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PIER 2
EXISTING CURB / Z CURB AND
AND GUTTER m GUTTER —
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cV U
LL NOTES:
o * CONTRACTOR TO VERIFY 10'-0" BARRIER DIMENSION. ALLOW A
1" GAP BETWEEN PIER WALL AND BARRIER AS WELL AS A 1"
to
GAP BETWEEN BARRIER AND J-BOX.
d
LL 1. ATTACH GUARDRAIL TO BRIDGE RAIL OR CONCRETE BARRIER
a WITH %" DIAMETER BOLTS IN ACCORDANCE WITH STANDARD
SPEC. 9-06.5(4), WITH THIN SLAB FERRULE INSERTS OR RESIN
BONDED ANCHORS.
a
2. WOOD BLOCKS SHOWN. BLOCKS OF ALTERNATE MATERIAL MAY
BE USED SEE STANDARD SPEC. 9-16.3(2).
N
3. DESIGN TO TL-2 BASED ON LOCAL SPEED LIMITS.
� 4. FOR DETAILS OF TYPICAL COMPONENTS SEE STD. PLAN C-ia,
C-11) & C-20.10-01
Z
E
v
* RELOCATED 10'-0"
TYPE 2 BARRIER -
NW 1/4, SEC 25, T 23 N, R 4 E, W.M.
NESTED THRIE BEAM REDUCER TYPE C.
(10 GAGE)
FROM STD. PLAN
C-25.20.05
W6x15 POST W6x12 POST
7'-0" LONG 7'-6" LONG
— J-BOX
CLEANOUT CLEANOUT
-- -- - f-:q- - —
STD. PLAN C-24.10-00 2 -6 EQ. SPA. = 10'-1" 3'" 2'-11" 2'-9" 2'-9" 3'I-61" (2) SPA.
C-CONNECTION BLOCKED SIMILAR TO I I ® 3'-1 1/2°
C-CONNECTION = 6'-3"
THRIE BEAM END PIECE, SEE STANDARD PLAN 2'-2 1/2"
C-7a DESIGN F 2'-4 1/2"
U I
GROUND LIN
A SECTION
73'-5
W BEAM
STD. PLAN C-22.45-00
BEAM GUARDRAIL (TYPE 31)
NON -FLARED TERMINAL
W6x9 - 6'-0" LONG
r19'010_1'_CLEANOUT
T T T
II
(2) SPA. ® 6'-3" = 12'-6"
UNDERGROUND
PVC PIPE (TYP.)
Ld
EXISTING CURB
AND GUTTER —
FEDAID: STPUL-1276(004)
HPP-1276(005)
') BergerABAM
`�
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
-ax:
206 4312300 F206) 431-2250
RECORD
DRAWING
gym_AS
SHOWN
�'�"`�` °^°7��
DATUM
CITY OF
' RENTON
Public Works Department
Approved For Construction
pp
Robert M. Hanson P.E. Date
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT 2A
ROADWAY PLAN
SHEET2A
SOME DATA ON RECORD DRAWINGS
IS BASED UPON INFORMATION
PROVIDED BY THE CONSTRUCTION
in CONTRACTOR TO THE CITY OF
.. RENTON, THE CORRECTNESS TO THIS
DATA HAS NOT BEEN VERIFIED.
"�"" BEE
E KK NAS
�`'NFPC01�'""`
NO.
REVISION
BY
DATE
APPR
—
R-369360
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