HomeMy WebLinkAboutTED4001782.30REGION NO.
STATE
I FEDERAL AID PROJECT NO.
SHEET NO.
10
WASH.
BRNI - 1286 (2)
I-4o-,-)-_3 (6,35)
1. NUMBERS AT ENO OF BARS INDICATE DISTANCE IN FEET FROM CENTERLINE PIER.
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 13E AS LONG AS PRAC-nCABL.E
5. TRANSVERSE 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 LIST.
7. FOR LOCATION OF STEEL REINFORCING BARS SEE SHEET NO. 41.
B. FOR LOCATION AND SPACING OF PRECAST CONCRETE TRAFFIC BARRIER ANCHOR BOLTS
SEE SHEET NOS. 44 & 45.
TOP DECK RENEORCEMENT
SCALE 3/16"= l'-011
ALPHA ENGINEERS INC.
CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS
320 ANDOVER PARK EAST
SEATTLE, WASHINGTON 98188
PLAN -SPAN 4
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SUPERIOR REPROGRAPHICS
i 7r� SCANNED MAR 2 8 2303