HomeMy WebLinkAboutR-4214299FIN GRADE
RESTORE SURFACE
TO ORIG OR BETTER
1 I UNDISTURBED SOIL OR
1 COMPACTED NATIVE
J SOIL OR STRUCT FILL IF
4" - 6" QUARRY SPALLS
4" SCHED 40 PERFORATED
PVC PIPE FOR WALLS
HIGHER THAN 3'-0"
V MINUS WASHED ROCK
FILTER FABRIC & DRAIN
PIPE FOR WALLS HIGHER
THAN T-O"
(2) #5
UNDISTURBED SOIL
(5) #5
#4 @ 12" W/ 3" COVER
WALL LAYOUT LINE
3/4" CHAMFER FOR ALL
EXPOSED EDGES
#4 @ 12" EW W/ 2" COVER, SEE
4/D106 FOR REBARS AT ALL
CORNERS
REINF BARS CONT BTWN
WALL OR CURB & FTG OR
SIDEWALK, DOWELLING WALL
OR CURB TO FTG SHALL NOT
BE ACCEPTABLE
69q��0]1�
SIDEWALK OR SIDEWALK
EXTENSION PER CITY STD
DETAIL BEYOND THE
THICKENED EDGE SHOWN
CIP CONC WALL
COMBINED RETAINING WALL - SIDEWALK
SECTION rid
SCALE: NTS 1R1.01,1R1.06,1R1.07
SEE SITE PLAN FOR
LOCATION OF CONDUIT
2%
REBAR
OVERLAPPING
-�9N LENGTH 2'-0"
#4 REBAR @ 12" OC EW (TYP TO
SIDEWALLS) ALTERNATE BARS
SIDEWALL
EXISTING GRADE J
STRUCTURAL FILL J
1" MINUS WASHED ROCK
4" 0 PERFORATED PIPE, SEE PLANS
FOR DAYLIGHTING REQUIREMENTS
FILTER FABRIC
#4 REBAR @ 12" OC EW (TYP TO
SIDEWALLS ALTERNATE BARS —
WALL LAYOUT LINE
PEDESTRIAN
GUARDRAIL TYPE 1
& SHELTER LEG
TOP OF WALL =
BK OF SIDEWALK
2"z4" KEY
c
v
z
O
z
x
¢
w
EXISTING
GROUND
w
x
w
w
(VARIES)
J
N
¢
3
w
w
I
lee
9„ 8„ 9„
2) #4
2'-2"MIN
WALL LAYOUT LINE
& SHELTER LEG
1 2141 SEE SITE PLAN FOR
#4 9 —@ 12" OC LOCATION OF CONDUIT
ALIGNED W VERT REINF 2
REBAR OVERLAPPING
2X4 KEY
CONT @
OF WALL
CK CONIC
NING WALL
2" OC VERT
4" TO
BAR CI
OC HORIZ �
@12"OC
W ELS
2X4 KEY
(2) #5 —
a�
.' {, _3
M J
(2) #5
TOP
RETAI
z
Y
O
-v
#5@1
_
¢
w
#4@8
w
x
w
w
J
N
3 w
—STRUCTURAL
— STRUCTURAL FILL
— 4" TO 6" QUARRY $PALLS
1" MINUS WASHED ROCK
4" 0 PERFORATED PIPE, SEE
PLANS FOR DAYLIGHTING
REQUIREMENTS
—FILTER FABRIC
#5 @ 10"
CIP CONC WALL
COUNTERFORT WALL WITH INTEGRATED SHELTER FOOTING
SECTION %B1
SCALE: NITS 1R1.02
NOTE:
IF WALUFTG NOT CONSTRUCTED
MONOLITHICALLY, ROUGHEN TOP
SURFACE OF SLAB UNDER WALL. CLEAN
AND COAT WITH CONIC EPDXY BONDING
COMPOUND OR PRODUCE A 1" D X 4" W
CONTINUOUS KEYWAY.
CIP CONC WALL
COMBINED OVER 2'-0" HIGH FILL WALL - FOOTING/FOUNDATION
SECTION �1
SCALE: NITS 1R1.04E1 R1.05
60% SUBMITTAL Jacobs
No
REv61pN
BY I APED I -ATE
,p+ oeM Dc�f
DRAWN
D. ARRANTS
CHECKED
X.wu
TONAL g�0
CHECKED
METRO PROJECT ENGINEER
TO WALL 3" ABOVE
FIN GRADE
RESTORE SURFACE
TO ORIG OR BETTER
UNDISTURBED SOIL OR
COMPACTED NATIVE
SOIL OR STRUCT FILL IF
4" - 6" QUARRY SPALLS
4" SCHED 40 PERFORATED
PVC PIPE FOR WALLS
HIGHER THAN T-0"
1" MINUS WASHED ROCK
FILTER FABRIC & DRAIN
PIPE FOR WALLS HIGHER
THAN 3'-0"
(2) #5
UNDISTURBED SOIL
(5) #5
#4 @ 12" W/ 3" COVER
WALL LAYOUT LINE
3/4" CHAMFER FOR ALL
EXPOSED EDGES
#4 @ 12" EW W/ 2" COVER, SEE
4/D106 FOR REBARS AT ALL
CORNERS
REINF BARS CONT BTWN
WALL OR CURB & FTG OR
SIDEWALK, DOWELLING WALL
OR CURB TO FTG SHALL NOT
BE ACCEPTABLE
SEE NOTE
SEE SITE PLAN AND DWG
D101 TO D103 FOR SHELTER
FOOTING DETAILS.
ELECTRICAL CONDUIT
CIP CONC WALL
COMBINED RETAININ WALL - 2'-011 SHELTER FOOTING
SECTION �C1
SCALE: NTS 1111.0311 R1.07
P. ENG
King County
METRO
PRWECTNO:
EW566E18
00558E
��
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
RETAINING WALL DETAILS
NOVEMBER 2021
DRAWING NO
1 R2.01
SHETNO: OE
299 XXXX
R-4214299