HomeMy WebLinkAboutT-26909EVARIES VARIES _ --- -- - --1
81 14.5' -17' 3' -16' 1 °
SHLD ON/OFF GORE
I
i
1
VARIES e
8' -10'
° SHLD
Y 0.38'
(5
0.88' I
1
E405 1108 +07.30 TO E405 1108 +60.02 I
E406 1113 +47.88 TO E406 1113 +69.13
VARIES
'In, �=t Al1e A AI
1
10
__ARI
,-r 1 - - - -- vl�5) -- - - - - --
f
0
E406 1108 +60.02 TO E405 1108 +85.41
2%
o
0
5
E405 1108 +86.41 TO E405 1108 +98.26
PAVED
VARIES SLOPE
10, 15' 4'-4 4' A�( _RIE�S
SHLD ON L �"(
VARIES VARIES
11' -11.7' 11' -11.7'
VARIES GP
3'-6.6'
VARIES -
2' -5.5'
VARIES VARIES
11' -117 11' -11.7'
��mmoffir*VA
0
4
8 13
0.88' 1
0.38' 2
EXISTING CROWN
GUARDRAIL (1108 +85.41 TO 1110 +40.44)
(SEE PV SHEETS FOR TRANSITIONS)
(SEE PV SHEETS FOR TRANSITIONS)
GUARDRAIL (SEE PV SHEETS FOR TRANSITIONS)
_ ARIES 2%
o/
E406 1108 +98.26 TO E406 1109+10.00 0'38' �2
VARIES
rt
E405
If"
!uIldpw,
!rte I
8.5' 8'
VARIES
2' -5.5'
VARIES VARIES
11' -11.7' 11'- 111' -117'
HOV I GP
2%
D_0.201
EXISTING CROWN
N.T.S.
E405 1107 +85.91 TO E405 1113 +69.13
SR181 BRIDGE LIMITS (NO PAVING)
E405 1113 +69.13 TO E405 1115 +92.65
VARIES
11' 11' 11'
HOV GP GP
m
VARIES VARIES
11' -11.7' 11' -11.7'
GP GP
VARIES
6.4' -10.3'
°
4 I
13 8 °
°
1
0.88`
LIM
WSDO T NOR THWES T REGION
CHANNEL IZA TION PL AN
GUARDRAIL DENISE CIERI
E405 1108 +85 TO 1111 +91 P r i n t
O
--- - NB40 SR181
" 1 VARIES VARIES VARIES
° 11' -11.7' 10' -27' 15' -27' 81
GP GORE GP SHLD
-------------- _.._.'..�_® _- - - - - -- - 2'
I °
5s- _- _- _- _ - - - - ®- --go 3
SHLD
E406 1107 +85.91 TO E405 1109 +27.00 0.88, 1
E405 1112 +67.00 TO E405 1113 +69.13 1
0.3
13
E405 1108 +72.49 TO E405 1109+27.00
E405 1108 +72.49 = NS405 -SR181 10 +98.31 (72.54' RT)
QHMA
CL.' /" PG 64 -22
ROADWAY SECTION D
N.T.S.
E405 1115 +92.65 TO E405 1122 +80.00
E405 1109 +27.00 = NB405 -SR181 11 +53.49 (80.34° RT)
i-
1BTJV0002_DE_RS 405- CP.dgn
NOTES:
TIME
SB
E4051
3
PETROTAC (APPLY ON ALL JOINTS)
1
CROSS SLOPE VARIES, SEE SUPERELEVATION DIAGRAM ON PROFILE
AND SUPERELEVATION SHEETS (AS APPLICABLE) OR MATCH EXISTING.
C�4
VARIES VARIES
8' 0' -13' 0'-16'
VARIES
11' -24'
FOR LANE TAPERS, SEE PAVEMENT MARKING PLAN.
VARIES I VARIES
1.8' - 10° ! L8'- 2.Q '
EXISTING HMA
SHLD GP GORE
GP
GP GP
HOV SHLD ' SHLD
10
FOR EMBEDMENT
_
�
1
q> j 10
f�r --
----- _- _ - -__�0
------------------------
SHLD
5
ENTERED BY _
-/ - - -- - -
4
- - ---
0.20' °
1
CHECKED BY
8.5' 8'
11' 11' 11'
HOV GP GP
m
VARIES VARIES
11' -11.7' 11' -11.7'
GP GP
VARIES
6.4' -10.3'
°
4 I
13 8 °
°
1
0.88`
LIM
WSDO T NOR THWES T REGION
CHANNEL IZA TION PL AN
GUARDRAIL DENISE CIERI
E405 1108 +85 TO 1111 +91 P r i n t
O
--- - NB40 SR181
" 1 VARIES VARIES VARIES
° 11' -11.7' 10' -27' 15' -27' 81
GP GORE GP SHLD
-------------- _.._.'..�_® _- - - - - -- - 2'
I °
5s- _- _- _- _ - - - - ®- --go 3
SHLD
E406 1107 +85.91 TO E405 1109 +27.00 0.88, 1
E405 1112 +67.00 TO E405 1113 +69.13 1
0.3
13
E405 1108 +72.49 TO E405 1109+27.00
E405 1108 +72.49 = NS405 -SR181 10 +98.31 (72.54' RT)
QHMA
CL.' /" PG 64 -22
ROADWAY SECTION D
N.T.S.
