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HomeMy WebLinkAboutC411 Intersection Details-C414* * 812 D 491 453494 1+00845.912+00847.433+00848.950+50845.160+75845.541+25846.291+50846.671+75847.052+25847.812+50848.192+75848.57 3+25849.321+00 844.26 2+00845.563+00847.110+25843.490+50 843.640+75 843.95 1+25 844.56 1+50 844.87 2+25845.952+50846.34 2+75846.733+25847.5010' ASPHALT PATH10' ASPHALT PATH 5' SIDEWALK21' I.E.E. 31' D.U.&S.S.E. 46' R/W 5' SIDEWALK 5' SIDEWALK 31' D.U.&S.S.E. 21' I.E.E. × × × × R5' 8'22' 8'22'8' 22'MADELYN DRIVE(Private) TEMPLETON DRIVE(Public) MADELYN DRIVE(Private)145 144 143 162 163 164 165 166 146 158 159 160 161 157 147 17' PVMT 0.60% 1.23% 1.23% 1.23% 1.55%1.55% 1.55%843.75844.25843.90844.40843.98844.48844.16844.66843.40843.90843.55 844.05 843.62844.12843.85 844.35844.16 844.66 844.47 844.97 844.78 845.28845.47845.97845.86846.36846.24846.74846.63847.13847.02847.52847.02847.52844.82845.32845.13845.63845.46845.96846.21846.71846.60847.10846.99847.49847.43847.93846.09846.59845.82846.32845.53846.03845.59846.09844.50845.00844.25 844.75844.08 844.58 845.66846.16847.37847.87847.1847.0846.8 846.7 846.4 846.3 846.1 846.0 846.0 845.9 845.9 845.8 845.8 845.7 845.7 845.6 845.6 845.5 845.5 845.3 845.4 845.2 845.2 845.1 845.33845.45844.98845.10845.71845.83845.36845.48846.09846.21845.74845.86846.47846.59846.12846.24846.85846.97846.50846.62847.23847.35846.87846.99847.61847.73847.25847.37847.99848.11847.63847.75848.36848.48848.01848.13848.74 848.86 848.39848.51849.12849.24848.77848.89849.50849.62849.15849.27849.72849.84TEMPLETON DRIVE(Public) GRD.CHG.0+50.00??? GRD.CHG.1+76.70???MATCHLINE " " SHEET D C411 MATCHLINE " " SHEET E C412 17' PVMT 17' PVMT R5' R 5'R5'R5'R5'847.64R19. 5 '844.16 844.66 843.98 844.480.76%845.61845.11CROSSWALK 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 o > o o oCROSSWALKTV.P. * 811 811A D GRD.CHG.0+25.80844.79LP0+00.00844.68844.86844.98474 476 475 477 478 479 472B 435A 472A 436A 3+75 846.00 4+50 846.215+25845.675+50845.515+75845.35 6+25845.046+50844.881+00845.910+50845.160+75845.542+38 845.13 0+00 843.99 1+00 843.93 2+00 844.80 0+50 843.70 0+75 843.72 1+50 844.37 1+75 844.58 2+25 845.02 LP 0+59.55 843.68 0+25843.530+00.00843.83GRD.CHG.0+08.50843.66 0+25843.490+50843.640+75843.95119 118 117 116 131 122 121 120 130129 128 127 124 12310' ASPHALT PATH10' ASPHALT PATH5' SIDEWALK 21' I.E.E. 31' D.U.&S.S.E. 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK31' D.U.&S.S.E. 31' D.U.&S.S.E.21' I.E.E. × × × × × × × × × × × R14.5'R14.5'R1 4 . 5 'R14.5'R5' R 1 9 . 5'R19.5'8'22' 20.36'8'8'20'20'9'MADELYN DRIVE(Private)STEINBECK PLACE (Private) LAGERFIELD DRIVE (Public) MADELYN DRIVE(Private)142 167 143 165 166 C.A.#15 C.A.#14 126 125 50' R/W27' PVMT27' PVMT50' R/W17' PVMT ×ADA RAMP TO BE INSTALLED -0.60%-0.60%0.87% 0.87% -0.77%0.60% 1.23%0.70%-1.06% 0.60 %0.60%843.72844.22843.75844.25843.90844.40843.98844.48844.16844.66843.40843.90843.55844.05843.62844.12843.85844.35844.25844.75844.08844.58843.63844.13845.68 846.18 845.76 846.26 845.22 845.72 845.00 845.50 845.64 846.14 845.76 846.26 845.42 845.92 845.21 845.71 845.00 845.50 845.60 846.10 845.33 845.83 844.57 845.07 843.65 844.15 843.51 844.01 843.12 843.62 843.28 843.78 843.57 844.07 843.79 844.29 844.15 844.65 843.51 844.01 843.44 843.94845.5845.3845.4 845.2 845.2 845.1 845.1 845.0 845.3 845.7 845.5 845.1 845.2 845.1 845.1 845.0 845.1 845.0 845.1 845.0 845.1 845.0 845.1 845.0 845.1 845.0 845.1 845.0 845.1 845.0 845.5 845.2 845.82 845.94 846.17 846.29 846.01 846.13 846.36 846.48 846.14 846.26 846.50 846.62 846.03 846.15 846.38 846.50 846.16 846.28 845.81 845.93846.00846.12 845.65 84 5 .77845.85845.97845.49845.61845.69845.81845.33845.45845.53 845.65 845.18845.30845.37845.49845.02845.14845.22845.34844.86844.98845.06845.18 844.70844.82845.02845.14844.97845.09844.61844.73845.33845.45844.98845.10845.71845.83845.36845.48846.09846.21845.74845.868 43.72844.22 843.46843.96843.41 843 . 91 843.51 844.01843.67844.17TEMPLETON DRIVE(Public) LP 0+02.48 843.41 GRD.CHG.0+50.00???0.42%0.42%844.12844.62 844.86845.364+00 846.19 5+ 0 0 845.836+00845.207+00844.70GRD.CHG. 4+75.00 845.98GRD.CHG.6+70.39844.75 GRD.CHG.6+80.39844.96 GRD.CHG.6+90.39844.75HP 4+26.57 846.32844.51844.6384 4 .13 844 . 6 3844.51845.01-3.03%-3.03 %H.P.R5'844.16 844.66 R5'-1.47%0.70%844.76 845.26H.P. 0.87% R 5 ' H.P.MATCHLINE " "SHEETCC410MATCHLINE " " SHEET D C411 SECTION 3 SECTION 2 2.08% 20.36'R5'R5'R5'R5 'EX. 845.0184 5 . 5 1 844.16844.66843.98844.48EX.844.78844.66845.34 844.84 844.62844.50843.97 843.47 843.77 843.27 843.58 843.08 843.81843.31DATE 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 DETAILSC414 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 - C414Modified / By: September 14, 2020 3:56:05 PM / aguyonPlotted / By: October 6, 2020 9:09:02 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