HomeMy WebLinkAboutT-2692CEW
NOT AS :
1, ALL E9GE5 OF ORISGE APPROACH SLAB SHALL
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I
HAVE z" KAOU EXCEPT THE LONGITUDINAL
Na
—
SPAY AP4 � 46 8AR5
AND APB
M ACUTE CORNERS
1%" RADIUS EDGE SHALL BE PROVIDED.
05
HBACK
SANE LINES AND SHALL BE CONSTRUCTED AND
OF
S
PAVEMENT
SEAM
BR5
'-ADD 15 x 5' -0"
SOT. MAT ACRD_
SPACES W/
1101
JOINT
35 E
r SEE 'LAYOUP'FOR CARVE DATA, L
PIER 4 APPROACH 5LA13
P82 sA # Arz �2` 46 ,
LONGITUDINAL BAR
who //
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FINISH GRADE X.
TOP OF !J
>�510EWALK
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LONGITUDINAL
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TOP OF BRIDGE
APPROPCH SLAG
NOT AS :
1, ALL E9GE5 OF ORISGE APPROACH SLAB SHALL
HAVE z" KAOU EXCEPT THE LONGITUDINAL
Na
—
EDGE OF THE FUCEEDING POUR OF A
LONCKUDINAt CON5TRUL'TION JOINT. WHERE A
1%" RADIUS EDGE SHALL BE PROVIDED.
2. LONGITUDINAL JOINTS 54ALL 0£ PLACED ON
MuruvER:
SANE LINES AND SHALL BE CONSTRUCTED AND
SEALED IN ACCORDANCE WITH STANDARD
S
SPECIFiCA:NO.N SEC'.'ION 5&0.-3(B.
.AxNTS MAY BE EITHER A SAWC T CRACK
CONTROL .IdiNT OR A CONSTRU„TiON JOINT.
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SAWCUY JOINTS DNA" TERMINATE r D' BEFORE
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REACHING COBB OF SLAB AND MUST BE SAW CUT
AS 500H AS P055IBLE AFTER PLACEMENT
OF CONCRETE.
5" (TYP.)
x API ®Y5
API9 i'i
qpp QR45
TRANSVER5E 5AR5 /
1
-[AFT H LONGITUDINAL
BART rR5E
BARS
J
r
x AF3 85 TRANSVER5E BAR
2 -WIDENG
LONGITUQINAL
x YP.P3 CS TRANSVERSE OAR
AP
�]48 LONGTUONAL OAR
CRACK CONTROL JOINT
OAR MARKS.
r. WEKTHER
SEE NOTE 2
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SECT ION C
pND SR 51S INTERCHANGE
SECT ION
Q
2'4 FIRST PLACEMENT
xx OMITTED ON PLAN FOR CLARITY.
MIN. P
C[R. - FA
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TRAFFIC BARRIER SHEETS.
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-BACK OF
P. DIIENTHER
`'� jAP31
16
PACKAGE:
lam.-
/ PAVEMENT SEAT
10!QTN9
RELEFEED FIXi CDNBIRUMO. -iA
E. NELSON
BRIDGE
I APPROACH SLAB
LONGITUQINAL
RFC Zp
CON57RUCTION JOINT
SEE NcrE + a 2
A
'-ADD 15 x 5' -0"
SOT. MAT ACRD_
SPACES W/
1101
JOINT
35 E
r SEE 'LAYOUP'FOR CARVE DATA, L
PIER 4 APPROACH 5LA13
P82 sA # Arz �2` 46 ,
LONGITUDINAL BAR
who //
x% f'B9R5 9 9" /I %%IAPtE X44 ®t' -E`
TUCN WITH
RdUGHENEO SU RFACE
Q j f 5 A. 6 AP �MA4
1-E
FINISH GRADE X.
