HomeMy WebLinkAboutTED4001782.40MION NO.
SPATE
FEDERAL AID PROJECT NO.
SHUT NO.
10
WASH.
B R M --12 8 8 (2 )
I- 405-3(635)
FLAN -- C-I -p CONCRETE TRAFFIC BARRIER END SECTION
SEE SHT. 23 THRU 31 FOR JOINT LOCATIONS � SECTION LENGTHS
C-I- P CONCRETE TRAFFIC RARR I ER - SEE
RETAINING WALL ELEVATION FOR LI M IT5, 57AGE (I)
N
�v
re
�_
SUPERIOR REPROGRAPHICS
71_011
4'-re" MIN. G'-011 MAX.
tb 1-0 11
2 S#6
J_ 6/70" _L 51-0If
T j I
04TE
FTH NUMERAI..5
SEE 5TD- TIAFFIC_ BARK!GR FOR SPACIN0
re" -1 17/$11 71_ 1 !'411
IF BEAM GUARD RAI L
ATTACH M ENT 15 TO BE
USED, TWIST GUARD
RAIL OR MODIFY ATTACH-
MENT TO 5U 17 141 12
FACE SLOPE.
TOP CF R0ADWA1*y1
45 ELEVATION
H 45 NTS.
-PARALLEL TO GRADE
R3 X R4
eeR6
Es
R3) 3/4� 1 RECESS
2'_ 10"
1 L 9'1
9" JOINT
411
R2 RG� @ 1'-ro" MAX. 5PACI NG
51- 5 411 51- 57/&"
1/4" GAP (TY P.) :7
11 411, 411 4
+ +
►++
I I a:
I + +
++
2
1 + +
ELEVATION C-1-P CONCRETE TRAFFIC BARRIER AT END OF BRIDGE
W1 NG WALL 4 APPROACH SLAB (57AZE =
ALPHA ENGINEERS INC
CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS
RECORUB% D R A W I Hh'aft"
320 ANDOVER PARK EAST
SEATTLE, WASHINGTON 98188
CAST IN -PLACE CONCRETE TRAFFIC BARRIER 5AR LIST
ALL REINFORCING SHALL BE A.S.T. M. A -GI S, GR. Gv0
MARK
SIZE
LENGTH
( ALL
SENDING
DIMENSIONS
OI "RAM
ARE OUT TO OUT)
31_8"n�
sit
57R. /�
R1 � R2
0
5TR.
11_311
A SHOWN FOR TYPICAL
INTERIOR 5ECTION. VARY
A5 REO' D FOR NON -
TYPICAL SECTIONS OR
END SECTIONS.
1111
.
to '10leeO
N
RG
- O
to
w c
89
g'1
R2
5
2-10" Z�
R3
4
71_9" Z�
I I
R4 E
ro
I 11
7 - 9 A
R5
G
6'-1111
1 u
NOTE: ' E' = EPDXY COATED
x 5"AI5I, A304 STAINLE55
STEEL EXPANSION BOL75
1/211 k A5.T.M. A3ro (SLIDER PLATE)
SEE(23 FOR DETAILS
7
TRAFFIC BARRIER NOTES:
1. ALL CONCRETE IN C- I -P CONCRETE TRAFFIC BARRIERS SHALL BE 6+ 11/m AIR ENTRAINED
CONCRETE CLASS "AX".
2. ALL REINFORCING BARS SHALL BE ASTM A615, GRADE 60, UNLESS NO'?'ED OTHERWISE.
3. ALL PLATES SHALL BE IN ACCORDANCE WITH ASTM A36.
4. ALL WELDING TO BE IN ACCORDANCE WITH THE LATEST AWS SPECIFICATIONS.
5. EXPANSION IVSERTS TO BE STAINLESS STEEL, TYPE A304.
6.
7. NOT USED
8.
9.
10. AFTER REMOVAL OF PRECAST CONCRETE TRAFFIC BARRIER FROM LgLINE, ALL HOLES IN DECK
SHALL BE FILLED COMPLETELY WITH NON -SHRINK GROUT. SURFACE FINISH OF THE PATCH TO
MATCH DECK FINISH.
11. NOT USED
URS COMPi41VY
Consulting Engineers and Analysts I REV16E0 PER RECORD VAH4. e'er 3.12,67
Seattle, Washington NO. REVISION BY APPR. DATE
t a y7foZ4o
CITY OF RENTON
DEPARTME`�> T OF PUBLIC WORKS
S.W. GRADY WAY BRIDGE
REPLACEMENT
TRAFFIC BARRIER DETAILS
DESIGNED P' `'H• DATE APRIL,1982 FILE NO.
DRAWN �W.
CHECKED D. L. SCALE AS NOTED FIELD BOOK PAGE_
APPROVED SHEET_45_OF_ 3
DIRECTOR OF PUBLIC WORKS
C - / �-/ SCANNZD MAR 2 8 2003
/ /71A*1
I