HomeMy WebLinkAboutT-269005r
PAVEMENT
MARKING LEGEND
r
PLASTIC PROFILED
LANE LINE
O2
PLASTIC PROFILED
WHITE EDGE LINE
O3
PLASTIC HOV LANE SYMBOL (1000' SPACING)
O4
PROFILED PLASTIC
WIDE LINE
OS
PROFILED PLASTIC
DROP LANE LINE
r
PROFILED PLASTIC
YELLOW EDGE LINE
O7
PROFILED PLASTIC
DOTTED EDGE LINE
O8
AERIAL SURVEILLANCE FULL MARKER
O9
AERIAL SURVEILLANCE HALF MARKER
10
WIDE LANE LINE
m
11
PROFILED PLASTIC
DOUBLE YELLOW CENTERLINE
C n
PROFILED PLASTIC
WHITE DOTTED EXTENSION LINE
11
E405 1123 +50.00
END 70.0:1 LANE AND
SHOULDER SHIFTS
Q (2.00' LT, 4.00' RT)
(13.00' LT, 15.00' RT)
1 (24.00' LT, 35.00' LT,
26.00' RT, 37.00' RT)
Q (46.00' LT)
END BARRIER SHIFT
4.4'
T. 23 N., R. 4 E., W.M.
45 1130 +56.00
(7.50' LT & 9.50' RT)
pq
1
D 153.61 SHOULDER TAPER
,,4 ! !
1 / RETAINING WALL 4111
1 100
SCALE IV FEET
E405 1124 +00.00
END T-(37.001 RT)
BEGIN 5 (37.00' RT)
DEVIATIONS
REDUCED MAINLINE LANE AND SHOULDER
O2 WIDTHS IN THE VICINITY OF THE UNION PACIFC
AND BURLINGTON NORTHERN AND SANTE FE
RAILROAD BRIDGE - APPROVED 1 -27 -07
REDUCED MAINLINE SHOULDER AND LANE
O3WIDTHS ON NEW BRIDGE OVER SPRINGBROOK
CREEK AND OAKESDALE AVE - APPROVED 4-6-07
2) x410) 1-41) L-46) \-{5
Pi
E406 1128 +95.85 1
END 49.6:1 RAMP TAPER
(48.00' RT)
NOTES:
1. 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.
On
K
BEGIN
PAVEMENT
MARKING LEGEND
O
PLASTIC PROFILED
LANE LINE
O2
PLASTIC PROFILED
WHITE EDGE LINE
O3
PLASTIC HOV LANE SYMBOL (1000' SPACING)
O4
PROFILED PLASTIC
WIDE LINE
OS
PROFILED PLASTIC
DROP LANE LINE
O6
PROFILED PLASTIC
YELLOW EDGE LINE
O7
PROFILED PLASTIC
DOTTED EDGE LINE
O8
AERIAL SURVEILLANCE FULL MARKER
O9
AERIAL SURVEILLANCE HALF MARKER
10
WIDE LANE LINE
m
11
PROFILED PLASTIC
DOUBLE YELLOW CENTERLINE
C n
PROFILED PLASTIC
WHITE DOTTED EXTENSION LINE
DEVIATIONS
REDUCED MAINLINE LANE AND SHOULDER
O2 WIDTHS IN THE VICINITY OF THE UNION PACIFC
AND BURLINGTON NORTHERN AND SANTE FE
RAILROAD BRIDGE - APPROVED 1 -27 -07
REDUCED MAINLINE SHOULDER AND LANE
O3WIDTHS ON NEW BRIDGE OVER SPRINGBROOK
CREEK AND OAKESDALE AVE - APPROVED 4-6-07
2) x410) 1-41) L-46) \-{5
Pi
E406 1128 +95.85 1
END 49.6:1 RAMP TAPER
(48.00' RT)
NOTES:
1. 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.
On
K
BEGIN
239.3:1
LANE
TAPE (10.00' LT)
BEGIN
159.5:1
LANE
TAPER (21.00' LT)
BEGIN
119.7:1
LANE
TAPER 1 (32.00' LT)
BEGIN
95.7:1
LANE
TAPER (43.00' LT)
BEGIN
153.6:1
SHOULDER TAPE
(j)(43.00'
LT)
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.
9. FOR TEMPORARY CONFIGURATIONS LASTING MORE THAN 30 DAYS, SEE STANDARD
PLAN M- 20.50.00 FOR RPM PLACEMENTS.