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EDGE OF CLAD TO ENO OF OIAPNRAG.M TO GNP OF DIAPHRAGM
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OF ORDER
# Of GIRP£RO
D R 5H BUTYL . -fMNO WITH AO.YE51V£ 1E' TH1LR DUTYL !2' 11�P4 R4 (YIER 1)
RUDDER SHEEi1Nfi 1 _
ry YNIS SURFACE ONLY RUDDER vHEfTING 12 -�f4 {PIER
f O' L'NDER VIAPHRAGM -' / CURTAIN WALL 02' f4 I I_ " L "- REARING
13 pfAPNRAGM AT VERTICAL RRL'P5 P
ELEVATION PLAN I f snRRUPS E 1 sfE reurn RUBBER PIER wA:L
tt PIER WALL P.T DIAPHRAGM'
T 01 PURSER BUTYL RUBBER DETAIL HPIT SHEET -'�•% I
JOINTS JC R6f R I)
f4!& ✓6 (PIER 3) a 1 yz I.E. y -a"
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1. . GIR DLODERS SHALL BE HELD RIGIDLY IN PLACE Q R °ARINf' �5" OPEN ,t01MT
WHEN DIAPHRAGMS ARE PLACED.
SECTION A END DIAPHRAGM GEOMETRY
_ SEE DIRPER SCHFDULR ON "W5RG GIRDER DETAILS (SHEET 2 OF Sp
FOR DIMEN5iON "A ". ALL LONGITUDINAL DIMENSIONS ARE NORMAL TO SKEW.
> NO. ISSUE GATE ISSUE RECORD - DESCRAVION I DESIGNED eY I ENTERED BY CHECKED BY I DR... .FM
NG 6 444p, IN
... BANAGER1-405
x en... M.. I.5 TO SR 969 R&629
CI TA8K �D fo 1 STAGE 2 - WIDENING
F. SUENmES Washington State WDUCH RENEWED a. cEmERS o. MINI ReoN F.GUENrKER RnoKAOE: ° '" � Department of Transportation AND SR 515 INTERCHANGE
a 1BaNm RELEASED FOR WNSTRUDTION -u a. DEf6rEfti F.wGLVENTOU F.GUEmmER 7624 SB405 RAMP BRI E OVER BENSON ROAD a z3
iq I A 1tPa900 FINAL DESIGN - u 1cFxtmS nuE•uas®cw R.n-M. _____ e®an mwouonnu ncraeiIN a "