HomeMy WebLinkAboutR-421423241
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3/4" CHAMFER
HMA
SEE PAVING PLANS FOR
DETAILS
UNDISTURBED SOIL OR
COMPACTED NATIVE SOIL
OR STRUCT FILL IF NEEDED
4" - 6" QUARRY SPALLS
REINF BARS CONT BTWN WALL &
FTG OR SIDEWALK, DOWELLING
WALL TO FTG SHALL NOT BE
ACCEPTABLE
4" SCHED 40 PERFORATED PVC
PIPE FOR WALLS HIGHER THAN
3'-011
1" MINUS WASHED ROCK
WALL LAYOUT LINE
12" PEDESTRIAN GUARDRAIL 1'-6" TALL
2" MAX ARCH RELIEF THICKNESS
#5 AT 12" SPA.
#4 AT 12" MAX.
SPA., TYP.
- SEE NOTE
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FILTER FABRIC &DRAIN PIPE __J��•`��\\/��\\��\\��\\�� ice\\ice\\ice\\i i�\\/i�\\ice\\\i� �\\r�\ice\\\%r��'�%� S I D EWALK OR SIDEWALK
FOR WALLS HIGHER THAN 3-0 EXTENSION PER CITY STD
3'-011 1'-6" 611 DETAIL BEYOND THE
THICKENED EDGE SHOWN
CIP CONC WALL
COMBINED RETAINING WALL AND BARRIER - SIDEWALK
SECTION
NOTE:
SCALE: NTS 1 R1.05
3/4" CHAMFER
HMA
SEE PAVING PLANS FOR
DETAILS
UNDISTURBED SOIL OR
COMPACTED NATIVE SOIL
OR STRUCT FILL IF NEEDED
4" - 6" QUARRY SPALLS -
REINF BARS CONT BTWN WALL &
FTG, DOWELLING WALL TO FTG
SHALL NOT BE ACCEPTABLE
4" SCHED 40 PERFORATED PVC
PIPE FOR WALLS HIGHER THAN
3'-011
z
Co �
1" MINUS WASHED ROCK -
0
N
1'-011
WALL LAYOUT LINE
12"
PEDESTRIAN GUARDRAIL 1'-6" TALL
2" MAX ARCH
RELIEF THICKNESS
#5 AT 12" SPA. Q
75
0
#4 AT 12" MAX.
SPA., TYP.
- SEE NOTE
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PEDESTF
RET)
PEDESI
POLE F,
IF WALL/FTG NOT CONSTRUCTED
MONOLITHICALLY, ROUGHEN TOP
SURFACE OF SLAB UNDER WALL CLEAN
AND COAT WITH CONC EPDXY BONDING
COMPOUND OR PRODUCE A 1" D X 4" W
CONTINUOUS KEYWAY.
FILTER FABRIC & DRAIN PIPE
1 11
FOR WALLS HIGHER THAN 3 -0SEE TYPICAL STATION SECTIONS
FOR SHELTER OR PYLON FOOTING
DETAILS.
CIP CONC WALL - COMBINED RETAINING WALL
AND BARRIER - 2'-0" SHELTER OR PYLON FOOTING
SECTION rB�
SCALE: NTS 1 R1.05
AD -READY SUBMITTAL
No. I REVISION
BY I APP'D I DATE
LIGH
FOUI
SIDEWAI
P')r r%r'nT P')I A AI I I/-%1 1T Mf-NI r
-MOLDED JOINT FILLER
SIDEWALK
DNAL TOP &
RS ADJACENT
►CKOUT, TYP
FILL RETAINING WALL AT LIGHT POLE DETAIL
SCALE: NTS
ADJACENT TO BLOCKOUT, TYP
nrnrSTRIAN
DRAIL
i
VG WALL
T FILLER
CUT RETAINING WALL AT LIGHT POLE DETAIL
SCALE: NTS
so
co(425) 453-5000
1100 112TH AVE NE, SUITE 500
BELLEVUE, WA 98004
SIDEWALK
PREMOLI
JOINT FIl
BLOCKOUT FOR
PEDESTRIAN LI(
POLE FOUNDAT
ADDITIONAL TO[
BOT BARS ADJAI
TO BLOCKOUT,
DESIGNED:
APPROVED:
M. Ij
H. D'ACCI
G. FRANCO
\U 1S�1�9�
DRAWN:
1�
_
D.ARRANTS
CHECKED:
PROJECT NO:
W �
57217
2AL
X. WU
E00566E18
NAL E1�
CHECKED:
CONTRACT NO:
0611112024
K. CHANG YUEN
CXXXXXXXX
1/2" PREMOLDED
Ir11AIT CL EXPANSION JOINT
(`(IAA mim RPTAINIINI(, V1/01 I R. rnhApimm Rr:TAINIINI(, VV01 I R.
V L L V V I I Y I 1\ L V LrIL
DETAIL, TYP
EXPANSION JOINT DETAIL
vv I I vlvl vl I I v
EXPANSION JOINT ELEVATION
SCALE: NTS
NOTE:
REINFORCING NOT SHOWN.
CUT WALL SHOWN, FILL WALL SIMILAR.
JOINT ADJACENT TO FOOTING SHOWN, JOINT BETWEEN WALL SECTIONS SIMILAR.
SECTION
SCALE: NTS
LQ King County
METRO
CL JOINT
JOINT REVEAL DETAIL
SECTION (C�
SCALE: NTS
nrinir-ORCING
=CTION
#5 HORIZ. L 3'-6" X 3'-6" @ 8" O.C.
REDUCE SPACING TO 4" O.C.
FOR WALLS OVER 12'-0" IN
LENGTH
VERT. REINFORCING
PER WALL SECTION
RETAINING WALL TYPICAL CORNER DETAIL
SCALE: NTS R-4214232
METRO TRANSIT CAPITAL DIVISION DATE:
RAPIDRIDE I LINE JUNE2024
RENTON SEGMENT DRAWING NO:
RETAINING WALL DETAILS 1 R2.02
SHEET NO: OF
254 473
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