HomeMy WebLinkAboutT-26915ENOTES:
1. SEE SHEET MKD1 FOR TYPE 2 RPM PLACEMENT.
2. PLASTIC FOR PAVEMENT MARKINGS SHALL BE
METHYL METHACRYLATE (MMA).
3. SEE STANDARD PLANS M- 20.20 -01 FOR PROFILED LINE DETAIL.
4. SEE SHEET MKD2 FOR GORE AREA DETAILS.
5. SEE DRAINAGE DETAILS FOR DRAINAGE MARKING SCHEDULE.
6. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M- 24.60 -02.
7. SEE SHEET MKD1 FOR HOT LANE PAVEMENT MARKING DETAIL.
8. SHOULDER WIDTHS ARE FROM FACE OF BARRIER.
LEGEND:
1222� RETAINING WALL
—I - GUARDRAIL
BARRIER
0
0
00
0
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WW
W=
2�
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1-
FA
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12'
DEVIATIONS
12 NON STANDARD INSIDE SHOULDER WIDTH
APPROVED 10 -25 -07
I PAVEMENT MARKING LEGEND
1) PROFILED PLASTIC LANE LINE
PROFILED PLASTIC WHITE EDGE LINE
PLASTIC HOV LANE SYMBOL (1000' SPACING)
PROFILED PLASTIC WIDE LINE
{5 PROFILED PLASTIC DROP LANE LINE
L�l PROFILED PLASTIC DOTTED WIDE LINE
\r J PROFILED PLASTIC YELLOW EDGE LINE
SEC. 19, T. 23 N., R. 5 E., W.M.
WSDO T NOR THWES T REGION
CHANNEL IZA TION PLAN
TRAFFIC ENGINEER - AREA OPERATIONS
Signed �AAA^_G� E ^� Date 9/14-ho
Print MARK BANDY
ENGINEERING MANAGER
Signed J. a_ L Date 9-10-10
Print DENISE CIERI
E167 11095 +00.00
END 5 (49.00' LT)
BEGIN (1(49.00' LT)
EDGE OF z//7777-l' zllfo
PAVEMENT /—SEE DETAIL ON SHEET RW
0 50 100
SCALE IN FEET
FILE NAME C:i WorklProjeetWisetBTJV0002\
dms02275 \BTJV0002_PS_MK_167- CP.dgn
TIME 9:33:27 AM
_
R NIKON
' o
1-
FED.AID PROJ.N ®.
1.33'
'.32'
12.33'
10
- - - - -
- - o
10'
- - -------------------
_ ` Y
12_ 3
- ---------
- - - - -- - - - - - - -
33'
ENTERED BY S. WHITE
- - - - -
12.
30'
CHECKED BY P. CRIDDLE
- - - - - - - - - - - - - - - - - -
1 co
CONTRACT NO.
LOCATION NO.
WLu
Lu Z
REVISION
DATE
BY
to
- ;-E16 11096 +35
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_
3 {17.00' LT}
FILE NAME C:i WorklProjeetWisetBTJV0002\
dms02275 \BTJV0002_PS_MK_167- CP.dgn
TIME 9:33:27 AM
_
R NIKON
STATE
FED.AID PROJ.N ®.
DATE 8/2312010
10
WAS
PLOTTED BY dIo
_
DESIGNED BY M. WALT_ON
JOB NUMBER
ENTERED BY S. WHITE
CHECKED BY P. CRIDDLE
CONTRACT NO.
LOCATION NO.
PROJ. ENGR. L. HODGSON
REGIONAL ADM. D. DYE
REVISION
DATE
BY