HomeMy WebLinkAboutT-2690BBEND 60.0:1 RAMP TAPER (64.00' LT)
BEGIN_ 25.0:1 RAMP TAPER (64.00' LT)
END W,k0.0:1 TAPER {52.00' LT)
BEGIN W(48.00',52.00- LT)
BEGIN 25.8:1 SHOULDER TAPER (74.00' LT)
1406 1167+97.91
BEGIN AND 60.0:1 1405 1169+68.00-\
TAPER (48.00' LT)
END 25.8:1 SHOULDER TAPER (72.11' LT)
MATCH EXISTING
(14.00' LT & RT)
END 25
,,,O:l RAMP TAPER (24.00' LT)
BEGIN U1 (12.00' LT)
SBI67-SB405 13+13.62
END (1)(12.00- LT)
BEGIN WHITE (12.00' LT)
iffey",
0
w) 2 1 - I
13.6' 10, 6 14 1
+
IV f- 1127 13'
(D V
X VARIES 10 j72 - - - - - - - - - - - - 13'
2 - Li r - - - - - - - - -
to 12' 12' SI3 I67'-SI3405 11-114t: +
- - - - - - - - - - - - - - - - - - - - - 12' - - - - - 12' 0)
- - - - - - - - - - - - - - - - - - - - - - - - - r�
W12' - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V.
Z w 12' 12'
-j Lu 1-405 1175 7�\12-
uj
XUJ 12' --------- ----4 ---------- Lu
E $05 BVE / ---:- ui x
12' 7'-/12' z (a
ii� 12' -j uj
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Lu
7 - - - - - - - - - - -
12'
12i.t5 - -
-- --- -- NB406-NBCD LI 125' 14' 4/14' m
-- - - - - - - - - - - - - - - - - -,_
PAVEMENT MARKING LEGEND
PLASTIC PROFILED LANE LINE
PLASTIC PROFILED WHITE EDGE LINE
PLASTIC HOV LANE SYMBOL (1000' SPACING}
G PROFILED PLASTIC WIDE LINE
PROFILED PLASTIC DROP LANE LINE
PROFILED PLASTIC YELLOW EDGE LINE
PROFILED PLASTIC DOTTED EDGE LINE
AERIAL SURVEILLANCE FULL MARKER
AERIAL SURVEILLANCE HALF MARKER
WIDE LANE LINE
PROFILED PLASTIC DOUBLE YELLOW CENTERLINE
PROFILED PLASTIC WHITE DOTTED EXTENSION LINE
DEVIATIONS
REDUCED MAINLINE SHOULDER AND LANE
WIDTHS ON NEW BRIDGE OVER SPRINGBROOK
CREEK AND OAKESDALE AVE -APPROVED 4-6-07
NON-STANDARD NB 1-405 CD ROAD OFF
\Z/ CONNECTION AT SR 167 -APPROVED 4-6-07
NON-STANDARD 1-405 SOUTHBOUND ON-
10 CONNECTION AND RAMP FROM SOUTHBOUND
SIR 167 -APPROVED 4-6-07
FILE NAME C:1WorkIProjectWisekBTJV00021dms022731BT,
TIME 8-22:07 AM
DATE 8/2412010
PLOTTED BY d10
DESIGNED BY A. SCHMIDTIVIAN
ENTERED BY D. FRANKUM
CHECKED BY J. ST. JOHN
PROD. ENGR. L. HODGSON
REGIONAL ADM. D. DYE
END V
SB167-SB405 13+20.00
(f00')
BEG I (0.0 0.)
.00. LT)
13'
SB167-SB406 16+00.00
SB167-SB405 13+39.53
BEGIN (2 )CURVE
MK8
BEGIN 24.8:1 LANE
0
1 4 5
TAPER (24.00' LT)
1-6 TO SRI 69
RETAINING WALL 4024
SB167-SB405 13+89.22
i
VEND 24.8:1 LANE TAPER (26.00' LT)
0
w) 2 1 - I
13.6' 10, 6 14 1
+
IV f- 1127 13'
(D V
X VARIES 10 j72 - - - - - - - - - - - - 13'
2 - Li r - - - - - - - - -
to 12' 12' SI3 I67'-SI3405 11-114t: +
- - - - - - - - - - - - - - - - - - - - - 12' - - - - - 12' 0)
- - - - - - - - - - - - - - - - - - - - - - - - - r�
W12' - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V.
Z w 12' 12'
-j Lu 1-405 1175 7�\12-
uj
XUJ 12' --------- ----4 ---------- Lu
E $05 BVE / ---:- ui x
12' 7'-/12' z (a
ii� 12' -j uj
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Lu
7 - - - - - - - - - - -
12'
12i.t5 - -
-- --- -- NB406-NBCD LI 125' 14' 4/14' m
-- - - - - - - - - - - - - - - - - -,_
PAVEMENT MARKING LEGEND
PLASTIC PROFILED LANE LINE
PLASTIC PROFILED WHITE EDGE LINE
PLASTIC HOV LANE SYMBOL (1000' SPACING}
G PROFILED PLASTIC WIDE LINE
PROFILED PLASTIC DROP LANE LINE
PROFILED PLASTIC YELLOW EDGE LINE
PROFILED PLASTIC DOTTED EDGE LINE
AERIAL SURVEILLANCE FULL MARKER
AERIAL SURVEILLANCE HALF MARKER
WIDE LANE LINE
PROFILED PLASTIC DOUBLE YELLOW CENTERLINE
PROFILED PLASTIC WHITE DOTTED EXTENSION LINE
DEVIATIONS
REDUCED MAINLINE SHOULDER AND LANE
WIDTHS ON NEW BRIDGE OVER SPRINGBROOK
CREEK AND OAKESDALE AVE -APPROVED 4-6-07
NON-STANDARD NB 1-405 CD ROAD OFF
\Z/ CONNECTION AT SR 167 -APPROVED 4-6-07
NON-STANDARD 1-405 SOUTHBOUND ON-
10 CONNECTION AND RAMP FROM SOUTHBOUND
SIR 167 -APPROVED 4-6-07
FILE NAME C:1WorkIProjectWisekBTJV00021dms022731BT,
TIME 8-22:07 AM
DATE 8/2412010
PLOTTED BY d10
DESIGNED BY A. SCHMIDTIVIAN
ENTERED BY D. FRANKUM
CHECKED BY J. ST. JOHN
PROD. ENGR. L. HODGSON
REGIONAL ADM. D. DYE
-405-CP
4
-in
NOTES:
I. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA).
2. FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M-20.20-01
3. SEE PAVEMENT MARKING DETAIL SHEET MKD1 FOR GORE AREA DETAILS.
4. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02.
5. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M-20.10-01.
INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M-20.30-01.
DATE
REGION STATE
NO. FEDAD PROJ.NO.
10 WASH
JOB NUMBER
CONTRACT NO. LOCATION NO.
6. TYPE 2Y RPM PLACEMENT, SEE STANDARD PLAN M-20.30-01 AND SPACED 80 FEET
ON TANGENTS AND CURVES WITH RADIUS OF 5000 FEET OR MORE AND
40 FEET ON CURVES WITH RADII LESS THAN 5000 FEET.
7. TYPE 2W RPM SHALL BE SPACED 40 FEET.
8, FOR HOV LANE SYMBOL, SEE STANDARD PLAN M-7.50-01
hISDO T NOR THWES T REG-10N
CHANNEL IZA TION PL AN
"0. ST,/ 0,
12.5'
Alfillk Washington State
Go-Department
1-406 MP 0.25 TO MP 2.77
Plot 8
13'
of Transportation
40 Corridor Program
1-405
MK8
0
1 4 5
1-6 TO SRI 69
RETAINING WALL 4024
N A L ECG
RETAINING WALL 4020
ED DAVID ■VAMS
-ASSOCIATEIIII.-
STAGE I -WIDENING
KING COUNTY JULY 2010
4
Ito
DATEi
P.E. STAMP BOX
P.E.
DATE
STAMP BOX
RETAINING WALL 4022
OF
36
SHEETS
PAVEMENT MARKING PLAN
I
SEE NOTE 3 1405 1169+77.34
NEW BARRIER
SEE NOTE 3
END U4,(52.00- RT)
NB405-NBCD 26+38.16
BEGIN U2 {52,00° RT)
NB405-NBCD 22+68.87
BEGIN 10.01 RAMP TAPER (25.OWRT)
NB405-NBCD 27+36.24
NB406-NBCD 20+00
END 5,[12.50'RT)
END 10.0:1 RAMP TAPER (".81' RT)
END 440.00')
BEGIN(4 )206.7:1 TAPER(12.60'RT)
BEGIN 260.0:1 TAPER (44.81' RT)
BEGIN 260.0:1 TAPER (29.88' RT)
BE 6 (0.00')
NB406-NBCD 26+78.90
END 206.7:1 TAPER (14.00'
NB405-NBCD 27+81.71
1406 1169+68.
END 4 j14.00' RT)
BEGIN U2 (14.00' RT)
NB406-NBCD 27+85.73
NB406-SBI67 10+43.33
BEGIN 54.5:1 SHOULDER
ND 4
E - 0 JO.89 , LT)
TAPER (27.00 - RT)
BEGIN (6)(0.89' LT)
-405-CP
4
-in
NOTES:
I. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA).
2. FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M-20.20-01
3. SEE PAVEMENT MARKING DETAIL SHEET MKD1 FOR GORE AREA DETAILS.
4. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02.
5. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M-20.10-01.
INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M-20.30-01.
DATE
REGION STATE
NO. FEDAD PROJ.NO.
10 WASH
JOB NUMBER
CONTRACT NO. LOCATION NO.
6. TYPE 2Y RPM PLACEMENT, SEE STANDARD PLAN M-20.30-01 AND SPACED 80 FEET
ON TANGENTS AND CURVES WITH RADIUS OF 5000 FEET OR MORE AND
40 FEET ON CURVES WITH RADII LESS THAN 5000 FEET.
7. TYPE 2W RPM SHALL BE SPACED 40 FEET.
8, FOR HOV LANE SYMBOL, SEE STANDARD PLAN M-7.50-01
hISDO T NOR THWES T REG-10N
CHANNEL IZA TION PL AN
"0. ST,/ 0,
Alfillk Washington State
Go-Department
1-406 MP 0.25 TO MP 2.77
Plot 8
WA4
Z
of Transportation
40 Corridor Program
1-405
MK8
1-6 TO SRI 69
N A L ECG
BILIFINGERIBERGER
ED DAVID ■VAMS
-ASSOCIATEIIII.-
STAGE I -WIDENING
KING COUNTY JULY 2010
SHEET
Ito
DATEi
P.E. STAMP BOX
P.E.
DATE
STAMP BOX
Civil Inc. Tor
TRI-STATE CONSTRUCTION, INC.
q -t ewawft�
rml - I
OF
36
SHEETS
PAVEMENT MARKING PLAN
I