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HomeMy WebLinkAboutC401 - Intersection Details-C401WWWWWWWWWWWWWWWWWWWWWWW40' B.L.40' B.L.20' D.&U.E.20' D.&U.E. 328 7+00 861.28 7+25 861.54 8+75 858.30 9+00 857.67 14+25859.9514+50860.1014+75860.2515+28.92860.57GRD.CHG.7+40.20 861.58 HP7+60.35 861.50 8+40.35 859.54 15+02.24860.410.60%-3.90% -1.30%-1.30%-3.90% 8+00.30 860.85 0.60%2.08%1.20%14+82.35860.298+50.36 859.15 7+50.36 861.56 8+60.36 858.78 14+92.35860.087+70.30 861.40 7+80.30 861.26 7+90.30 861.07 8+10.30 860.58 8+20.30 860.28 8+30.30 859.93 25' RAD.2 5 ' RAD . 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK ALMOND CREEK DRIVEALMOND CREEK DRIVE30' B-B50' I.E.E. & D.U.&S.S.E.30' B-B 50' I.E.E. & D.U.&S.S.E. 861.54 861.21 861.54 861.21 861.28 860.95 861.28 860.95 861.56 861.26 861.58 861.25 861.58 861.25 861.50 861.20 861.55 861.25 861.54 861.24 861.15 860.85 860.68 860.38 860.06 859.76 859.75 859.45 859.38 859.08 858.51 858.88 859.27858.03857.40 858.90 858.60 858.27 857.97 860.14860.02860.08861.01860.71860.95860.65860.89860.59860.85860.55859.98859.83859.68860.70860.40860.55860.25861.45 861.15 861.32 861.02 860.93 860.63 860.39 860.09 861. 3 6 861. 0 6861.238 6 0 . 9 3861.15860.85 859.69 860.10860.20861.56 861.26FULLSUPERFULLSUPER NORMAL CROWN NORMAL CROWN FULL SUPER FULL SUPER DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY: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: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.INTERSECTION DETAILC401 60160REP-S7 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA12/18/19File Name:S:\60160REP-S7\DWG\C401 - Intersection Details.dwg - C401Modified / By:January 17, 2020 4:39:47 PM / jthurmanPlotted / By:September 2, 2020 7:58:10 AM / Brian RobinsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 703/09/20REVISED PER TAC COMMENTSDSM07/15/20REVISED PER TRICO COMMENTSDSMINTERSECTION DETAIL ALMOND CREEK DRIVE SCALE: 1" = 20' LEGEND DENOTES AREAS OF PAVEMENT AND CURB TRANSITION BETWEEN NORMAL CROWN AND SUPERELEVATION DENOTES RIBBON CURB GRAPHIC SCALE ( IN FEET ) 1" = 20 FT 15'-0" 2'-0" 10'-0" 5'-0" 15'-0" 2'-0" 10'-0" 5'-0" 2.08% (MIN.) 2.08% (MIN.)2.08% (MIN.) 2.08% (MIN.) 15'-0" 2'-0" 10'-0" 5'-0" 5'-0" 10'-0" 2'-0" 15'-0" 2.08% (MIN.) 15'-0" 2'-0" TYPICAL ROADWAY SECTION - NORMAL CROWN NOT-TO-SCALE TYPICAL ROADWAY SECTION - FULL-SUPER NOT-TO-SCALE TYPICAL ROADWAY SECTION - WITH RIBBON CURB NOT-TO-SCALE ROLL CURB & GUTTER SIDEWALKROLL CURB & GUTTERSIDEWALK ROLL CURB & GUTTER SIDEWALK REVERSE LIP ROLL CURB & GUTTER SIDEWALK RIBBON CURB NOTES SEE SHEET C803A FOR PAVEMENT AND CURB & GUTTER DETAILS