HomeMy WebLinkAboutT-2690A0I
2'
V4 8
SHLD
3
VARIES VARIES VARIES
11' -24'
GP GP GP
RET. WALL
e
1
*
VARIES
1
� 2
L-- -- -- ° - - --)
ON /OFF
VARIES
VARIES Vq�I�SI
r -
I 6' -10' 12' -14' 0
'
l
SHLD
ON /OFF
GORE
1134 +77.98 TO 1405 1138 +40.59 (WALL 4111A, SEE SHEET WAD13
VARIES
i
1138 +40.59 TO 1405 1144 +70.16 (WALL 4111, SEE SHEET WA4)
3
11' -12'
nj
1148 +80.00 TO 1405 1161 +88,07 (WALL 4130A, SEE SHEET WA6)
11' -12'
HOV
SHLD
SHLD
i
HOV
GP
GP
3
VARIES VARIES
2' -13.8' 12' -24'
SHLD ON /OFF
CE
SB16 SB405
i
VARIES VARIES
0' -13' 4' -24'
ON /OFF GORE
i
i
/ e
i' GUARDRAIL (SEE PLAN 025 1
1 FOR TYPE)
SB167 -SB405
i' E405 1170 +38.43 TO E405 1173+50.92
i
0.38'
1405 1167 +97.91 TO 1405 1170 +46.71
12'
GP
2'
VARIES
VARIES
! VARIES
NB 1405
CONTROL
ON /OFF
ON /OFF 1 GORE
e
2'-1 3 8'
13'-24'
13' 4'-24'
VARIES
VARIES
2' -7'
i I
2' -7' I
VARIES
i
VARIES VARIES
VARIES
11' -12'
nj
11' -12' 11' -12'
/ VARIES
rt (i
rt
1 -
1405 BARRIER
VARIES i
NB 1405
CONTROL
ON /OFF
ON /OFF 1 GORE
e
GP
ALIGNMENT
VARIES
VARIES
2' -7'
i I
2' -7' I
VARIES
i
VARIES VARIES
VARIES
11' -12'
a
11' -12' 11' -12'
11' -12'
HOV
SHLD
SHLD
i
HOV
GP
GP
3
1
NB CE
NB405 -NBCD
1169 +96 TO 1170+46.71 3 I
1
VARIES VARIES VARIES
0' -12' 0' -14' 0' -12.5' --]--
GP ' EDIAN ON /OFF
8 4'
e e
1
e
PIVOT POINT
* PIVOT POINT & NEW CROWN
& NEW CROWN PROFILE GRADE 1405 1152 +34.50 TO 1170 +46.71
1405 1134 +77.98 TO 1135 +54,05 1405 1134 +77.98 TO 1170 +46.71 NB 1405 13 +00.58 TO 15 +80.43
1405 1152 +34.50 TO 1170 +46.71 PIVOT POINT NB PROFILE GRADE
1405 1135 +54.05 TO 1152 +34.50 NB 1405 13 +00.58 TO 15 +80.43
ONLY
ROADWAY SECTION G
N.T.S.
1405 1134 +77.98 TO 1405 1144 +58.62
1405 1149 +56.77 TO 1405 1170 +46.71 BK
BRIDGE (INCLUDING APPROACH SLABS)
1405 1144 +47.62 TO 1405 1149 +57.24
STATION EQUATION
NB405 -NBCD 10 +00 = 1405 1159 +79.23 (52' RT)
1405 1170 +46.71 BK = E405 1170 +38.43 (8' LT) AHD
1405 1134 +77,98 = 1405 HOV 13 +00.58 (17' RT)
1405 1143 +59.39 = 1405 HOV 18+77.70 (22' RT)
*SEE VARYING PAVEMENT DEPTHS FOR SECTION G
2
VARIES
Ii .SB 46' E405 NB
12' 12' 12' 7' T 12' 12' 12'
GP�jGP HOV SHLD SHLD HOV GP GP
V t O 8'
10
I ____
"SMLD -- - - - - -_ -- SHLD EXISTING CROWN 4
1
i ROADWAY SECTION H
i N.T.S. EXISTING CROWN
i E406 1170 +38.43 AHD TO E405 1184 +77.23
I STATION EQUATION
1405 1170 +46 71 BK = E405 1170 +38 43 '
"026-1
E406 1176 +48.57 TO E405 1178 +68.78
1
VARIES VARIES'
8' 12' -14' , 0' -4.8' I
11,1 _.�..
-
i
E405 1178 +68.78 TO E405 1184 +77.23
FILE NAME C: 1WorkIProjectWiseIBTJV00021dms022731BTJ1
TIME _
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
8:18:17 AM
010
-A. SCHMICITMAN
A. • •
J. STJOHN
L. •E •
womlyd
rr
NB405 -NBCD
I VARIES VARIES VARIES
1 12.5' -14' 0' -23' 12.6 -15'
1N , ON /OFF ORE ON /OFF
4 0.88, 1
(8 LT) AHD 6 0.0'- 7.0' 0.38' 2
SB167 -SB406 10 +00.00 = E406 1172 +49.56 (60' RT) c. 0' -20.5' 1-405 1137 +70 TO 1155 +00
NB406 -SB167 10 +00 = E406 1177 +07.11 (86' LT) 1 NB405 -NBCD
e
WSDOT NORTHWEST REGION
CHANNEL IZA TION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS /
Signed - = Date 14 -AD
Print MARK BANDY
ENGINEERING MANAGER
Signed Dlvth�t.. i�tp�e F J�� Date 9 -(0-to
Print DENISE CIERI
a
992
■'iiIiIIII� • •
CONTRACT NO. I LOCATION NO.
