HomeMy WebLinkAboutR-397418rn
co
I
I
LU
I—
Q
n
rr
O
17
LU
0
rr
rr
Q
LU
0
T
w
w
Cn
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
CURB, OR CURB
AND GUTTER
SEE NOTE 4
J
J
W
0
0
J
Z
W
U_
m
Z
Q
FACE OF CURB
MEASURED PARALLEL
TO CURB (TYP.)
SLOPE TREATMENT
SEE STANDARD PLAN F-30.10
Pacific E_rj.;1rjIIiji'l i
Planning Con.5�Whufj_iL
Civil Enyina&.eing,
PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M.
CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH
CURB RAMP WIDTH - SEE CONTRACT PLANS
GRADE BREAK
SEE CONTRACT PLANS
F 4'- 0" MIN.
LANDING
CURB RAMP
CEMENT CONCRETE
SIDEWALK - SEE NOTE 5
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
GRADE
\ BREAK
TRANSITION TO SIDEWALK BUFFER, IF�
PRESENT, OR TO BACK OF CURB (TYP.)
SEE CONTRACT PLANS �y
\w
w
CURB RAMP WIDTH 4'- 0" MIN.
LANDING TO MATCH CURB RAMP
WIDTH - SEE CONTRACT PLANS
GRADE BREAK
SEE CONTRACT
PLANS - 4'- 0" MIN
BUFFER WIDTH - MATCH
TO CURB RAMP DEPTH
(TYP.)
CURB, OR CURB
CEMENT CONCRETE
AND GUTTER -
PEDESTRIAN CURB
DETECTABLE WARNING SURFACE �
SEE NOTE 4
T 7t7DETECTABLE
SEE NOTE 4
SEE STANDARD PLAN F-45.10
WARNING SURFACE
FACE OF CURB
SEE STANDARD PLAN F-45.10
DEPRESSED CURB AND GUTTER -
DEPRESSED CURB AND GUTTER
CROSSWALK
SEE NOTE 4
CROSSWALK
L_
L_
1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10
FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE
PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW
TYPE PERPENDICULAR A TYPE PERPENDICULAR B
DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER)
SEE STANDARD PLAN F45.10
4'- 0" MIN. 15'- 0" MAX. (TYP.) GRADE BREAK
LANDING
CEMENT CONCRETE
PEDESTRIAN CURB
SEE NOTE 4
3" R. TYP.
SEE CONTRACT PLANS SEE NOTE 7
* GRADE BREAK
. o.
-7
7
CURB RAMP
SECTION 0
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 OB
VIvI'v
COUNTER SLOPE -
5.0% MAX.
TOP OF ROADWAY
DEPRESSED CURB AND GUTTER
SEE STANDARD PLAN F-10.12
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAY LIMIT
2 3RD ROUND REVISIONS PER CITY COMMENTS
1 1ST ROUND REVISIONS PER CITY COMMENTS
NO. REVISION
CEMENT CONCRETE CURB RAMP "TYPE
PERPENDICULAR "B" PAY LIMIT
SURVEYED.
DRYCO
DUMM.
o LARSEN
AJL
5/8/18
JF
DRA1YNe
E. MARSHALL
AJL
1 /10/1
JF
CHEfKIDa
J. FENG
BY
DATE
APPR
APPwilm, FENG
NOTES
1. At marked crosswalks, the connection between the curb ramp and the road{
way must be contained within the width of the crosswalk markings.
2. Where "GRADE BREAK" is called out, the entire length of the 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.
4. See Contract Plans for the curb design specified. See Standard Plan
F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
Pedestrian Curb details.
5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
Contract Plans for width and placement of sidewalk.
6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the
adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
Curb, or Sidewalks.
7' The Curb Ramp length is not required to exceed 15 feet (unless shown
otherwise in the Contract Plans). When applying the 15-foot max. length,
the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a
single constant slope from bottom of ramp to top of ramp to match into
the landing over a horizontal distance of 15 feet. Do not include the
abutting landing in the 15-foot max. measurement.
8. Curb Ramps and Landings shall receive a broom finish. See Standard
Specifications 8-14.
9. Pedestrian Curb may be omitted if the ground surface at the back of the
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
1 "=20'
ONE INCH
AT FULL SCALE
IF NOf ONE INCH
SCALE ACCORDINGLY
VERTICAL; HAVID 1
HORRONTAL; NAD 196 1991
DATUM
PERPENDICULAR
CURB RAMP
SHEET 1 OF 1 SHEET
06/29/16
CITY OF
DR) RENTON
Planning/Building/Public Works Dept.
R-397418
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CEDAR RIDGE SHORT PLAT
DETAILS
8-8-2017
PAGE
[OwX**A
co
0
0
0
T
LJ
Cfl
O
O
O
T
a
J
co
N
O
O
O
T
Q
J
n
rr
O
2
C�
LU
CD
0
a
0
LI J
U