HomeMy WebLinkAboutR-423109FACE OF CURB
6112-_-
5 1/2" 1"
1/2" R. 1" R. 1 24
1 I TOP OF
in 1-/2" R. ROADWAY
t
r
y 1 - 6"
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 12 FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
12'R. ROADWAY
t
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
P.
• ►.� .i tic' 7o
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6" _ CEMENT CONCRETE
112" R. 1" R SIDEWALK RAMP
OR LANDING
VARIES '
FROM r
6"TOO I
6"
1
3/8" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
6 1/2"
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
r 1 1• 112" R. ROADWAY
2
t
I
fn
1
V-6"
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF ADJACENT CURB
GUTTER SURFACE
FACE OF CURB
6 1/2" -'
s 1f2" 1
1/2" R. ` - 1" R.
I
TOP OF
ZD ROADWAY
r
f
_ 81 /4"
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Expansion joint shall be full depth, 3/6" (In.) premolded joint filler.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2
STD. PLAN - 101
• PUBLIC WORKS CEMENT CONCRETE CURBS I'F'I i
DEPARTMENT
LANDING
GRADE BREAK -
SEE CONTRACT PLANS -
4' - 0" MIN.
CEMENT CONCRETE
SIDEWALK - SEE NOTE 5
FLARE (TYP.)
3/8" EXPANSION
JOINT (TYP.) - SEE
STANDARD PLAN F-30.10
GRADE BREAK
A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH
CURB RAMP WIDTH - SEE CONTRACT PLANS
LANDING
I GRADE BREAK
CURB RAMP
SEE CONTRACT PLANS - CEMENT CONCRETE
4' - 0" MIN. SIDEWALK - SEE NOTE 5
\ I
?' I PROVIDE SMOOTH TRANSITION
TO SIDEWALK WIDTH
(TYP.) SEE CONTRACT PLANS -
4'-0"MIN.
3/8" EXPANSION
JOINT (TYP.) - SEE
CURB RAMP STANDARD PLAN F-30.10
v
GRADE
BREAK TRANSITION TO SIDEWALK BUFFER, IF
:K::: -
PRESENT, OR TO BACK OF CURB (TYP.)
SEE CONTRACT PLANS
CURB, OR CURB _
AND GUTTER _
SEE NOTE 4
DETECTABLE WARNING SURFACE -
SEE STANDARD PLAN F-45.10
FACE OF CURB
MEASURED PARALLEL , i \_ DEPRESSED CURB AND GUTTER -
TO CURB (TYP.) CROSSWALK SEE NOTE 4
L_
PLAN VIEW
TYPE PERPENDICULAR A
CURB, OR CURB
AND GUTTER -
SEE NOTE 4
FACE OF CURB
A
NOTES
CURB RAMP WIDTH 4'- 0" MIN.
1. At marked crosswalks, the connection between the curb ramp and the road -
LANDING E MATCH CURB RAMP
I WIDTH -SEE CONTRACT PLANS
way must be contained within the width of the crosswalk markings.
y 9
2. Where "GRADE BREAK" is called out, the entire length of the grade break
GRADE BREAK
between the two adjacent surface planes shall be flush.
3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
ances on any part of the Curb Ramp or Landing, or in front of the Curb
Ramp where it connects to the roadway.
2'-0"
MIN. SEE CONTRACT
4. See Contract Plans for the curb design specified. See Standard Plan
PLANS - 4'- 0" MIN.
*
F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
_
BUFFER WIDTH -MATCH
Pedestrian Curb details.
TO CURB RAMP DEPTH
I `'' (Typ)
5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
Contract Plans for width and placement of sidewalk.
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6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the
adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
I
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Curb, or Sidewalks.
........ ...... /
7. The Curb Ramp length is not required to exceed 15 feet (unless shown
CEMENT CONCRETE
otherwise in the Contract Plans). When applying the 15-foot max. length,
PEDESTRIAN CURB -
the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a
B i SEE NOTE 4
single constant slope from bottom of ramp to top of ramp to match into
DETECTABLE WARNING SURFACE -
the landing over a horizontal distance Of 15 feet. DO not Include the
SEE STANDARD PLAN F-45.10
abutting landing in the 15-foot max. measurement.
DEPRESSED CURB AND GUTTER
8. Curb Ramps and Landings shall receive a broom finish. See Standard
CROSSWALK
Specifications 8-14.
9. Pedestrian Curb may be omitted if the ground surface at the back of the
O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10
FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE
CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW
DETECTABLE WARNING SURFACE -
SEE STANDARD PLAN F-45.10
4'- 0" MIN. 15' - 0" MAX. (TYP.)
SEE CONTRACT PLANS SEE NOTE 7
SLOPE TREATMENT -
SEE STANDARD PLAN F-30.10 *_ GRADE BREAK
o Q
LANDING CURB RAMP
1
CEMENT CONCRETE
PEDESTRIAN CURB -
SEE NOTE 4
3" R. TYP.
SECTION O
CEMENT CONCRETE CURB RAMP "TYPE
PERPENDICULAR "A" PAY LIMIT - SEE
DETECTABLE WARNING SURFACE -
SEE STANDARD PLAN F-45.10
DEPRESSED CURB AND GUTTER -
SEE NOTE 4
CEMENT CONCRETE CURB
AND GUTTER - SEE NOTE 4
CURB RADIUS DETAIL O
TYPE PERPENDICULAR B
(SHOWN WITH BUFFER)
GRADE BREAK
COUNTER SLOPE -
5.0% MAX.
T TOP OF ROADWAY
DEPRESSED CURB AND GUTTER -
SEE STANDARD PLAN F-10.12
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAY LIMIT
CEMENT CONCRETE CURB RAMP "TYPE
PERPENDICULAR "B" PAY LIMIT
Curb Ramp and/or Landing will be at the same elevation as the Curb
Ramp or Landing and there will not be material to retain.
LEGEND
SLOPE IN EITHER DIRECTION
* 1.5% OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (2% MAX.)
* * 7.5% OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (8.3% MAX.)
9.5% OR FLATTER RECOMMENDED FOR
* * * DESIGN/FORMWORK (10% MAX.)
ISOMETRIC VIEW
TYPE PERPENDICULAR B PAY LIMIT
'WHpTafic
AN N V 5 COMPANY
19201 120th Ave NE, Suite 201
Bothell, WA 98011
425-951-4800 www.NV5.com
SURVEYED: SCALE:
WHP/NV5 VERTICAL: NAVD 1988
NTS HORIZONTAL: NAD 1983/1991
DESIGNED:
DRAWN:
GMP q
ONE INCH DATU IVI
CHECKED: AT FULL SCALE
IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
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DIGIT
SI NED
22.10.
38-07'
41691
�EGISTER��
�SSI0 AL
Adoftlliil C TY OF
tvRENTON
Planning/Building/Public Works Dept.
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Digitally signed by R. Scott Zeller
Date: 2020.09.22 13:23:53 -OT00'
PERPENDICULAR
CURB RAMP
STANDARD PLAN F-40.15-04
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Date: 2020.09.25
14:44:37-07'00'
STATE DESIGN ENGINEER
Washington State Department of Transportation
T-423120 R-423109
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
E
ELOPMENT ENGINEERINGhael Sippo 11/04/2022 '
SWA2 AMAZON
CITY OF RENTON
DETAILS
LIND AVE SW AND SW 19TH ST
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DATE:
5
10-24-2022
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FIELDBOOK:
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