HomeMy WebLinkAboutTED4001782.324S1F,1 9 x 421-QII
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� INTERMEDIATE DIAPHRAGM
NOTES:
1. NUMBERS AT ENE, 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 BE AS LONG AS PRACTICABLE
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.
8. FOR LOCATION AND SPACING OF PRECAST CONCRETE TRAFFIC BARRIER ANCHOR BOLTS
SEE SHEET NOS. 44 & 45.
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PIER N0.8 C�, INTERMEDIATE DIAPHRAGM
TOP DECK REINFORCEMENT PLAN - SPAN 7 � 8
SCALE: 3/16" = V-0"
ALPHA ENGINEERS INC.
ING CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS
320 ANDOVER PARK EAST
SEATTLE, WASHINGTON 98188
REGION NO.
STATE FEDERAL AID PROJECT NO.
SHEET NO.
10
WASH. 8 RM - 1288 (2)
i- 4DE-3 635 i
83w�o
4d Ian 1 # r Y r..r1l _r1�I MAV
r4o INTERMEDIATE DIAPHRAGM
SUPERIOR REPROGRAPHICS
e _7 CAI ' u � �- �; 14A,1 2 8 2003