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4'TO5'
APPROX. STA. 10+77, RT TO STA. 12+65, RT
AND WHERE SHOWN ON THE PLANS
EXISTING ASPHALT O I
PAVEMENT
(9" TO 10") (SEE NOTE 2)
SAWCUT
(SEE NO
ROADWA)
LIMITS ("
ARTERIAL STRI
7" HMA (or A
(SEE NOTE 1),
6" CRUSHED F
RESIDENTIAL c
4'' HMA (or A
(SEE NOTE 1), OVER
6" CRUSHED ROCK
6" RECYCLED CONCRETE
GRADED TO CSTC
GRADATION MAY e
BE SUBSTITUTION
FOR CRUSHED ROCK
NEW CURB
& GUTTER
PER COR STD. PLAN - 101.
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED 1' — 0' BEYOND EDGE OF
DAMAGED PAVEMENT. SEE BUTT JOINT DETAIL SHEET 20/RD-6.
3. THE ! 0 HIS ESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
A PUBLIC WORKS
♦ A +
,,�,, DEPARTMENT
CURB AND GUTTER REPLACEMENT
AND PAVEMENT REPAIR DETAIL
EXISTING CONC.
SIDEWALK
(APPROX. 4'-6")
4'-0" MIN.
6" TEMP
—i WALKWAY
2" HMA OVER
2"CSTC
.d
a
STA. 10+77, RT TO
-65, RT ONLY
MODIFIED
STD. Parr - 103
r'n RAISED EDGE DETAIL
LEVEL 112' EXTEND SIDEWALK TRANSVERSE
1F2' (IN) R JOINTS' TO INCLUDE PJUSED EDGE
1- (IN) R. • + .
SIDEWALK
112- (1N� R. .)
.1
1..5 %
ADJACENT TO CURB
BRIDGE- OR PEDESTRIAN
RAJ LI NG
BARRIER - SEE
CONT;ZACT PLANS
i 1
FLUSH `
VERTICAL WALL -
SEE DETAIL
FOR SIDE
TREATMENT
SIDEWALK
SECTIONS
S1 D EWALK
1/2" (IN) R. (TYP.)
r
3+8' (IN) PREMOLDED
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL
SIDEWALK
1
iz1, 1 i • y• ,�'•�■ �■ a
13UFFER STRIP
SEE MSED El
DETAIL -- TWS SH
rOR CURB DETAILS
SEE STIR PLAN 101
2- Cr
MIN
1'-0` 1'-0"
R0 DING
2 EJ'o
�T
FOR CURB GE -TAILS
SEE STD PL4`4 101
112` (�oN) R.
SIDEWALK ADJA
SIDEWALK
1 112" (I1+1) R (TYF. )
1.5%
■� e� • i �tr Y } r y e s
WITH RAISED EDGE
112- (IN) R CFYP j
ADJACENT TO CURB
(STEEP FILL SLOPES)
/'—�ALL C1R BARRIER
SIDEWALK
i8- (IN)
PREMOLDED
JOINT FILLER
CENT TO WALL DETAIL
(SEE NOTE 10)
112" (IN) R.
') FOR CURB DETAILS
1.�'i 1UIIN. SEE STD PLAN 101
loll
T �
FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE
SURFACE FOR PLiANTING- FLUSH IF PAV'ED-
ADJACENT TO BUFFER STRIA'
318- (IN) PRENIOLDED JOINT FILLER
TYPICAL WHERE !'APPLICABLE
FOR CURB DETAILS
SEE STD PLAN 101
XISTING ROADWAY
RUHED ROCK OAS
CRUSHED SURFACING TOP COURSE (CSTC)
COMPACT TO 95% MCI)1FI D PROCTOR
(UNLESS REQUIREMENT WA VE0 BY
ENQ NEER) TYPICAL UNDER ALL CURB,
GUTTER & SIDEWALK. CSTC UNDER
CURB & GUTTER TO BE 6' THICKNES'S OR
MATCH EXISTING ROADWAY GRUSHEU ROCK
BASE, WHICHEVER IS GREATER. (T`a'P FOR
ALL CURB & GLITTER).
1 FINISHED GRADE 1`(IN) BELOW
TOP OF CONCRETE SURFACE
FOR CURB DETAILS
SEE STD PLAN 101
+
! e
4fi
BROOMEID FINISH
OR MATCH EXISTING
4" 4+wIDE, SMOOTH
TROWELED PERIMETER
CEMENT CONCRETE CURB
(CURB AND GUTTER SHOWN)
FOR CURS DErAJL
SEE STD PLAN 101
1-4 Oil, 116" TO IM'
NOTESZi
01. Four feet of the sidewalk width shatl
- -b
be the minimum pedestrian
accessible route ,,-A�; free of vertical `
and horizontal obstructions. Gratings,
Access Covers, Junction Boxes,
Cable Vaults, Pull Boxes and other �
appurtenances within the sidewalk `
must bo flush with surface, and snatch ��--�-
grade of the sidewalk.
. Monolithic Cement Concrete Curb and
Sidewalk is net permitted In new
For otilr referenced NOTES set
construction. When replacement work STD LAN i 04, -
necessitates a Monolithic Cement
Concrete Curb build per WSDOT
Standard Plan F-3C.ii7- 3. Paved surfaces must comply with
. Concrete to be -f,1 t. TO PLAN 102.1 a applicable.
PUBLIC WORKS
DEPARTMENT
CONTRACTION JOINT
IN SIDEWALK ONLY
F • * 6 � Y,a kJ �
FULL -DEPTH EXPANSION .JOINT IN BOTH � �
CUR13 AND S1DEVW I[ (SEE 5TO PiAN 101.1)
�- C CONTRACTION JOINT
JOINT AND FIN[SH
D ETA I L
� I � --0
i ■ �
PREMQLDE
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
CEMENT C014CRETE
SIDEWALK
STD. PI 102
- 6311,A
T 404327
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SHEET: 23/RD-9
OF: 70
JOB NO.: 17534
DWG: STD —DETAILS