HomeMy WebLinkAboutTED4001782.34REGION NO.
STATE
FEDERAL AID PROJECT NO.
SHEET NO.
10
WASH..
BRM®I288 (2)
1- 4--E-3 (-)35 )
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LIGHT 5,1%5E-
5EE SHT. 43 FOR DETAILS.
NOTES:
1. NUMBERS AT END OF BARS INDICATE PIST1`:NI:E 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 AL I I ONGITI IDINAI TOP BAR SPLICES BY 5'-0" UNLESS NOTED OTHERWISE.
4. ALL NO. 5 BAW SHALL BE AS LONG AS PRACTICABLE
5. TRANSVERSE STEEL REINFORCING BARS ARE NOT SHOWN FOR CLARITY.
SEE CROSS SEC LION 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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SUPERIOR REPROGRAPHICS
TOP PECK REINFORCEMENT PLAN -SPAN
SCALE, 3/16" = V
ALPHA ENGINEERS INC.
CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS
on
RE�CORD DRAOWINU 320 ANDOVER PARK EAST
SEATTLE, WASHINGTON 98188
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