HomeMy WebLinkAboutSec 4 C202 Site Details0:1200510503721200001cad1engr \SECTION- 41CDs1C200DET- 4.dwg, 8/112006 3:55:00 PM, mwagner,
1.1
PAVEMENT
TRANSVERSE EXPANSION JOINTS
NO SCALE
d/ c T
F
d 0
1/8"RADIUS
KEYWAY JOINT
NOTE: 10' MAX SPACING, 5 ON RADII
CONTROL JOINT
FILL WITH JOINT SEALER
KEYWAY FORMED BY
FASTENING KEY TO FORM
50' MAX
ALSO AT CASTINGS
EXPANSION JOINT
1/2" PREFORMED JOINT FILLER
NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT
ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR
PROPOSED PAVEMENTS, CURBS, MANHOLE CASTINGS AND WALKS.
50' MAX SPACING.
CONCRETE JOINT DETAILS
CURB JOINT DETAIL
NO SCALE (DCAM #12 -04)
TOP OF CURB
BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS
10' MAXIMUM, 5' ON RADII
R/W Line
14' FROM BACK OF CURB
9/16" PER 1'
TYPICAL FILL AREA
TYPICAL 2' -0" CONC.
ROLL CURB GUTTER
FLARED SIDE
Max. 1:10
R/W PAVEMENTS
EXISTING GRADE SHOWN IN
PROFILE IS AT THIS POINT 58
SR10 -A
NO SCALE
30' FROM BACK
CONC
CURB
PAVEMENT
UNDERDRAIN (TYP)
(SEE DETAIL)
PREPARED SUBGRADE COMPACTED
TO 93% MODIFIED PROCTER
NOTE: ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON.
NO SCALE
EXISTING GRADE SHOWN IN
PROFILE IS AT THIS POINT
PREPARED SUBGRADE COMPACTED J 5" #5D HAC BASE
TO 93% MODIFIED PROCTER 7" #53 STONE BASE
NOTE: ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON.
NO SCALE
HALF STREET SECTION
(FOR CUL—DE—LOOP)
NO SCALE ROLL CURB
TYPICAL VALLEY GUTTER
4' MIN.
SECTION A -A
4' -0" Min.
SECTION B
BITUMINOUS
30' STREET SECTION
0 BACK OF CURB
SURFACE
_1/4" PER 1' (Min.
ACCESSIBLE RAMP DETAIL
(CITY OF CARMEL)
CURB GRADES SHOWN IN PROFILES
ARE AT THIS POINT
CONC
CURB
#11 HAC SURFACE COURSE
5" #5D HAC BASE
7" #53 STONE BASE
CURB GRADES SHOWN IN PROFILES
ARE AT THIS POINT
ASPHALT
FLARED SIDE
Max. 1:10
ROLL CURB
2'
ONC
18.5' CURB
ROLL CURB TRANSITION
EDGE OF PVMT
SEE DETAIL PV -3
14' ROM BACK OF CURB
LK
6 PER 1' 1/4" PER 1
TYPICAL CUT AREA
DETECTABLE WARNING SURFACE
SEE INDOT DETAIL E 604 SWCR -O2
COMPACTED STONE BASE
COMPACTED SUBGRADE
14' ROM BACK OF CURB
PAVEMENT
CONC.
TYPICAL CUT AREA
R/W Line
EXISTING GRADE
R/W Line
EXISTING GRADE
CITY OF CARMEL STANDARDS
CONCRETE ROLL CURB GUTTER
STANDARD
DRAWING
10 -10
GENERAL NOTES
These dimensions are based on a 8 in. curb
height. They shall be proportionafly adjusted
for otter curb heights.
0 Mere site infeasibility preludes construction
to the width shown, such width may be
decreased to minimum of 3' -0.
0 The bottom edge of the curb ramp shall be
flush with the edge of adjacent pavement
and gutter line.
0 Landing areas at the top of curb ramps shall
have maximum cross slope of 50 1 in any
direction. When site infeasibility precludes
a landing slope of 50 1 In any direction, the
slope peipendlcular to the curb face shall not
exceed 50 :1.
If site infeaslbltiity precludes construction to
the width shown, the landing width may be
decreased to 3'-0 minimum The running
slope of the curb ramp may be steepened to
a maximum of 10 :1 fora maximum 8 In. rise.
8. Algebraic difference in grade between the base
of curb ramp and the gutter shall be limited to less
than 11%. if it Is not practical, a 2'-0 wide
level step shall be provided. See detail sketch.
0.4" 0.9"
o.9" 1.4"
TRUNCATED DOMES USED
IN DETECTABLE WARNINGS
Detectable warning brick
Brushed sand mlxhtre
Setting bed
Concrete base
PAVEMENT
BRICK SURFACE CONSTRUCTION
Slope 12 1
Construction of curb if
separated from ramp
#5 x 2'-
#55 spa. 18"
PAVEMENT
ALTERNATE CURB CONSTRUCTION
Provide 2'-0 level strip if
algebraic difference
exceeds 11%
CHANGE OF GRADE
Provide curb as required,
maybe monoliticwith
level strip.
DETAIL OF RAMP GROOVES
INDIANA DEPARTMENT OF TRANSPORTATION
SIDEWALK CURB RAMPS
GENERAL NOTES DETAILS
STRAIGHT CONCRETE CURB
CITY OF CARMEL STANDARDS
STANDARD
DRAWING
10 -13
E2
a,
c
rn
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W
otS
CERTIFIED BY:
Drown By:
NATHAN PAGE, PE
Checked By:
CHRIS WISEMAN, PE
Quality Assurance:
TOM SCHELLENBERGER
Scale:
0 Scale: 1' NA'
Sheet
C202
Date
08-11 -06
Project Number
050372 -20000