HomeMy WebLinkAbout102s RAISED EDGE DETAIL 1 a
sI DEWALK
LEVEL 1r2' F•J7 O $IOEWAL3(TRANSVERSE 1'-0" 1' - 0"
11r R J01NTS TO INCLUDE RASED EDGE
318• (IN) PREMOLDED JOINT FILLER
TYPICAL WHERE APPLICABLE
ON
RDUt DING 2.0%1
tr2" (IN) R. (TYP.]
•►
FOR CURB pETA[LS
•�r ,
SEE STD PLAN 101
er ' y r.
•�
STING ROADWAY
CRUSHED ROCK BrLS
SEE RAISED EDGE
I
• -
SIDEWALK DETAIL - THIS SHE
LTYPICALUNDER
'� CRUSHEOSURFACING TOP COURSE (CSTC)
ALL CUT
SIDEWALK
OMPACT TO 957, MODIFILU PROCTOR
MIN.
O
SLOPES
WITH RAISED EDGE
(UNLESS REOUTREMENT WAIVED BY
ENGINEER) TYPICAL. UNDER ALL CURB,
V2" (tN) R. (TYP.)
GUTTER S SIDEWALK, CSTC UNDER
~
2' 'v FOR CURB DETAILS
CURB S GUTTER TO BE S THICKNESS CR
LS% SEE STD PLAN 101
MATCH EXISTING ROADWAY CRUSHED ROCK
dH " ,• i!'
BASE, WHICHEVER IS GREATER (1YP. FOR
ALL CURB b GUTTER).
FINISHED GRADE 1"(IN)BELOW
1
fn 2' 0•
SIDEWALK
TOPOF CONCRETE SURFACE
ADJACENT TO CURB MIN
1, m 1 0•
ROU DING
R. (TYR)
FOR CURB DETAILS
1,5%
SEE STD PLAN 101
o
a�
-- - - --- - ` •>>
!•t
s Fr• •
BRI DGE OR PEDESTRIAN
RAILING
ADJACENT TO CURB
FOR CURB CURS DETAILS
WRIER -SEE SIDEWALK SEE $TD PLAN 101.
(STEEP FILL SLOPES)
CONTRACT PLANS
�---WALL OR BARRIER
' I 772' (IN) R. (TYP.)
J
I
SIDEWALK
FLUSH'
1.5%
..t 1rz• M R.
VERTICAL WALL - -- �' -. . - -- \Vr ti..f . •.
SEE DETAIL
318• (IN) PREMOLDED
JOINT FILLER
_
ADJACENT TO CURB AND RAILING OR WALL
a (IN)
PREMOLDED
JOINT FILLER
FOR SIDE
BUFFER STR1P
TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL
SEE HER (SEE NOTE 10)
SIDEWALK/ 12• (IN) R.
SECTIONS
1 (TYP )
FOR
v 1.5%
_ SEE STD PLAN 10.S
1.SX MIN. SEE STD PLAN 101
_
r
••4`\�\
�, ' •
f
GROOMED FINISH
OR MATCH E)(iST1NG
e
4' M/IDE, SMOOTH
Go
TROWELED PERIMETER
FINISHED GRADE t• (IN) BELOW TOP OF CONCRETE �
SURFACE FOR PLANTING -FLUSH IF PAVED
T CONCRETE
CEMENT CONCRETE CURB
CURB
ADJACENT TO BUFFER STRIP
0
(CURB
'
FOR CURB DETAILS
D•
SEE STD PLAN 101
'r 5,
\-
z 1r8'TD 114'
NOTES
1. Four feet of the sidewalk width shall
be the minimum pedestrian CONTRACTION JOINT • . Al
+yam.
aocessibTe route (aut) free of vertical IN ► RAG .'
and horizontal obstructions. Gratings, FULL -DEPTH EXPANSION JO NT IN BOTH h1'
Access Covers, Junction Boxes, CURB AND SIDEWALK (SEE STD PLAN mi.1)
Cable Vaults, Pull Boxes and other
appurtenances within the sidewalk ` s'�F� 3W C CONTRACTION JOINT
must be flush with surface, and match
grade of the sidewalk. JOINT AND FINISH
DETAIL
2. Monolithic Cement Concrete Curb and +
Sidewalk is not permitted in new For other referenced NOTES see ,
construction. When replacement work STD PLAN 104.2, R ••
necessitates a Monolithic Cement PREMOLAE
Concrete Curb build per WSDOT JOINT FILLER
Standard Plan F-30.10-03. Paved surfaces must comply With
STD PLAN 102.1 as applicable. E FULL -DEPTH
3. Concrete to 6e 4,000 PSI. EXPANSION JOINT
fthk SM PLAN - 109
PUBLIC WORKS CEMENT CONCRETE PPRQ •ED:
DEPARTMENT SIDEWALK T ljZ_It]ra#'YA 104/ +7