E405 1115 +92.65 TO E405 1122 +80.00
E405 1109 +27.00 = NB405 -SR181 11 +53.49 (80.34° RT)
C:% WorldProjeetWise\ BTJV0002tdms02273
1BTJV0002_DE_RS 405- CP.dgn
NOTES:
TIME
CRUSHED SURFACING BASE COURSE
3
PETROTAC (APPLY ON ALL JOINTS)
1
CROSS SLOPE VARIES, SEE SUPERELEVATION DIAGRAM ON PROFILE
AND SUPERELEVATION SHEETS (AS APPLICABLE) OR MATCH EXISTING.
C�4
EXISTING PCCP
O
FOR LANE TAPERS, SEE PAVEMENT MARKING PLAN.
10
EXISTING HMA
$ ?
CONCRETE BARRIER. SEE STANDARD PLAN C-16a
DESIGNED BY
FOR EMBEDMENT
_
CROSS SLOPE ON SHOULDER VARIES. SEE SHOULDER SLOPE
ENTERED BY _
DETAIL ON SHEET PVD3.
VARIES VARIES VARIES
11' 0' -8' 12' -23' 6' -13.3'
GP GORE I GP SHLD
Jai l o c a l I I I�
- - - EXISTING
0.20' RETAINING
1 4 SHLD 5° ° WALL
EXISTING CROWN
DOWEL BAR RETROFIT PCCP PANELS, FOR WHAT IS CURRENTLY
5 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.
6 J SHOULDER IS USED WHEN RAMP METERING IS IN OPERATION.
FOR WORK ON THE SB405 -S LINE SEE MK1 -2.
\v" THERE WILL BE NO PAVING ON THIS LINE.
WHERE THE EXISTING PCCP EXTENDS INTO THE EXISTING SHOULDER, THE
8 PCCP SHALL BE SAWCUT TO FULL -DEPTH SO THE REMAINING PCCP
PAVEMENT WIDTH MATCHES THE WIDTH OF THE PROPOSED LANE. THE EXCESS
PCCP SHALL BE COMPLETELY REMOVED AND REPLACED IN
ACCORDANCE NTH WSDOT STANDARD SPECIFICATIONS SECTION 5-01.
OSLOPE TREATMENT VARIES. SEE SHEET RS6.
10 EXISTING CONCRETE BARRIER TO REMAIN.
11 DOWEL BAR RETROFIT PCCP PANELS. CLEAN AND SEAL
EXISTING TRANSVERSE AND LONGITUDINAL JOINTS.
12 SINGLE SLOPE CONCRETE BARRIER. SEE STANDARD
PLAN C -14a FOR GRADE SEPARATION.
13 SEE SP AND PV SHEETS FOR LOCATION OF SAWCUTS.
G NERAL NOTES:
1. 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 Tliw26909E
CaMMON BORROW PER WSDOT STANDARD SPE
EXISTING CROWN
ROADWAY SECTION D
N.T.S.
E405 1115 +92.65 TO E405 1122 +80.00
FILE NAME
C:% WorldProjeetWise\ BTJV0002tdms02273
1BTJV0002_DE_RS 405- CP.dgn
TIME
8:18:06 AM
REGION
NO
STATE
FED.AID PROJ.NO.
DATE 8/24/2010
-
_........._.
10
WAS
PLOTTED BY d10
_.__._
DESIGNED BY
_
_
JOB NUMBER
ENTERED BY _
CHECKED BY
CONTRACT NO.
LOCATION NO.
PROD. ENGR. L. HODGSON
REGIONAL ADM. D. DYE
REVISION
DATE
BY
DOWEL BAR RETROFIT PCCP PANELS, FOR WHAT IS CURRENTLY
5 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.
6 J SHOULDER IS USED WHEN RAMP METERING IS IN OPERATION.
FOR WORK ON THE SB405 -S LINE SEE MK1 -2.
\v" THERE WILL BE NO PAVING ON THIS LINE.
WHERE THE EXISTING PCCP EXTENDS INTO THE EXISTING SHOULDER, THE
8 PCCP SHALL BE SAWCUT TO FULL -DEPTH SO THE REMAINING PCCP
PAVEMENT WIDTH MATCHES THE WIDTH OF THE PROPOSED LANE. THE EXCESS
PCCP SHALL BE COMPLETELY REMOVED AND REPLACED IN
ACCORDANCE NTH WSDOT STANDARD SPECIFICATIONS SECTION 5-01.
OSLOPE TREATMENT VARIES. SEE SHEET RS6.
10 EXISTING CONCRETE BARRIER TO REMAIN.
11 DOWEL BAR RETROFIT PCCP PANELS. CLEAN AND SEAL
EXISTING TRANSVERSE AND LONGITUDINAL JOINTS.
12 SINGLE SLOPE CONCRETE BARRIER. SEE STANDARD
PLAN C -14a FOR GRADE SEPARATION.
13 SEE SP AND PV SHEETS FOR LOCATION OF SAWCUTS.
G NERAL NOTES:
1. 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 Tliw26909E
CaMMON BORROW PER WSDOT STANDARD SPE