HomeMy WebLinkAboutR-4214300JOINT AND ISOLATE EDGES FROM
PAVEMENT, SIDEWALKS, OR
OTHER STRUCTURES
USE THICKENED EDGE FOR
FOOTING DEPTH OF Z-0" OR LESS
STRUCTURAL FILL
UNDISTURBED SOIL
FOOTING WITH THICKENED EDGE A
NTS
3/4" CHAMFER FOR ALL
EXPOSED EDGES
REINF BARS ARE CONT 3/4" CHAMFER FOR 6"
BTWN WALL OR CURB & FTG 6" ALL EXPOSED SIDEWALK OR SIDEWALK
OR SIDEWALK, DOWELLING EDGES iol EXTENSION PER CITY STD
WALL OR CURB TO THE FTG 11 DETAIL BEYOND THICKENED
SHALL NOT BE ACCEPTABLE 2� EDGE SHOWN
IF WALL OR CURB IS NOT a J s 9
_
CONSTRUCTED MONOLITHICALLY, = III w w —
CONSTRUCT FTG OR SIDEWALK F- w o UNDISTURBED J III- -III=I' IF WALL OR CURB IS NOT
SLAB W/ REINF BARS FOR WALL 1 wO O SOIL CONSTRUCTED MONOLITHICALLY,
OR CURB IN PLACE, ROUGHEN II 1 a WOI- 1'-0. CONSTRUCT FTG OR SIDEWALK
FTG OR SIDEWALK SURFACE & : N w MIN SLAB W/ REINF BARS FOR WALL
CLEAN AND COAT W/ C )NC -_ ITI=I1 — III III_ 1'-3" 6" OR CURB IN PLACE, ROUGHEN
EPDXY PRIOR TO PLACING WALL MIN FTG OR SIDEWALK SURFACE &
OR CURB, DOWELLING WALL OR UNDISTURBED SOIL CLEAN AND COAT W/ CONIC
CURB TO FTG OR SIDEWALK EPDXY PRIOR TO PLACING WALL
SHALL NOT BE ACCEELEC CONDUIT PTABLE OR CURB, DOWELLING WALL OR
'-0 3/4" CURB TO FTG OR SIDEWALK
SHALL NOT BE ACCEPTABLE
COMBINED 6" CURB & FOOTING B COMBINED 6" CURB & SIDEWALK C
NTS NTS
o �
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m x DESIGNED. APPRONED:
4 60% SUBMITTAL Jacobs P N1. Dc 0 RUACCI ASH P. ENG '
oe Wary'y r oRnwT+:
B R Il °= D. ARRANTS King County
AEG X.wuCHECKED RND,EDE18 METRO
w P�.t�, q�T��`r X.WII CONTRACTING
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§' p No. RE'dGlGv BY FPD'p B:TE
METRO PROJECT ENGINEER CXX%%%%%X
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
RETAINING WALL DETAILS
NOVEMBER 2021
DR ING NO
1 R2.02
SHEr:TNO: DR
300 XXXX
R-4214300