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Qc
6.5,
W
III
EXIST. RETAINING —+-{
WALL
I' •,I I. I 0.5I
114
;p p •�
EXIST. RETAINING
WALL I
:I
I�
.r
REMOVE EXIST PAVEMENT,
CURB AND GUTTER (TYPICAL)
6.51
ti
v� REMOVE EXIST.
BRICK SIDEWALK
0.5,
I
CONST. STD. TYPE A —,
CONC. SIDEWALK
CONST. STD. TYPE A' CONC.
CURB AND GUTTER
SAWCUT EXIST. SIDEWALK
INSTALL I/2" PREMOLDED
JOINT FILLER
NEW SIDEWALK
—' NATIVE SOIL
EXIST. CONC. WALL
TO REMAIN
DETAIL A
201
13.51
CONST. 4" CLASS'B' ASPHALT CONCRETE
OVER 6" CRUSHED ROCK (l - 114 " MINUS)
20'
a5
20'
13.51
6.5'
CONST. STD. TYPE 'A'
CONC. SIDEWALK.
(TYPICAL)
CONST. STD. TYPE IAA CONC.
CURB AND GUTTER (TYPICAL)
SLOPE VARIES
TYPICAL SECTION - CEDAR AVE. S
FROM S. THIRD ST. TO S. SEVENTH ST. (NO SCALE)
40'
CONST 4" CLASS 'B ' ASPHALT CONCRETE
OVER 6 CRUSHED ROCK (1-1 /4 " MINUS)
2.0 %
VARIES
SEE PL A N )
2
0.5,
I/41#
20'
CONST. 4" (I-114" MINUS) —
CRUSHED ROCK SHOULDER
TYPICAL SECTION CEDAR AVE S.
FROM S. SEVENTH ST. TO S. NINTH ST. (NO SCALE)
cr-
121 EXIST. CONC. POST
WITH METAL RAIL
101
y•.
WEST SIDE, STA. 4 +64.3 TO
STA. 5 + 32.0
NEW SIDEWALK
v Dip'• ..
SAWCUT EXIST.
SIDEWALK AS
REQUIRED
DETAIL �B
WEST SIDE, STA, 16+90 TO STA. 17+90
NAT/ VE SOIL
\
ct
811 MIN. THICKNESS —
FILTER BLANKET
2 OR 3 MAN ROCKS AS REQUIRED - 3 POINT
BEA RING
REMOVE EXIST. SIDEWALK,
BOTH SIDES, EXCEPT AS
NOTED ON PLANS.*
EXIST. GROUND
3
ct
EXIST CONC.
RETAINING WALL
v I TO REMAIN
3
ct
CONST. THICKENED
EDGE CONC. SIDEWALK 3
HEIGHT TO BE DETERMINED
IN FIELD AS DIRECTED
..; :..:::.,;;,.:�•,,_, a BY THE ENGINEER .
o `''
450 a VAR.(0.5- 1.5' )
"•�:
EXIST. GROUND
4" MIN.
DETAIL V
WEST SIDE, STA. 5 + 90 TO STA. 7 + 40
STA, /1 + 50 TO STA. 13 + 00
I
I
1
I
1
1
I
i
I
1
I
I
I
1
I :8 BATTER
SIDEWALK
am o
12 MIN. e .s
ROCK RETAINING WA L L DETAIL_
NO SCALE
NATIVE SOIL,
8 MIN. THICKNESS FILTER BLANKET
eV t•3.
GRADE SLOPE AS DIRECTED
BY THE ENGINEER
CONSTRUCT CONCRETE
RETAINING WALL TYPE
2 PER WASH. STATE
DE PT. OF HIGHWAYS
STANDARD P L A N D— 41
SEE SPECIFI CATIONS.
31I D/A. WEEPHOLES
AT 12' 0. C.
- SIDEWALK
1/2" PREMOLDED JOINT FIL LE R
CONCRETE RETAINING WALL DETAIL
NO SCALE
REVISION
BY 1APPR.I DATE
CITY OF R E N TO N'
DEPARTMENT OF ENGINEERING
L.ID. 293
DE TA IL S HEET
DES!GNED RL L3 DATE_._RL B FILE NO.
DRAWN RLB
CHECKED SCALE AS SHOWN FIELD BOOK PAGE`
APPROVED SHEET_A 2 OF IO
DIRECTOR OF ENGINEERING
i
E)IETERICH POST 1O00H • DP00119D