TOP OF !J
>�510EWALK
%LAP2 IF &6
LONGITUDINAL
Bhx �xx g2 g; XIVOE
TOP OF BRIDGE
APPROPCH SLAG
MA
HMA ROAQWAY JOINT QETAIL
SAWCUT SHALL BE FILLED WITH HOT -POURED COMPONENT IN
ACCORDANCE WITH STANDARD SPECIFICATION SECTION 9 -04.2 I)
AND SEPLEO IN ACCORDANCE WITH STANDARD SPECiEICATIOG
.SECTION 5- 053(6)8
SEE FINNED ANCHOR ✓EYNL
AP5 $'F5
BACK OF
PAVEMENT SEAT
®Y5
BRIDGE APPROACH sun
-LoJ46 4nr3 a5
5U9FAC;NG BASE COJ95E
COMPACTED DEPTH
LONGITUQINAL SECTION
AP9`9 X5 0 Or CENTERS,
PLACED IN ABUTMENT
(BARE MAY BE FIELD SENT)
SUPERSTRUCTURE
BEE "HMA ROADWAY JOINT L
ABJTMENT
o•
J� ,
Na
—
APPROACH 5LAO EDGE
III' I' —I I:
MuruvER:
S
FORMED BRIDGE
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T -' TN —R - -®
w
APPROACH
API5 g1C6 dR
I -5 TO Sft 159
SLAB EDGE
x API ®Y5
API9 i'i
/% iAP? ®45
x
`TRANS
TRANSVER5E 5AR5 /
iA�YS �Y6 OR
AP19 ®46
,I`x
-[AFT H LONGITUDINAL
BART rR5E
BARS
J
r
x AF3 85 TRANSVER5E BAR
2 -WIDENG
x YP.P3 CS TRANSVERSE OAR
AP
�]48 LONGTUONAL OAR
x SEE APPROACH SLAB PLANS FOR
OAR MARKS.
r. WEKTHER
�^
SECT ION C
pND SR 51S INTERCHANGE
SECT ION
Q
xx OMITTED ON PLAN FOR CLARITY.
SEE PEDESTRIAN CARRIER OR
.ee.
Dap8ThnanB of TnHnBPO(faflOD
TRAFFIC BARRIER SHEETS.
_
-BACK OF
P. DIIENTHER
D.HENDEMN
H.DUAN
PACKAGE:
lam.-
/ PAVEMENT SEAT
10!QTN9
RELEFEED FIXi CDNBIRUMO. -iA
E. NELSON
BRIDGE
I APPROACH SLAB
BENSON ROAD BRIDGE
RFC Zp
EXPAN &ON JOINT
A
OFF SHEET N"-OLa4
(%- CONSTRUCTION JOINT
�'-+-
K" SAWCUT JOINT
P. GUENTHER
FOR PEYP.ILS
/ WITH 6LA55 U FINi5H
MA
HMA ROAQWAY JOINT QETAIL
SAWCUT SHALL BE FILLED WITH HOT -POURED COMPONENT IN
ACCORDANCE WITH STANDARD SPECIFICATION SECTION 9 -04.2 I)
AND SEPLEO IN ACCORDANCE WITH STANDARD SPECiEICATIOG
.SECTION 5- 053(6)8
SEE FINNED ANCHOR ✓EYNL
AP5 $'F5
BACK OF
PAVEMENT SEAT
®Y5
BRIDGE APPROACH sun
-LoJ46 4nr3 a5
5U9FAC;NG BASE COJ95E
COMPACTED DEPTH
LONGITUQINAL SECTION
AP9`9 X5 0 Or CENTERS,
PLACED IN ABUTMENT
(BARE MAY BE FIELD SENT)
SUPERSTRUCTURE
BEE "HMA ROADWAY JOINT L
ABJTMENT
o•
aE ®lam
Na
^ -
MuruvER:
a. saURAN
J."UN
w
w.aH
I -5 TO Sft 159
�BGO-S
TABK LEADSTAGE
2 -WIDENG
r. WEKTHER
Washington Stato
pND SR 51S INTERCHANGE
.ee.
Dap8ThnanB of TnHnBPO(faflOD
OI'NAT ACROSS LONan. JOINT
P. DIIENTHER
D.HENDEMN
H.DUAN
PACKAGE:
0
10!QTN9
RELEFEED FIXi CDNBIRUMO. -iA
E. NELSON
D, ....E..
P. GUEMXER
BENSON ROAD BRIDGE
RFC Zp
7524
A
BMpM
FROM. DESIGN -3A
E. NELSON
T. SMA
P. GUENTHER
..... „.�..
APPROACH SLAB DETAILS (2 OF Y)
1 mo:>s