HomeMy WebLinkAboutT-2690B8SEC. 24, T. 23 N., R. 4 E., W.M.
0 50 100
SCALE IN FEET
END 153.6:1 SHOULDER TAPER
(44.00' LT)
RETAINING WALL 4111
O
BEGIN 70 1 LANE AND
0
_
10, 10'
SHOULDER SHIFTS
_DATE 8/24/2010
6) (1-00' RT, 7.00' RT)
PLOTTED BY dio _
LT, 18.00' RT)
12'
I (2(10.00°
1.00' LT, 32.00' LT, 29.00' RT, 40.00' RT)
2
(43.00' LT, 51-00' RT)
E405 1123 +50.00
END 70.0:1 LANE AND
14 2 +47 49
SHOULDER SHIFTS
END 70.0:1 LANE AND
Q (2.00' LT, 4.00' RT)
SHOULDER SHIFTS
A(13.00' LT, 15.00' RT)
Q(0.00', 6.00' RT)
24-00' LT, 35.00' LT,
26.00' T, 37.00° RT)
LT, 17.00' RT)
E406 1130 +56.00 22,00' LT, 33.00' LT, 28.00' RT, 39.00' RT)
L
® (46.00' LT}
�(11.00'
3 (7.50' LT & 9.50' RT) LT, 50-00' RT)
END BARRIER SHIFT C2
=r
uj
0 50 100
SCALE IN FEET
END 153.6:1 SHOULDER TAPER
(44.00' LT)
RETAINING WALL 4111
O
_
10, 10'
o
o
_DATE 8/24/2010
PLOTTED BY dio _
12'
pct,
2
CHECKED BY J. ST. JOHN
12'
r Y
Lo
W W
11 ° 2'
i 130
11' 2' 3.4° 12°
=r
uj
11° 2.
-
- °- �405Z711�E
2• 11•
Z N
Z_ UJI
y
-1 w
11 °- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - 11°
--
-i uj
- - ----------------------------------------- ---- --- --- --------
- - - - m - - - - - - - - - - - - - - - - - - 11'
---- -- -- -11• -- --- - - - - - --
- -
3: u
23`
11'
_
F
4.5
2 10 1 6 5 3
END 1 (37.00' RT;
BEGIN 5 (37.00' RT)
PAVEMENT MARKING LEGEND
PLASTIC PROFILED LANE LINE
�2 PLASTIC PROFILED WHITE EDGE LINE
O PLASTIC HOV LANE SYMBOL (10W SPACING)
PROFILED PLASTIC WIDE LINE
\J PROFILED PLASTIC DROP LANE LINE
PROFILED PLASTIC YELLOW EDGE LINE
�7 PROFILED PLASTIC DOTTED EDGE LINE
8 AERIAL SURVEILLANCE FULL MARKER
�9 AERIAL SURVEILLANCE HALF MARKER
10 WIDE LANE LINE
11 PROFILED PLASTIC DOUBLE YELLOW CENTERLINE
17 PROFILED PLASTIC WHITE DOTTED EXTENSION LINE
DEVIATIONS
REDUCED MAINLINE LANE AND SHOULDER
2 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
WIDTHS ON NEW BRIDGE OVER SPRINGBROOK
CREEK AND OAKESDALE AVE - APPROVED 4 -6 -07
FILE NAME C: 1WorkiProjectWise \BTJV00021dms022731BT,
TIME 8:21:57 AM
_DATE 8/24/2010
PLOTTED BY dio _
DESIGNED BY A. SCHMIDTMAN
ENTERED BY D. FRANKUM
CHECKED BY J. ST. JOHN
PROJ. ENGR. L. HODGSON
REGIONAL ADM. D. DYE
E405 1128 +95.85 1 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.
BEGIN 60.0:1 SHOULDER TAPER (2.00' RT)
1
1405 1731 +77 d1 AHD � 1136 + DBMS
BEGIN 239.3 :1 LANE TAPER {10.00° LT} END 239.3 :1 LANE TAPER (12.00' LT)
BEGIN 159.5:1 LANE TAPER (21.00' LT) END 159.5:1 LANE TAPER (24.00' LT)
BEGIN 119.7:1 LANE TAPER (32.00° LT) END 119.7:1 LANE TAPER (36.00'
BEGIN 95.7:1 LANE TAPER (43.00' LT) END 95.7:1 LANE TAPER I,2)(48.00' LT)
BEGIN 153.6.1 SHOULDER TAPER
(ji(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
WSDO T NOR THWES T REGION
CHANNEL IZA TION PLAN