HomeMy WebLinkAboutTED4001782.36STAGE II
STAGE
STAGE I
R&aION NO. I STATE I
FEDERAL AID PROJECT NO.
SHEET NO.
10 IWASH.1
{
BRM- 12B8 (2)
-T- -q 0 5 -3 (,1,.35)
8'- 0"
METAL
— HANDRAI L
S21 ADDITIONAL 44 X 7' 01'
@ 16" EXCEPT �t
#4 @ 8" IN SPAN
NO. 1 ONLY-7
:4 .
SEE ;
SECTION C
,a
o• D
o •� d-
51_
311
11_6"
25-O"
HANDRAIL 41
-
SEE 5ECTION A 41
HANDRAIL CONNECTION, 5EE DETAIL 51MILAR 2' 12 EQUAL SPACES TYPICAL
GA57-1 N - PLACE
CONCRETE
' TRAFFI C SEE DETAIL_ 141
BARRIER(N)
S2
86"TYP. ��
S7 #5 @ 8° I � _SLOPE .02 FT./FT
•
.,
DP.
;I
,.
P
0
• .0
off:
o
.C.
GIRDER O
NOTES:
1. FOR TOr) DECK STEEL REINFORCING BAR PLANS SEE SHEET 32 THRU 40.
2. ALL BOTTOM OF DECK LONGITUDINAL STEEL REINFORCING BARS SHALL
HAVE 2'-0" MINIMUM LAP.
3. STAGGER ALL LONGITUDINAL BOTTOM BAR SPLICES BY 5'-0" UNLESS
NOTED OTHERWISE.
4. FOR CAST -IN -PLACE CONCRETE TRAFFIC BARRIER REINFORCEMENT, SEE SHEETS 44845
5. ALL TOP OF DECK STEEL REINFORCING BARS ARE EPDXY COATED; SEE
BAR LIST.
6. FOR LOCATION AND DETAIL OF 2" DIA. ELECTRICAL CONDUIT, SEE SHEET 42 a43.
7. ALL CAST IN PLACE CONCRETE IN DECK STAGES(I)a(II) SHALL BE CONCRETE CLASS LAX'
AND IN STAGE(111) LOW SHRINKAGE CONCRETE CLASS'AXLS'.
o-kD-r2
SUPERIOR REPROGRAPHICS
SECTION NEAR PIER
LOOKING AHEAD ON STATION
SCALE: 1/211=1'-O I'
21►
S3 *� S d. '
O
9 OR * *7 5AR5
SEE DECK PLAN
a,
o�
ROADWAY
3n
� 16p
rl�
�I
I�
31-111
it
I�
7 2 EQ. 5961.711
2'--6
TYP. LAP
2, OII
TYP. LAP
I
I
GIRDER E\� GIRDER I@D
7 G I R DER5 SPACED G 8'-6" = 51'- 0"
61'- 6"
MAX. i/10"
FULL PENETRATION
BUTT
MAX.
— PR ECA5T
CONCRETE TEMPORARY LOGA71ON
TRAFFIC UNTIL STAGE III POURED
BARRIER #t CURED.
5G # 5 @ 8"
SLOPE .02" FT./FT 2'/21 CLR. TYP.
0
6 EQUAL SPA.
TYPICAL
S2 �6
83w1oe>
1 L 6n
HAN DRAI L
SEE 5ECTION A41
CAST
IN -PLACE
CONCRETE
TRAFFIC
BARRIER(5}—
SEE 5HT, 44 3„
2 EQ. 5PA.
8 •5
521
1" CLR.
TYP.'
�3/411 HALF
S4 #5 @ 8" '', It, „ 1 „ " ROUND DRIP
9 1- 6 4 EQUAL SPACES 1-6 `� GROOVE (TYP• )
PRECAST CONCRETE
C;IRDER5 (TYP.)
GIRDER Q
V6 J Lj 1/4 TO % OFJ 1/&' � 5ACK UP 57RI P
BAR DIA.
VERTICAL HORIZONTAL.
BAR5 BARS
NOTE:
WELDS SHALL DEVELOP THE ULTIMATE STRENGTH OF THE BARS
1 41 DETAIL — SHEAR KEY
41 SCALE : 114" = 1'-0" _
ALPHA ENGINEERS INC.
CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS
320 ANDOVER PARK EAST
,f SEATTLE, WASH INGTON 98188
REINFORCING FIELD WELD DETAILS
NO SCALE
URS CMPANY
Consulting Engineers and Analysts
Seattle, Washington
i
GIRDER O
SECTION NEAR MIDSPAN
LOOKING AHEAD ON STATION
SCALE. 1/211=11-011
1-5 2 X 2 X /16 HANDRAIL
ASTM A500 GRADE "B"
T5 2 X 2 X 3/6 P05TS @ V-0' O.C.
ASTM A500 GRADE "B"
,ER 0
0-4,
3°
TY P.
SUBSTITUTE 3/4"A FRILLED
ANCHOR BOLT FOR ANCHOR
BOLT SHOWN IN SECTION X
4
CA57.1 �4- P LAC E
CONCRETE TRAFFIC BARRIER
7 12
IS
CITY OF RIENTON
�,�•
R 4b DEPARTMENT OF PUBLIC WORKS
✓ �l ismr 1.
.p AS.W. GRADY WAY BRIDGE
"O.,�G` R� p'°op �' REPLACEMENT
DECK SECTION
�._-®� __,.,�....• DESIGNED P.V.L. DATE %>PFZIL,1982
FILE NO.
DRAWN M
CHECKED_ .L, SCALE AS N'___.,_ ..7 FIELD BOOKPAGE
I REvlSEfl PER P�EGDRD DRW6. �t,J �=I2, 8? - NO. REVISION BY APPR. DATE APPROVED SHEET 1 OF 63
DIRECTOR OF PUBLIC WORKS
SCANNEo MAR 2 8 2003
711411
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I
04.
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d,
A 41 SECTION
rn 41 SCALE: 1" =1'-O`
G.
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