HomeMy WebLinkAboutTED4001782.29NO.
10
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REGION NO. STATE FEDERAI. AID PROJECT NO. SHEET
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F SEE NOTE5 ABOVE PeER NO. 4
CI;,• I NTERME0IA7E DIAPHRAGM I INTEIRMEOIA7E DIAPHRAGM
NOTES:
1. NUMBERS AT END 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 sARS SHALL BE AS LONG AS PrIACTICABLE
5. TRANSVERSE STEEL REINFORCING BARS AHE NOT SHOWN FOR CLARITY.
SEE CROSS SECTION ON SHEET NO. 41.
R. ALL DECK TOP STEEL REINFORCING BARS ARE EPDXY COATED; SEE BAD? LIST.
-. FOR LOCATION OF STEEL REINFORCING BARS SEE SHEET NO. 41.
C. FOR LOCATION AND SPACING OF PRECAST CONCRETE TRAFFIC BARRIER ANCHOR BOLTS
SEE SHEET NOS. 44 & 45.
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SUPERIOR REPROGRAPHICS
TnF DECK REINFORCEMENT PLAN - SPAN 3 44
SCALE: 3/1611= 1'-0"
ALPHA ENGINEERS INC..
CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS
320 ANDOVER PARK EAST
SEATTLE, WASH I NGTON 98188
UH=,� C MECIANY
Consulting Engineers and Analysts
Seattle, Washington
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REVISED PER RECORD ORWO. 5T✓ i 3-11. S7
NO, REVISION 1 BY I APPR. I DATE
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NQ _V790
dlo 98
I
CITY OF RENTON
0EPA RT ENT' ,F PUBLIC WORKS
S.W. GRADY WAY BRI DGE
REPLACEMENT
DECK REINFORCING PLAN SPAN 3 & 4
DESIGNED�®K.H. DATE__nrr _I- � 52 FILE NO.-
/
CHECKED I
63
APPROVED_. _— .__ ._ SHEET.__ ` 41-OF V
DIRECTOR OF PUSLSC WORKS
//'/_ SCANNED MAR 2 8 2003
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