HomeMy WebLinkAboutT-26909DLEGEND
117'-12'
HMA CL. A" PG 64-22
CRUSHED SURFACING BASE COURSE
GP GP GP GP SHLD
PETROTAC (APPLY ON ALL JOINTS)
DATE
P.E. STAMP SOX
EXISTING PCCP
1-405 MP 0.25 TO MP 2.77
1-406
1-5 TO SR1 69
STAGE 1 -WIDENING
KING COUNTY JULY 2010
EXISTING HMA
GENERAL NOTES:
t ALL SURFACING AND PAVING DEPTHS ARE FINAL COMPACTED
DEPTHS. SEE THE STANDARD SPECIFICATIONS FOR MAXIMUM
LIFT PER MATERIAL DEPTH,
2. ROADWAY EMBANKMENT MAY BE CONSTRUCTED USING
COMMON BORROW PER WSDOT STANDARD SPECIFICATIONS.
VARIES <�2 7
SB (t
SB405-S
VARIES VARIES VARIES VARIES VARIES
EXISTING GUARDRAIL 81-10, 12' 0'-12' 0!-14' 12'-24' U-16
SS405-S 1076+42.32 - - ___ - - - - - I - 12
GP GORE GP
TO 1078+92.32 GP SHLD/ SHLD GORE
II i
- - - - - - - - - - - - - - L --
------ - -4 - --
4 VARIES
4,7'-5.3'
- - --°
SHLD 12'
6 ROADWAY SECTION A PROFILE GRADE
EXISTING CROWN HOV SHLD!
N.T.S. GORE
SB406-S 1076+42.32 TO SB405-S 1081+78.74
5 SHLD
SB406-S 1080+69.40 TO SB405-S 1081+78.74
VARIES <�
L
S13 SB405-S
10' 12' 12' 12'
SHLD GP GP GP
VARIES
10'-13' 12'_
SHLD GP
E406 1091+27-63 TO
E406 1091+80.00
SHLD
5
9 ----------------------------------- 4
8 13 VARIES
10, 0'-12' 12'
8& SHLD ON/OFF Gp
0
\\ �V
0.88'
�,'
0.38'
2 Fn
E405 1086+18.30 TO E406 1094+54.34
1'3
RET. WALL
E405 1089+28.43 TO 3
E406 1091+06.88 )1
(WALL 4100, SEE SHEET WA1� 11
BARRIER RETAINING WALL
E405 1089+06.61 TO E406 1089+28.4t,
E406 1091+06.88 TO E406 1091+27.63 1
(SEE SHEET WAD4)
GUARDRAIL
(E405 1091+80.00 TO E405 1094+54.34) 2'
,
<� :EXTRUDED CURB
(E405 1091+80.00 TO E405 1094+54.34)
BARRIER
(E405 1102+34.98 TO E405 1105+15.66)
0.38'
EXTRUDED CURB
(E405 1094+5434 TO E405 1095+00.00)
E405 1094+54.34 TO E405 1099+06.00
VARIES
7.5'-10'
SHLD
12' 12'
ON/OFF GP
0.881
0.38' 2
E406 1099+06.00 TO E406 1105+15.66
9 GUARDRAIL
> (E405 1099+08,00 TO E405 1102+34.98)
\'< �
EXTRUDED CURB
(E405 1102+00.00 TO E405 1102+34.98)
rt
E405
1,
VARIES I VARIES
12' 5.3'-7° 4'-7'
HOV SHLD I SHLD
q
=Q129 KIDAnr
NOTES:
CROSS SLOPE VARIES, SEE SUPERELEVATION DIAGRAM ON PROFILE
AND SUPERELEVATION SHEETS (AS APPLICABLE) OR MATCH EXISTING.
FOR LANE TAPERS,SEE PAVEMENT MARKING PLAN.
CONCRETE BARRIER.SEE STANDARD PLAN C-16a FOR EMBEDMENT
CROSS SLOPE ON SHOULDER VARIES. SEE SHOULDER SLOPE
DETAIL ON SHEET PVD3.
DOWEL BAR RETROFIT PCCP PANELS, FOR WHAT IS CURRENTLY
THE OUTSIDE LANE. CLEAN AND SEAL EXISTING TRANSVERSE
AND LONGITUDINAL JOINTS. THE PORTION OF PCCP PANELS
BEING REPLACED DO NOT REQUIRE DOWEL BAR RETROFIT.
SEE PV PLANS FOR LIMITS.
SHOULDER IS USED WHEN RAMP METERING IS IN OPERATION.
FOR WORK ON THE S8405-S LINE SEE MKI-2.
THERE WILL BE NO PAVING ON THIS LINE.
WHERE THE EXISTING PCCP EXTENDS INTO THE EXISTING
SHOULDER, THE PCCP SHALL BE SAWCUT TO FULL-DEPTH SO THE
N13 REMAINING PCCP PAVEMENT WIDTH MATCHES THE WIDTH OF THE
2' PROPOSED LANE. THE EXCESS PCCP SHALL BE COMPLETELY
VARIES 1 VARIES VARIES VARIES VARIES VARIES REMOVED AND REPLACED IN ACCORDANCE WITH WSDOT STANDARD
11.7'-12'
1H0_v
>
1LD SHLD 5
12' T 12'
8
lEXISTING CROWN
[o6j.jNw&ffiwq"g1ql -0
11.7'-12' 11.7'-12'
117'-12'
11.7'-12' 19'-114'
OM111VIN D-ul.
ri y i SLOPE TREATMENT VARIES. SEE SHEET RS6.
