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TOP OF WALL 3" ABOVE
FINISHED GRADE
RESTORE SURFACE TO
ORIG OR BETTER
CONDITION
UNDISTURBED SOIL OR
COMPACTED NATIVE SOIL
OR STRUCT FILL IF NEEDED —
4 - 6 QUARRY SPALLS
4 SCHED 40 PERFORATED PVC
PIPE FOR WALLS HIGHER THAN
3'-0"
�O1S
1" MINUS WASHED ROCK �—
FILTER FABRIC & DRAIN PIPE
FOR WALLS HIGHER THAN T-0" —
(2) #5
(4) #5
#4 @ 12" W/ 3" COVER
UNDISTURBED SOIL
WALL LAYOUT LINE REBAR OVERLAPPING
WALL LAYOUT LINE LENGTH 2'-0" REBAR
1'-0" 8" 511PEDESTRIAN 3/4" CHAMFER FOR ALL EXPOSED '_6,1 GUARDRAIL SIDEWALK OR SIDEWALK OVERLAPPING
* EXTENSION PER CITY STD DETAIL LENGTH 2 0
10 2
EDGES #4 N F_ @ 12" OC BEYOND THE THICKENED EDGE #4 @ 12" OC EW
ALIGNED W/ VERT REINF VARIES SHOWN VARIES
•
#5 @ 12" EW W/ 3" COVER, SEE -
//\\/� TYPICAL CORNER DETAIL ON SHEET N SIDEWALK OR SIDEWALK `9
\ EXTENSION PER CITY STD
1 R2.02 FOR REBARS AT ALL CORNERS J 1 ° \, #4 @ 12" OC
1 \ DETAIL BEYOND THE THICKENED
REINF BARS CONT BTWN WALL OR
\ - ° �\//\� (5) #4 EDGE SHOWN
CURB & FTG OR SIDEWALK, 0 2X4 KEY
DOWELLING WALL OR CURB TO FTG Q = Q Q 10" THICK CONC \\/\\ STRUCTURAL FILL
/j\\jj\ SHALL NOT BE ACCEPTABLE o = �j
w --6�, RETAINING WALL ° \�//\� STRUCTURE FILL
\\\ :;:t (D w � - 4" TO 6" QUARRY SPACES
w w zo #5 @ 12" OC VERT
SEE NOTE Jco= Q DAYLIGHT TO ��//� FILTER FABRIC
Q w J > LANDSCAPED AREA '
• VARIES _ 1" MINUS WASHED ROCK ' // // ••
:,,: 1" MINUS WASHED ROCK
w w #4 @ 8" OC HORIZ : ~�• ;••; 4" Qi PERFORATED PIPE, SEE PLANS
VARIES = � :�'- \� 4" 0 PERFORATED PIPE, SEE PLANS
J .;• ;rY;;::: /,\i FOR / ,:..�:'—:•
Q
, FOR DAYLIGHTING REQUIREMENTS /
DOWELS // ° / () 5
\/• • • • \�%\\%\\%\\% � > \\\\ \ � \%\\� FILTER FABRIC
2X4 KEY #5
\ \/\\ \/ @ 10" OC � \
(3) #5\�\\/�\\/�\\/�\\/�\\/�\\/�� 4" - 6" QUARRY SPACES
\�\/��\/, c:�
1'-3" 1'-6" 6" SIDEWALK OR SIDEWALK
1'-1" * 1'-8" * EXTENSION PER CITY STD DETAIL
BEYOND THE THICKENED EDGE
*DIMENSION FOR WALL R06R ONLY TO SHOWN
ACCOMMODATE 2" MAX ARCH RELIEF \/%/%/%///%/%/%/%//\�/%/%/%/%//\�/%/%/%/% %/%/%/ �// // // // // // r / /
THICKNESS.r\r�\r�,�\r\\r\\r\\r\\r\\r�\r�\r\\r\ #6 REBAR @12 OC
5'-011 81,
CIP CONC WALL
COMBINED RETAINING WALL - SIDEWALK
SECTION ('_A�
SCALE: NTS 1 R1.02,1 11111.04,111 R1.06
TOP OF WALL 3" ABOVE
FINISHED GRADE
RESTORE SURFACE TO
ORIG OR BETTER
CONDITION
UNDISTURBED SOIL OR
COMPACTED NATIVE SOIL
OR STRUCT FILL IF NEEDED —
4 - 6 QUARRY SPALLS
4" SCHED 40 PERFORATED PVC
PIPE FOR WALLS HIGHER THAN
J -U
1" MINUS WASHED ROCK r \'
FILTER FABRIC & DRAIN PIPE
FOR WALLS HIGHER THAN 3'-0"
(2) #5
UNDISTURBED SOIL
(2) #5
WALL LAYOUT LINE
1'-0" 8"
101, * 3/4" CHAMFER FOR ALL EXPOSED
EDGES
#5 @ 12" EW W/ 3" COVER, SEE
TYPICAL CORNER DETAIL ON SHEET
1 R2.02 FOR REBARS AT ALL CORNERS
REINF BARS CONT BTWN WALL OR
CURB & FTG OR SIDEWALK,
X
DOWELLING WALL OR CURB TO FTG <
SHALL NOT BE ACCEPTABLE -
z
0
0
SEE NOTE
w
w
w
=
w
w
J
C0
Q
C
Uj
VARIES
Of
1'-3"
*DIMENSION FOR WALL R06R ONLY TO
ACCOMMODATE 2" MAX ARCH RELIEF
THICKNESS.
