HomeMy WebLinkAboutC5.2 ConcreteNOTE:
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JOINTS SHALL BE CUT
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WITH A JOINTER HAVING A
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RADIUS OF 1/4' AND FILLED
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WITH JOINT FILLER.
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OF WAIN OR MAX 6' 0'
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BETWEEN TRANSVERSE JOINTS
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PREPARED SUBGRADE COMPACTED IN ACCORDANCE
NTH SECTION 207 OF STANDARD INDOT SPECS.
CONCRETE SIDEWALK
NO SCALE
NOTES:
EGDED AND BROOM FINISHED . NO 'PICIURE FRAME' FINISHES WILL BE PERMITTED
CLASS 'A' CONCRETE
6' DEPTH OF CONCRETE AND 6' COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES
IF AGGREGATE IS REWIRED j53 STONE WILL BE USED AT A MINIMUM OF 4% WITH EXCEPTION OF ACROSS DRIVES
Crosswalk
IQ Sidewalk 0
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ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMP ADJACENT CURB
as Required
Cmsaweik Markings
`Jeuffer,"
( Skkwalk 0
ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMP WITH BUFFER
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and meal Codes
ee City of Camel ((��
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DATE: \\ 09/24/19
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COMPACTED BACKFlLL r, F�lN/l/�11111111111le
'` BITUMINOUS PAVEMENT
J` CLASS 'A'
CONCRETE
D=9'
STRAIGHT CONCRETE CURB
NO SCALE
NOTES: INTEGRAL CURB WTH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTOR JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/Y D
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 16 MINIMUM
NO BACKFIWNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CDNCRETE
SHALL BE IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS
NOTES:
Q3 A taming spare is not required at the top of the ramp for a one-waY
directional perpendicular curb ramp.
QWhere there's no buffer between the sidewalk and curb the preferred
minimum sidewalk wWth is 6 fit Where a buffer is placed between the
sidewalk and curb, the preferred minimum sidewalk width is 5 R See
Standard Drawing Series E 604-SDWK for sidewalk details.
LEGEND:
Q Buffer or Other Non -Walkable Surface
Q Ramp
Detectable Warning Surface
Sidewalk Expansion Joint
SL�a�
B
Sidewalk Expansion
4
Sidewalk Expansion
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CURB—
MEASURED AT PROPERTY UNE
RADIUS _I 30' Ma RADIUS
If 90'
1A, 30' MAX
MEASURED AT PROPERTY
30' RADIUS
COMMERCIAL DR/ VEWA YS
NO SCALE
PER CITY ORDINANCE
NOTES:
USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB
CONCRETE DRIVE AND/OR SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF 8- CONCRETE, 6' COMPACTED AGGREGATE, NO. 53 AND REINFORCED
AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE
ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED.
PROVIDE 30' RADIUS REGARDLESS OF SIDEWALK/PATH LOCATION
PATH/SIDEWALK AND TREE LAWN DIMENSIONS VARY PER CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN)
B
NOTES:
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QI The bottom edge of the turning space and top of curb shall be flush
with the edge of adjacent pavement and gutter line.
Sidewalk ExpanMm JOIM
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O The taming space shall have a minimum clear dimension of 4 R x 4 R
and a running slope of 2.00 % maximum. Where the taming space's
SA N�'6
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shall be 4 ftcenstralned x 5 R with the S at the bacof the m clear dimension
--R dimeansionn in the dlk the irection of the ramp
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end°`
mining shape.
(D
Ramp Length,
Q Curb ramp surface shall be coarse bmomed transverse to the running
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Mope.
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Component Slope Equations:
Q4 Where there is no buffer between the sidewalk and curb, the preferred
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minimum sidewalk width Is 6 R. Where a buffer Is placed between the
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Ramp ua _
a A33%
sidewalk and curb, the preferred minimum sidewalk width 5 R. See
Running e
Ramp Le gth,
Standard Drawing Series E 604-SDWK for sidewalk details.
Ramp Ux-
Elev. 4 - Dw. 3 I s 8 33%
O5 See Standard Drawing E 604-SWCR-01 for Voss slope exceptions.
LrossAWBE
Running Slope
Ramp Length:
Norldng
TurnI
g Space
p u,
Elev. 7 - Der. 8 I 5 2.00%
6. See Standard Drawing E 604-SWCR-12, -13, and -14 for Detectable
Warning Surface placement, configuration, and details.
Ramp yWi try
Cross Sao
Pe
Sidewalk Wldth
Length2
Elev. 9 - Elev. 10 1
7. See Standard Drawing E fi09-Cf57-01 for sidewalk expansion joint
Goss Skge-4=
Sidewalk Width-2.00%
details.
Turning Spam _
Cross Slope us_
I Elev. 2 - Elev. 31 < 2 00% 5
Turning Space WkIth- Q
Turning Space _
I Elw. 6 - Ell 5 1 < 2 00%
Running Skopeus_
Sidewalk Width
LEGEND:
Lengthx
Turning Space
Ramp Length, Sidewalk
Q Ramp
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Delegable Warning Surface
Eke, 3
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❑n Turning Space
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INDIANA DEPARTMENT OFTRANSPORTATION
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Detectable Warning Surface (DWS) to
lit.
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SECTION B-B
PARALLEL CURB RAMP
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COMPONENT DETAILS
6
Detectable Warning Surface
(DWS)
SECTION A -A
Min.
5(i
Pavement
6" min.
slow DWS
CARMEL CONCRETE/ADA DETAILS
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DRAWN BY: TEN
CHECKED BY: ALD
PROJECT No.
1805-008
SHEET No.
C5a2