HomeMy WebLinkAboutTED4001782.41WIDEN CONC. HANDRAIL
5UPPOR.T TO 12" - SEE DECK PLAN
31' - 5 " STAGE n
251- 2' I 5T,66E z
1'- 3"
GIRDER O
COMPRE55ION 5PR1 NG
APPROACH 1/2 " PLAT E.
S LAB
2V2" ANCHOR 5TU05
L
1/2" PLATE
5TA1 N LE55 STEEL PLATE
N I 5PR1 NG
re GIRDER
J-er-r_ C
Q
LOCKING STEEL EXTRUSIONS
E L.A5TO M R I C
LOCK I N G G LAN D —�
—PROVIDE 2-3/411 PIA. X 91"
ANGHOR5 PER BOX
(MIN.) FOR LEVELING
HOLDI NCa IN POSITION
TYP. EA. SIDE OF JOINT)
SUGGESTED CONSTRUCTION SEQUENCE
1. STAGE I: POUR END DIAPHRAGM TO LR NE
WITH 3LOCKOUT, FOR EXPANSION JOINT.
2. SET EXPANSION JOINT IN STAGE I AND POUR EXPANSION JOINT BLOCK -
OUT TO CENTERLINE OF BRIDGE.
3. STAGEII: POUR END DIAPHRAGM AS SHOWN WITH
BLOCKOUT.
4. SET BALANCE EXPANSION JOINT.
5. POUR STAGE III END DIAPHRAGM AND POUR BLOCKOUT CONCRETE
3/16 I/
3/8
3/8
TYP.
B Oro S EC71 ON
SCALE = 3" = 1'-O"
C� GIRDER /E
• 2 9, r� R � P'�
STAGE m
C�. GIRDER
A 23 SECTION
4tn 5CA.LE : 1/21" = 1 "-O"
TOP OF DECK
-1/2"X1/2"' POURED RUBBER
,JOINT FILLER (TYP.)- INCIDENTAL
TO EXPANSION JOINT
v <TMp SUPPORT E
ANCHOR
(TYp)
('tYP.) 1" NON-51-iRINK
GROUT PAD (INCIDENTAL
TO EXPANSION JOINT SYSTEM)
SUPPORT BAR '
4" x 21" X 1' - 101/4 i1(M IN.)
i
BEAR.) NG
5/4" PLATE
ALPHA ENGINEERS INC.
CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS
320 ANDOVER PARK EAST
SEATTLE, WASHINGTON 98188
Ck GIRDER
v2" 0 BOLTS
HOLDI NG PLATE
r 4G SEC710N
.. Ca SCALE : 1 I/2„ s 1' -0
1:,- -
1/2it X. 1 7 jai" n OI.
W/ 7/5" 0 HOLE
DETAI L
SCALE: 3" a 1 1- O"
REGION NO.
STATE
FEDERAL AID PROJE= NO.
SHEET NO.
14
WASH.
B'A m-I288 t21
114)-L-3 635)
G I Ropm (j)
SUPPORT BARS
S31n/lo�
� GIRDER
C, 5000E5TED LOCATION OF
5UPPORT BAR SOXES (7-*YR)
1 PPORT 5C
yCHOR
IPP0Q.7 50'
DETA I L.
5CALE ' 1"a 1'-O"
NOTE: SEE SHEET 47 FOR GENERAL NOTES.
SUPERIOR REPROGRAPHICS
i171a o"CANNED MAR 4`8 �Xj