GP GP GP GP SHLD
<�>
DATE
P.E. STAMP SOX
I ER '1111111111h� Washington State on
f7wDepartment of Transportati
Corridor Program
=5 Elm DAVID *VANIS
BILFIINGRR BERGER F "I moA99OOIATll6#m.
I Civil Inc.
10M TFU-STATE CONSTRUCTION, INC.
1-405 MP 0.25 TO MP 2.77
1-406
1-5 TO SR1 69
STAGE 1 -WIDENING
KING COUNTY JULY 2010
EXISTING CONCRETE BARRIER TO REMAIN.
TIME 8:18:00 AM
E405 1084+06.22 TO E406 1105+05.38
< 1L
"q>
L
DOWEL BAR RETROFIT PCCP PANELS. CLEAN AND SEAL
<8> EXISTING TRANSVERSE AND LONGITUDINAL JOINTS.
STATE
FED.AID PR01NO.
1.
----------------------------------------
13
E405 1106+05.38 TO E405 1107+85.91
WASH
SEE SP AND PV SHEETS FOR LOCATION OF SAWCUTS.
SB406-S 1081+78.74 TO SB406-S 1084+06.18 (LT)
\BTJV0002_DE_RS_405- CP.dgn
ESBS-NB406 2017+39.83 TO ESB6-NB405 2019+67.29 (RT)
DATE
P.E. STAMP SOX
I ER '1111111111h� Washington State on
f7wDepartment of Transportati
Corridor Program
=5 Elm DAVID *VANIS
BILFIINGRR BERGER F "I moA99OOIATll6#m.
I Civil Inc.
10M TFU-STATE CONSTRUCTION, INC.
1-405 MP 0.25 TO MP 2.77
1-406
1-5 TO SR1 69
STAGE 1 -WIDENING
KING COUNTY JULY 2010
Plot 1
TIME 8:18:00 AM
E405 1084+06.22 TO E406 1105+05.38
RE43ION
NO.
STATE
FED.AID PR01NO.
BRIDGE (INCLUDING APPROACH SLABS) (NO PAVING)
----------------------------------------
2'
E405 1106+05.38 TO E405 1107+85.91
WASH
PLOTTED BY dlo---
j
DESIGNED BY A. SCHMIDTMAN
STATION EQUATION
TP-E405
VARIES I VARIES VARIES
2 '
SHEET
S
OF
so
SHEETS
- a-
GP
10,
SHLD
SS406-S 1084+06.18 (LT) = E405 1084+06.22 (20'LT)
12'
9-22'
12'-17.5- 2.9 ° -14'
CONTRACT NO.
LOCATION NO.
PROJ. ENGR. L. HODGSON
ESB5-NB405 2019+67.29 (RT) = E405 1084+11.50 (20' RT)
1
REGIONAL ADM. D. DYE
REVISION
DATE
BY
TP-E405 4087+28.10 (73.68' RT) = E406 1087+39.68
GP
GORE 1
GP
SHLD
>
fA
3
9
9
- - - - - - - - --
WSDO T NOR THWES T REGION
CHANNEL IZA TION FL AN
TRAFFIC ENGINEER - A OPERATIONS
Signed '�IAAA /� a > Date
Print MARK BANDY
ENGINEERING MANAGER
Signed Lu4t a- &�� Date 9ib-fo
Print DENISE CIERI
1 0.88'
O.38'__,,/ RET. WALL
2
E405 1087+39.68 TO E406 1090+80.00
L
E405 1087+39.68 TO E405 1089+86.23
(WALL 4007, SEE SHEET WAI)
r1w.]
ESB-NB406 2017+39.83 TO E406 1087+39.68
T- 26909D
FILE NAME C:\ WorkIProjectWisetBTJV00021dmsO2273
\BTJV0002_DE_RS_405- CP.dgn
�f WASil
sF
10 DAfE
P.E. STAMP BOX
DATE
P.E. STAMP SOX
I ER '1111111111h� Washington State on
f7wDepartment of Transportati
Corridor Program
=5 Elm DAVID *VANIS
BILFIINGRR BERGER F "I moA99OOIATll6#m.
I Civil Inc.
10M TFU-STATE CONSTRUCTION, INC.
1-405 MP 0.25 TO MP 2.77
1-406
1-5 TO SR1 69
STAGE 1 -WIDENING
KING COUNTY JULY 2010
Plot 1
TIME 8:18:00 AM
RE43ION
NO.
STATE
FED.AID PR01NO.
RS I
DATE 812412010
10
WASH
PLOTTED BY dlo---
DESIGNED BY A. SCHMIDTMAN
JOB NUMBER
SHEET
S
OF
so
SHEETS
ENTERED BY L. JOHNSON
CHECKED BY J. STJOHN
CONTRACT NO.
LOCATION NO.
PROJ. ENGR. L. HODGSON
ROADWAY SECTIONS
REGIONAL ADM. D. DYE
REVISION
DATE
BY