0
N
SEE TYPICAL STATION SECTIONS
FOR SHELTER OR PYLON FOOTING
DETAILS.
RE
CIP CONC WALL
COMBINED RETAINING WALL - 2'-0" SHELTER OR PYLON FOOTING
SECTION
SCALE: NTS 1 R1.0291 R1.0411 R1.06
CIP CONC WALL
COUNTERFORT WALL WITH INTEGRATED SIDEWALK
SECTION
SCALE: NTS 1 R1.01
5"
PEDESTRIAN GUARDRAIL TYPE 1
WALL LAYOUT LINE
10" THICK CONC
a,
RETAINING WALLLO
z
#5 @ 12" OC VERT -
_0
DAYLIGHT TO
w
LANDSCAPED AREA
C/)
J
J
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G7
LU
#5 @ 12" OC R/ j
DOWELS
2X4 KEY
(3) #5
,--- WALL LAYOUT LINE
5"
— PEDESTRIAN
GUARDRAIL TYPE 1
— TOP OF WALL
2'-6"
N #4 N @ 12" OC X
Q
ALIGNED W/ VERT REINF
0
z z0
2"x4" KEY o LU
DAYLIGHT TO `\' w
LANDSCAPED AREA = Iw
EXISTING GROUND J
CO
(VARIES) w
, #5 REBAR @
12" OC EW (TYP
TO SIDEWALLS)
0
2'-0"
(8) #6
CIP CONC WALL
COMBINED OVER 2'-0" HIGH FILL WALL - SIDEWALK
NOTE: SECTION
IF WALL/FTG NOT CONSTRUCTED SCALE: NTS 1 R1.03 ,
MONOLITHICALLY, ROUGHEN TOP
SURFACE OF SLAB UNDER WALL CLEAN
AND COAT WITH CONC EPDXY BONDING
V-8 1/2" SHELTER LEG COMPOUND OR PRODUCE A 1" D X 4" W
6 3/4" CONTINUOUS KEYWAY. SEE SITE PLAN FOR
TRIM REINF AROUND SHELTER SEE TYPICAL STATION SECTIONS LOCATION OF CONDUIT
SHOE BEARING BLOCKOUT FOR SHELTER OR PYLON
SEE KC METRO STANDARD FOOTING DETAILS
VARIES DRAWING D101C FOR SHELTER
FOOTING DETAILS NOT SHOWN.
N
#5 @ 12" OC
1 PREMOLDED JOINT FILLER
-- \ STRUCTURAL FILL
4" TO 6" QUARRY SPALLS
FILTER FABRIC
----�- :: / 1" MINUS WASHED ROCK
4" 0 PERFORATED PIPE, SEE PLANS
FOR DAYLIGHTING REQUIREMENTS
(6) #5
#5 @ 10" OC
CIP CONC WALL
0
COUNTERFORT WALL WITH F50 SHELTER FOOTING
SECTION
SCALE: NTS 1 R1.01
DESIGNED: APPROVED:
AD -READY SUBMITTAL
P, M. H. D'ACCI G. FRANCO
(425) 453-5000 Q of w�s�1�9� DRAWN:
1100 112TH AVE NE, SUITE 500
BELLEVUE, WA 98004
D.ARRANTS
CHECKED: PROJECT NO:
57217 AL ��G���w X. WU E00566E18
�'SIQNAL �1J� CHECKED: CONTRACT N0:
No. REVISION BY APP'D DATE
06/11/2024
K. CHANG YUEN CXXXXXXXX
SIDEWALL
STRUCTURAL FILL
1" MINUS WASHED ROCK
4 0 PERFORATED PIPE, SEE PLANS
FOR DAYLIGHTING REQUIREMENTS
FILTER FABRIC
4" - 6" QUARRY SPALLS —
- WALL LAYOUT LINE
PEDESTRIAN
GUARDRAIL TYPE 1
& SHELTER LEG
TOP OF WALL
z
0
= Q
= w
C� w
w w
= w
J Cn
J C/)
w
CIP CONC WALL
COMBINED OVER 2'-0" HIGH FILL WALL - SHELTER OR PYLON FOOTING
DEVELOPMENT ENGINEERING SECTION (f��
` SCALE: NTS 1 R1.03
Michael Sippo 09/11 /2024
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
LQ King County
MET
RENTON SEGMENT
RETAINING WALL DETAILS
R-4214231
DATE:
JUNE 2024
DRAWING NO:
1 R2.01
SHEET NO: OF
253 473