 855.23 855.17 855.29 855.26 855.38 855.41 855.53 855.56 855.68 855.62856.12854.54 854.66 855.27 855.77 853.37 853.49 853.73 853.85 853.1 6 85 3 . 28 853. 52 853. 64 852.74852.86852.89853.01852.95853.07853.31853.43854.64854.76854.74 855.24 854.58 855.08 854.16854.28853.81853.93851.35 851.85 851.61852.11851.35 851 .85 854.92855.42855.07855.57MATCHLINE " " SHEET F C412 SECTION 4 SECTION 3 852.31 852.8 1 852.14852.64852.41852.91852.49852.99??? 0.66%0.84% 2.02%2.09% 0.51%-0.60%-0.60%0.98% H.P .H.P.852.45852.95851.97 852.47 851.98 852.48 852.55853.05852.93 853.43 0.70% -1.5 7 % H .P.H .P.1.82%852.83 85 3 . 33 0.74%852.64853.14854.89 855.39 854.76854.888 5 4 . 0 2 8 5 4 .5 2 854.24854.74854.19854.69853.83854.33851.80852.304.55%1.82 %854.25854 . 75 854.05 854. 5 51.15%1.15%1. 3 4%1.34%-2.67 %1.88%1.93%0.70%-2 .1 7 %-0.70 %-0.70%0.70%R5 'R5'R 5'R5'R5'R5'R5' EX. EX. R 5 'R5'852.37 851.87 852.50 852.00 852.10851.60851.05 850.55 853.51 853.01 854.04 853.54 854.25 853.75 854.98 854.48 852.47852.35854.20854.08853.37853.25853.93853.81851.65851.53852.43 851.93 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 DETAILSC416 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 DEHVADI R J . ADNINAI EEG NI RENOI LA NSFEPROSTATE OF S File Name: S:\65840BKM-S3\DWG\C411 Intersection Details.dwg - C416Modified / By: September 14, 2020 3:56:05 PM / aguyonPlotted / By: October 6, 2020 9:09:23 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