1
i 14' 8' -13' NB405 -NBCD 18 +94.23 TO NB405 -NBCD 21 +89.10
e ON/OFF SHLD (WALL 4020, SEE SHEET WA6)
NB405 -NBCD 21 +99.10 TO NB406 -NBCD 23 +21.45 12
4' (WALL 4022, SEE SHEET WA6)
NB406 -NBCD 23 +31.45 TO NB405 -NBCD 25 +66.21 - 2
(WALL 4024, SEE SHEET WA6)
1 7 0.88' 1
LEGEND
_
1 -
12'
SHLD
10
ON /OFF
ON /OFF 1 GORE
e
GP
"026-1
E406 1176 +48.57 TO E405 1178 +68.78
1
VARIES VARIES'
8' 12' -14' , 0' -4.8' I
11,1 _.�..
-
i
E405 1178 +68.78 TO E405 1184 +77.23
FILE NAME C: 1WorkIProjectWiseIBTJV00021dms022731BTJ1
TIME _
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
8:18:17 AM
010
-A. SCHMICITMAN
A. • •
J. STJOHN
L. •E •
womlyd
rr
NB405 -NBCD
I VARIES VARIES VARIES
1 12.5' -14' 0' -23' 12.6 -15'
1N , ON /OFF ORE ON /OFF
4 0.88, 1
(8 LT) AHD 6 0.0'- 7.0' 0.38' 2
SB167 -SB406 10 +00.00 = E406 1172 +49.56 (60' RT) c. 0' -20.5' 1-405 1137 +70 TO 1155 +00
NB406 -SB167 10 +00 = E406 1177 +07.11 (86' LT) 1 NB405 -NBCD
e
WSDOT NORTHWEST REGION
CHANNEL IZA TION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS /
Signed - = Date 14 -AD
Print MARK BANDY
ENGINEERING MANAGER
Signed Dlvth�t.. i�tp�e F J�� Date 9 -(0-to
Print DENISE CIERI
a
992
■'iiIiIIII� • •
CONTRACT NO. I LOCATION NO.
1
i 14' 8' -13' NB405 -NBCD 18 +94.23 TO NB405 -NBCD 21 +89.10
e ON/OFF SHLD (WALL 4020, SEE SHEET WA6)
NB405 -NBCD 21 +99.10 TO NB406 -NBCD 23 +21.45 12
4' (WALL 4022, SEE SHEET WA6)
NB406 -NBCD 23 +31.45 TO NB405 -NBCD 25 +66.21 - 2
(WALL 4024, SEE SHEET WA6)
1 7 0.88' 1
LEGEND
HMA CL.' /T PG 64-22
CRUSHED SURFACING BASE COURSE
PETROTAC (APPLY ON ALL JOINTS)
EXISTING PCCP
EXISTING HMA
COMMON BORROW
EXISTING ASPHALT TREATED BASE
CROSS SLOPE VARIES,SEE SUPERELEVATION
1 DIAGRAM ON PROFILE AND SUPERELEVATION
SHEETS (AS APPLICABLE) OR MATCH EXISTING.
/O FOR LANE TAPERS, SEE PAVEMENT MARKING PLAN.
1 CONCRETE BARRIER. SEE STANDARD
\vYJ PLAN C -16a FOR EMBEDMENT
CROSS SLOPE ON SHOULDER VARIES.
4 SEE SHOULDER SLOPE DETAIL ON
SHEET PVD3.
DOWEL BAR RETROFIT PCCP PANELS,
5 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
6 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
8 EXISTING SHOULDER, THE 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 WITH WSDOT
STANDARD SPECIFICATIONS SECTION 5 -01.
8 i SLOPE 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 PLANE EXISTING ASPHALT TREATED BASE AS REQUIRED
TO PROVIDE FULL PAVEMENT DEPTHS.
<8> SEE SP AND PV SHEETS FOR LOCATION OF SAWCUTS.
kq 1 -405 1134 +77.98 TO 7137 +20 GENERAL NOTES.
\ I -405 1155 +80 TO 1170 +46.71 1. ALL SURFACING AND PAVING DEPTHS ARE FINAL COMPACTED
E406 1177 +53.00 TO E406 1184+77.23 5 DEPTHS. SEE THE STANDARD SPECIFICATIONS FOR MAXIMUM
LIFT PER MATERIAL DEPTH.
E405 1176 +85.00 TO E405 1177 +53.10VARYING PAVEMENT DEPTHS 2. ROADWAY EMBANKMENT MAY BE CONSTRUCTED USING
FOR SECTION G COMMON BORROW PER WSDOT STANDARD SPECIFICATIONS.