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44
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94
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NOTES:
1. NUMBE'IS AT END OF BARS INDICATE DISTANCE IN FEET FROM CENTERLINE
PI ER.
2. PROVIDE 2'-0" AND 2'-3" MINIMUM SPLICE LENGTH FOR NO. 5 AND NO. 6 BARS,
RESPECTIVELY.
3. STAGGER ALL LONGITUDINAL TOP BAR SPLICES BY 5'-0" UNLESS NOTED
OTHERWISE.
4. ALL NO. 5 BARS SHALL BE AS LONG AS PRACTICABLE
5. TRAIyMVERSE STEEL REINFORCING BARS ARE NOT SHOWN FOR CLARITY.
SEE CROSS SECTION ON SHEET NO. 41.
6. ALL DECK TOP STEEL REINFORCING BARS ARE EPDXY COATED; SEE BAR Li,.,. i.
T FOR LOCATION OF STEEL REINFORCING BARS SEE SHEET NO.41.
8e FOR LOCATION AND SPACING OF PRECAST CONCRETE TRAFFIC BARRIER ANCHOR BOLTS, SEE
SHEET NOS. 44 a 45.
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SUPERIOR REPROGRAPHICS
i
Zr r' , _ - S H T. 4 3 FO R D E"A' 25
TOP- DECK REINFORCEMENT PLAN - SPAN 2 $ 3
SCALE: 3/16"= V-011
ALPHA ENGINEERS INC.
CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS
RECORD DRAWING 320 ANDOVER PARK EAST
SEATTLE, WASH I NGTON 98188
URS MPANY�-�
Consulting Engineers and Analysts 1 REVISED PER RECORD aDRwy. 57%o� 3.1 I. E17
Seattle, Washington NO. REVISION I BY APPR. DATE
•
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
DESIGNS
DRAWN-
CHECKEI
B.W. GRADY WAY BRIDGE
REPLACEMENT
DECK REINFORCI NG PLAN - SPAN 2 8t 3
D. K.H. DATE APRIL,1982 FILE NO.
,M. B.W.
T—
D.L. SCALE A5 NQp FIELD BOOK --PAGE___
SHEET-33 OF_ 63_ -
I APPROVED
s7/,
WORKS
SCANNE 0 MAR 2 8 Z003