HomeMy WebLinkAboutTED4001782.2725'- 0" (Z�_ PIE �N,''
NOTES:
5 ACI K OF P AV E M E N'7 SEA
n
1. NUMBERS AT E14D 0I iiAfi!N1)1(.'ATF f-)IST,VJ(J IN f I f i f HONI ('f NTFRLINE PIER.
STA. 16 C34-2
2. Pl,i.jVIDE 2'-0'* AND 2'-3" sPLICE t 1 NG-1-11 FOR NO. 5 AND NO. 6 BARS,
RL-SPECTIVELY.
3. STAGGER ALL 10NGITUDV,JAAi 1()IA 'I'l-S BY 5"—.0" UNLESS NOI ED 01HERWISE.
4. ALL NO. 5 6!% F, SHALL BE AS LONG AS PRACTICABLE
5. TRANSV LHSE S1 f- t ( H L IN I ()Ii(: I N(i BA14 S Aht' No I St i0V'vN V-011 c i AM I Y
SEE CROSS SEC-(I()N ()NSH[- V f No 41
6. ALL DECK TOP STEEL REINFORCING BARS ARE EPDX Y (,()A I F I), SEE_ BAR t IS I
7. FOR I IMN OF STEEL REINFORCING BARS SEE SHEET NO 41.
8. FOR LOCATION '-JIACING OF PRECAST CONCRFTF TRAFF'IC HARRIER ANCARM BOLTS
SEE SHEET NO" -114 1k. 1�1
7 Lae) ft 0 ".. ?*, -- '�* t
I Ae .
suPERIOR REPROGRAPHCS
ALPIFIA ENGINEERS INC.
Apr& CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS
320 ANDOVER PARK EAST
SEATTLE, WASH I NGTON 98188
01tu URAWINU
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Consulting Engineers and Analysts REVISED PER RELORD ORWO, -STD
Seattle, Washington NO. REVISION BY APPR, i DATE
CITY OFf
DEPARTMENT OF
R E N T 0 N
PUBLIC WORKS
IP I S.W. GRADY WAY BRIDGE
REPLACEMENT
DECK REINFORCING PLAN - SPAN I & 2
DESIGNED DATE-A.P-R-=---j-9� FILE
DRAWN----z
SCALE I'C 7 EC, FIELD BOOK ---.....o PAG
CHECKED--
APPROVED— O:RECTOR OF PUBLIC WORKS SHEE'T——32 63
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71