HomeMy WebLinkAboutCOR_STD_PLAN_H008.1Variable
'50' TWIN' length = TI x taper rate
see Plans
Double yellow -'
PostedT
center line
Stopping point Nide Line
Decal. taper See Table 1
see Note 3 see Detail A
sea Table 2 for Taper rate
back of stop. bar or crosswalk. Second ,
Ni �- Approach
arrow is located 100' back, or at
_ _ - - -__ _ - - -_-Departure --►
Y
Y
"S" - 140' for posted speed.( 50 MPH.,
See Detail D See Table 1
' Type 2L traffic
for taper 'rate
arrows, see Note 1 -
We
stop bar only When mainline movemrent
Taper length = TY x taper rate
Oouble.yellow center
166'
line, see Detail B
See Note 6
;SD.mph_
LEFT TURN LANE
Nide Line
see Detail A
Stopping point
see Note 3
Type 2L
traffic arrows —
see Note I
"S.,
-1 see Plans
Double yellow center J Type 2L
I lne, See Detail B Two-way left turn Iine, See Detail C trafficarrows
see Detail E
x.._ w. , ..... .
TABLE 3
TABLE 1
PostedT
1,
NOTES:
See Tab I 3 1.
First Type 21. arrow is installed 50' 1
Taper
back of stop. bar or crosswalk. Second ,
Rote
arrow is located 100' back, or at
Length
left turn pocket. '
2.
"S" - 140' for posted speed.( 50 MPH.,
60,1
"S:''= 170' for posted speed ) 50 MPH.
3.
Stopping point shall be marked With
We
stop bar only When mainline movemrent
55.1
Is controlled by a stop sign or traffic
166'
signal.
See Note 6
;SD.mph_
4.
Raised pavement markers shall be
..r 150'-.-
Instal led only ween Specified`In-the
Contract Plans.
,.
5.
dee StandardPlan H-3 for marker
'°.135'
designation.
6.
No Pass Line on approach Side With
'
skip center line on departure side
" 120'
unless Double Yellow Center Line Is
360
required In the contract.
MAX
_i
Double yellow center J Type 2L
I lne, See Detail B Two-way left turn Iine, See Detail C trafficarrows
see Detail E
TWO-WAY LEFT TURN LANE
-w 30' +�
Sae Detail F
Two way left turn termination Left urn
at tee Intersection or where
N: Approaching (Hough lane left turns .are not permitted'
WE = Departing lane and two .way left turn Is not
—Ti--`Nldthlof-left-tt0rn-Ione" lcontlnued-beyond-i Mersectlon.
on approach slde'of 5.
.�TY Nldth, of left turn lana r - `END TWO WAY -.LEFT TUR LANE
on departure side of
Y
Ni„= Totcl. Wldtlrotchannellzatlon
TABLE 2
TABLE 3
TABLE 1
PostedT
al.
aper
Posted
No Pass
l engin.
Posted
Taper
Speed
Rote
Speed
Length
SD_cetl.
Minim m
60 mph
60,1
60 mph
150'
60 mph
T90'
55 mph
55.1
55 mph
166'
55 mph
725'
;SD.mph_
.50&1.,
..50.mph_
..r 150'-.-
� Z0.,mph.-....660'.r,
45 mph1
46 mph.
'°.135'
45 mph,-
590
.40 mph
-40:X5:1
l40 mph
" 120'
40 mph.
360
35:mph
35:1 ,..,35
mph
105'
35 mph °
260
30 app
.30:1
30 mph
,90' r
30 mph
200
26 mph
25:t
25 mph
TS'
25 mph
150
TWO-WAY LEFT TURN LANE
-w 30' +�
Sae Detail F
Two way left turn termination Left urn
at tee Intersection or where
N: Approaching (Hough lane left turns .are not permitted'
WE = Departing lane and two .way left turn Is not
—Ti--`Nldthlof-left-tt0rn-Ione" lcontlnued-beyond-i Mersectlon.
on approach slde'of 5.
.�TY Nldth, of left turn lana r - `END TWO WAY -.LEFT TUR LANE
on departure side of
Y
Ni„= Totcl. Wldtlrotchannellzatlon
PAVEMENT MARKING
DETAILS
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PAVEMENT MARKING
DETAILS