HomeMy WebLinkAboutT-2692B1,p 1 -PRO LINE
PROFILE GRADE
AND PIVOY POINT
PACK OF PAVEMENT SEAT
ELEY. 109.25 K5 ETA, 117 S&F34 EVGE OF PECK ABOVE
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`^ _EtEV. 105 FT
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Kt
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- . ! - 4.0. a�
t GIRPER 1A _/ (< " {t, '� 5!4 UI FAD PPP fYTP.J
�' -68001 PAB (YYP.J / I
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¢ I 20 2
Yt 31RPEK !D vIR ➢[R IL / / RIGHT EHAFS 1
LEFT SNAF`
-EDGE OF PECK ADO' /E C` MIDDLE SHArT y1RPER R,
EPGE OF PECK ABOVE
PLAN 6TRPER STOP FOR PET,
[2 SEE 'PIER I S 4 PEYAII
SHEET 50-000 (TYP,j
OIRDEK IM1 � —Q GIRPER ]9 �- h —B OIRPPK !4' �t GIRPER 1D
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-ELEY. 4755
*FLE'L 9)A4
-EIE' /. 89.65 ; *ELEY. SEES
Ij�'j Ij�}'�I j�j � -- *FIFE Pool rv.Vi'....w..x °.. °..rvn ..... ..... _____ I i I 1 I I ' i I r--T�I AELE'✓ 55_50 -.... /
I'LEV.
I
' - Q 5' -fYd SHAFT
I I
L ( L YYP.J
ELEVATION
(51106N LOOKING AHEAD ON SrAvomuc+)
SUE RECORD - DESCRIPTIUN DESIGNED BY ENTERED BY CHEERED ER DENON
NANAGER:
J. BAWMN wnGl � `'
DESIGN
DESUED N. CDAN D.NENDEREON P. GUEMRER TASK LEAD:
IBUT CONSTRUCTON MM ADDfDON x.QUAN D. HENDERSON F.WEKTNER P. GUENNER CON1PACi MO.
1-070 REWSED ORDER STOP N. GUAR P. WDLVERTDN f.OUEXTHER PacNAOE:
fi?1
REARED FOR LwxamDerroN.v, E. NELSON O. xExwnwa a. RJUA 7624
MAL DEa" -PF ENEISOX N.xnANaTD B.ROIz
VERTICAL
CONSTROi
JO NT (T'
r5 O I T A\
S
DEARINia
PIER
11 F
ti
HOWL REVEA' FOR P -"4.-'5
SEE "PIER 4 SECSIOVS Ab'V
D SAILLP SHED-, So 0 26 (TYP )
ELEI
NOTE
I - ELEVATIONS SHOWN ARE TAKEN AT t PEAKING ALONG PIER 4
2. GIRPER STOPS SHALL DE CAS! AFTER OOPERSTRJCTORE w
HAS SEEN ERECTED. NiY
3. PIGMENYCP SEALER SHALL 3E APPLIED TO ALL EXPOSED g�
SURFACES TO V -0" MIN. 5ELOW FINISH GRAPE Sa
AdFAL 9
I -408 B(14.24
1.5 TO SR 185
W STAGE 2 -WIDENING
Washington State
Department of Transportation AND SR 515 INTERCHANGE g77
BENS N ROAD BRIDGE Gi3
PIER 4 PLAN AND ELEVATION "�'
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