HomeMy WebLinkAboutC401 - Intersection Details-C401W W W WW W W WW W W W WWW W W W W W W W W40'40' B.L.20' D.&U.E.20' D.
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%-3.9 0 %
-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.25' 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
858.51 858.88 859.27858.03 857.40
858.90
858.60
858.27
857.97 860.14 860.02860.08 861.01860.71860.95860.65860.89860.59860.85860.55859.98 859.83859.68860.70860.40860.55860.25861.45
861.15
861.32
861.02
860.93
860.63
860.39
860.09
861.
3
6
861.
0
6861.2386
0
.
9
3861.15860.85859.69 860.10860.20861.56
861.26FULLSUPERFULLSUPER NORMAL
CROWN
NORMAL
CROWN
FULL
SUPER
FULL
SUPER DATE MARK REVISIONS BYCERTIFIED: 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 BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY OR A SURVEYOR LOCATIONREPORT.INTERSECTION DETAILC401
60160REP-S7
PDR BKR CARMEL, CLAY TOWNSHIP HAMILTON 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 703/09/20 REVISED PER TAC COMMENTS DSM07/15/20 REVISED PER TRICO COMMENTS DSMINTERSECTION 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 & GUTTER SIDEWALK
ROLL CURB & GUTTER SIDEWALK
REVERSE LIP
ROLL CURB & GUTTER
SIDEWALK
RIBBON CURB
NOTES
SEE SHEET C803A FOR PAVEMENT AND CURB & GUTTER DETAILS
09/02/20