HomeMy WebLinkAboutT-2690B7-4- ------------
PER �6
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D 11-4j:1 4 f ',(16
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APER 7.24
ND 90.4:4 LAN TA 3b,.24LT)
W 8"A- UkT TAf",-j4944-LT)__
E4051109+01.75- E406 A10+38,31
END 4 51.94?
_ L)
2 (;06.64- LT)
2 (51.94' LT)
END (�)(70.98'LT)
BEGIN T(70.88'LT) m)krCH �Istfffa--
BEGIN 30:1 LANE
SEC. 24, T. 23 N.9 R. 4 E.1 WAI
1113+34.50
166.9:1 SHOULDER TAPER
WSOOT NORTHWEST REGION
CHANNEL IZA TION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed c- Date
Print MARK BANDY U
ENGINEERING MANAGER
Signed �-p
Date -cl-10-1 0
Print DENISE CIERI
i#%r-=F% j10.00 &.11 I / E-405 -1 -1 -1 + . v k
_
191. \LT-}�__
CURVE PT
21' END 30:1 LAN APERR \\191.83' LT)
MATCH EXIS' TI IN\
405 1112+60.00 E406 1120+66.00
6 S(8.60' LT & RT)
E406 1115+60.00
END 152.0:1 SHOULDER TAP X3.00' 0.00-11T
END 133.31 LANE TAPER (14.00�; BEGIN (4 ) (50.66' LT)
) MATCH EXISTING E405 1118+45.80
END 118.81 LANE TAPE k
END 107.01 LANE TAPER (36.00'R BEGIN 2 (47.00, LT)
END 97.4:1 LANE TAPER (47,00' RT) I E405 1116+33.20 MATCH EXISTING
R=280' END (4) (47.00' LT)
R--240 zz- END 15(47.00- LT)
E406 1110+56.00
10 2
f
(10. 10.00' RT)
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9.6* 9.8' T - - - ----- - - ---- - - -
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w 2' 11'
Z U) -El8t-NB406 Ifi_+05.Z4 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - NB40-6-SR-181 i_1+6f._76 - - - Ill I LT) &E NOTE 3 - - - - - - - - - - - - - - - -
- - - - - - END (5.98 - - - - - - - -
in
- - - END- 10.1f.1 LJkNE-TAPER (30.W RT) Ill - - - - - - - -
=09211,
10, < 11
R=W'i 20' - - - -
B406 LIN
lo' LANE SR181-NB406 LIN - - - -
---- ------ - ----- --
NE1405-SR181 13+48.94 13' i 8' 13.3' 2 ~6 1 10
END 20.1:1 LANE TAPER (24.00' RT) _ 4 -1 SR181-NB40
5 20+45.06 POE
4,, END (1)(24.00'RT) END 44.41 LANE TAPER (15.9'RT) E405 1119 +27.41
BEGIN (1)48.0:1 LANE L�j
RT) R=176' -NB405 16+05.62 '/ / / / I / , t'/ E406 1117+58.86 (55.00' LT) END 4 (47.00' RT)
TAPER (1 00' R=211.63, E181 - RT) 1 BEGIN 49.61 RAMP TAPER (70.92' RT} END 4 _(47.00- RT)
BEGIN BEGIN (!)(47.00- RT)
(�)244.1 LANE END CURVE (9.04
R-218' TAPER (24.00' RT)
E405 1112+60.00
R=233' END (g) . RT) ----(8 )E,406 1116+79.00
4) - - I
E181-NB406 1,606.05 1 /cb/
R=159.00, BEGIN 4 (47.00' RT) END T(11.12' kT)
E181-NB405 16+40.16 BEGIN (9) (4.�3' RT)
PLASTIC STOP LINE BEGIN ".4,!j LANE I Cj
Z It I END (j)CURVE (10,50' RT) TAPER (2443'11T)t
END W CURVE (5.50' LT} MATCH FEASTING
BEGIN t2)%.umvc t10.50 mij
NB405-SR181 13+31.29 BEGIN CURVE (5.50' LT)
CURVE END 2 (38.27' RT) L
Np E181-NB405 13+94.69
BEGIN 6 CURVE (5.21' LT)
MATCH EXISTING
FILE NAME C:1 WorkIProject%MselBTJV00021dms022731BT
TIME 8:21:53 AM
DATE 812412010
PLOTTED BY dio
DESIGNED BY A. SCHMIDTMAN
11'
ENTERED BY D. FRANKUM
CHECKED BY J. ST. JOHN
wn
w
PROJ. ENGR. L. HODGSON
REGIONAL ADM. D. DYE
w w
z
DEVIATIONS
REDUCED MAINLINE SHOULDER AND LANE
WIDTHS IN THE VICINITY OF GREEN RIVER AND
SR181 BRIDGES -APPROVED 4-20-09
REDUCED MAINLINE LANE AND SHOULDER
OWIDTHS IN THE VICINITY OF THE UNION PACIFC
AND BURLINGTON NORTHERN AND SANTE FE
RAILROAD BRIDGE - APPROVED 1-27-07
NON-STANDARD NORTHBOUND 1-406 ON-
CONNECTION FROM SR181 -APPROVED 4-25-07
12 PS MK 406-CP.dan
NOTES:
1. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA), 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
2. FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M-20.20-01 40 FEET ON CURVES WITH RADII LESS THAN 5000 FEET.
3. SEE PAVEMENT MARKING DETAIL SHEET MKD1 FOR GORE AREA DETAILS. 7. TYPE 2W RPM SHALL BE SPACED 40 FEET.
4. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. 8. FOR HOV LANE SYMBOL, SEE STANDARD PLAN M-7.50-01.
5. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M-20.10-01,
INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M-20.30-01. T=2(;Q_11R7
13ION I STATE FED.AID PROJI.N0. Q� WAS
10 WASH
JOB NUMBER 97
CONTRACT NO. LOCATION NO. ONAI
4
te>
OATE�
REVISION DATE BY P.E. STAMP BOX
E405 1122+80.00
BEGIN 70.01 LANE
AND SHOULDER
SHIFTS (LT & RT)
(3.00° 8,RT)
(14.00° 8 , RT)
1I (25.00', 36.00' LT & RT)
2 (47.00' 8, RT)
BEGIN BARRIER SHIFT
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
O AERIAL SURVEILLANCE FULL MARKER
AERIAL SURVEILLANCE HALF MARKER
WIDE LANE LINE
PROFILED PLASTIC DOUBLE YELLOW CENTERLINE
PROFILED PLASTIC WHITE DOTTED EXTENSION LINE
SHEET
2.9
OF
'36
SHEETS
+
11'
ill
wn
w
2'
w w
z
- - - - -
- - i1,
uj
W
U)
12' /
------ --------
- -- :___
6'
:2)
=1122+95.90
E405
END (I) i4-7.23- RT)
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
O AERIAL SURVEILLANCE FULL MARKER
AERIAL SURVEILLANCE HALF MARKER
WIDE LANE LINE
PROFILED PLASTIC DOUBLE YELLOW CENTERLINE
PROFILED PLASTIC WHITE DOTTED EXTENSION LINE
SHEET
2.9
OF
'36
SHEETS