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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 � �0z 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 $W °'GNAL B�� cHEcxm coxrnecTxo. §' 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