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DETAIL 38-Extt Ramp Neutral Area (Gore) Treatment
2"
Es a 13
Its �::�8" Whde Line
2-1 ----------
2
2�
Edge Of Traytiod Way IMainim)
See DeLaila 27A.B ".1/
See DoW 25A
Edge Of Traveled Way (Rerrv)
DETAIL 36A -Entrance Ramp Neutral Area (Gore) Treatment
__$ /.,- Edge Of Traveled Way (Mainions)
See Detaiis 27&8
a" Vdft Line
2"
Is 2 -
See Dotal 26A
See Dotal 8
(Type A Markers Optionall
Edge Of Traveled Way lRomp)
Lane drop kno should be conlinued
where available weaving length Is less than
the theoretical weaving length.
DETAIL 37 -Lane Drop at Exit Ramps
go, -300"
RaPoot at 1/2 mile intervals
3Cr 30' _, - 1-30'- - 1 30 O.T. 8- 24.- S" Dotal 36
-t3'TI2'V'-r8'� I To a (oil 3
0 0 a El 0 a C-1 0 a 0 0 1 0 r_1__ -_ ?
IF M T
8" While Line 2 -
DETAIL 37A - - —300,
Reo" ,ais
30'— —30. -30 30'— - 6'r'r'- _24'-1
88 9 88 88 1 88 88 1 88 88 1 88 88 1. 88 38888898�0
DETAIL 38-ChannelIzIng Une
S" While Lino
24- -24'
Through Traft
DETAIL 38A-Channelizing Line
8' White Line
DETAIL 39-131ke Lane Line
6' White Line
DETAIL 39A -Bike Lane
Intersection Line
J-�� 96' i� Intersection
r__1 C= Im
Q,;;�) ��, L1_Q -
CHIEF. OMS*N OF TFIAFFIC ENG"EA04
FLEC45TERED CWL EW,"IR
Jonuory 4. 1968
ftANS APPROVA., OAIE
RECESS DETAIL FOR
REFLECTIVE PAVEMENT MARKER
$I CTION x -x p.EFLjCTM PAVEMENT
MARKER IN RECISS
x x
KAN
ONE-WAY TRAFFIC
""t 0
LEGEND
MARKERS
0 TYPE A Whilto NonieftecM TYPE D Two-way Yellow Reflective
0 TYPE AY Yellow, Norv-fe%c*ft TYPE 0 One-way Clear Benecom
TYPE c Red-ciew Reflective TYPE H One-way Yelow Refiectm
--a- Direction of Travel
LINES No Scale
STATE OF CALIFORNIA
4" Yellow DEPARTMENT OF TRANSPORTATION
PAVEMENT MARKERS AND TRAFFIC LNES
, TYPICAL DETAILS r720 -1C
CENTERLINES
(2 LANE HIGHWAYS)
DETAIL I
CHIEF ONISCH oF TRAFFIC ENG-INEER6163
AEGISTERE0 CrVL ENGINEER
C 0 &.1W
Pt A:!�� PPW1.11 -411
DETAIL 31 TWO-WAY LEFT TURN LANES
------------------
10'- 12*1
DETAIL 32
�=24' 24'- 24' 24'_ -24' 24'
4 -
6' White Line
12' 36' b� 12' 1- 36' -1- 12' ok 18'_1 10'.12-1-
..................... ....
. . . . . . . . . . . . . . . .
LANE LINE EXTENSIONS
PIEFUCTIVE PAVEWNT
THROUGH INTERSECTIONS
0
SECTION x -x MARKER IN MCI"
DETAIL 3
x x
4
DETAIL 40
0 0
- I -
cl0000000000000000000000000000000000061V
3'
0000000000000-T
L'I
DETAIL, 30 2' IT19-wiml-un
*- �_V_
-410.
0 0 [R,- 0 0
00000000000007
f I --
DETAIL 5
KAN
4' White Line
DETAIL 6
TWO-WAY TRAFFIC
ITIP4 a)
DETAIL 40A
L 0
3 _T
0 a
REFLECTNT PAVEMFAT MARKER
T_ 31
-a.. (A Cl 1-- 18'— 12'�- IS'
DETAIL 7
FOA RECESSED INSTALLATION
-14
0 (�_o 0 00
DETAIL 34A
EM &W -L &or I now--"
soo"9WRO." t -L6 -------- j
r
KType A Non -Reflective
o"N":
1 !-
-
LEGEND
MARKERS
0 TYPE A Whilto NonieftecM TYPE D Two-way Yellow Reflective
0 TYPE AY Yellow, Norv-fe%c*ft TYPE 0 One-way Clear Benecom
TYPE c Red-ciew Reflective TYPE H One-way Yelow Refiectm
--a- Direction of Travel
LINES No Scale
STATE OF CALIFORNIA
4" Yellow DEPARTMENT OF TRANSPORTATION
PAVEMENT MARKERS AND TRAFFIC LNES
, TYPICAL DETAILS r720 -1C
CENTERLINES
(2 LANE HIGHWAYS)
DETAIL I
CHIEF ONISCH oF TRAFFIC ENG-INEER6163
AEGISTERE0 CrVL ENGINEER
C 0 &.1W
Pt A:!�� PPW1.11 -411
DETAIL 31 TWO-WAY LEFT TURN LANES
------------------
10'- 12*1
DETAIL 32
�=24' 24'- 24' 24'_ -24' 24'
4 -
3-
12' 36' b� 12' 1- 36' -1- 12' ok 18'_1 10'.12-1-
..................... ....
. . . . . . . . . . . . . . . .
DETAIL 2
r`c!�V"
0
DETAIL 3
DETAIL 33
24' 24'
r!;,_Vi� --r— --I
0 0
0000000000000-1
cl0000000000000000000000000000000000061V
3'
0000000000000-T
DETAIL 4
DETAIL, 30 2' IT19-wiml-un
*- �_V_
0000000000000-A
3
0 0 000 0
00000000000007
f I --
DETAIL 5
r__j
C=
DETAIL 6
- 100' Minimum
100' Minimum 2 4' i 24' i 24'--1 2.
'1 2-A- 18'-1- 18' 1, - 112'�- 18-J to X) in U �_F
F�C=_
0
L 0
3 _T
0 a
T_ 31
-a.. (A Cl 1-- 18'— 12'�- IS'
DETAIL 7
24' - 24*
7.
DETAIL 34A
0 0000 0
100' Minimuri---- 100' Minimum
I 2'-j— 3 V_ url i r__
r
3-
I t I
0.63' 0.60*
MARKER
Aj��
LEGEND DETAILS
K1
MARKERS
gt.
0 TYPE A WM* Non-rofteUve
? -, S .48
24'ot::��
0 TYPE AY Yellow No"stloctive Ralleam Face
V
100' Minimt i
1
TYPE C Rod-cl*ar Relfloctivo
TYPE A A TYPE AY
Ej TYPE 0 Two-way Yellow ReItlectivo 4or
400"
10125
TYPE 0 One-way CA*ar A*fJ*ctiv*
to 1?51
z==a-4111
TYPE H One-way Yellow Reflective
T
LINES
4" White
4" Yellow TYPE C & TYPE D
TYPE 0 A TYPE H
40 ok*cU*n of Travel NOTES: 1. Mi*nLxn Projected Area of
Reflective Face -1.00
Sq"o
No scale 2. Marker Need Not Be PActangular
LEFT EDGELINES
(Divided Highways)
DETAIL 24
I"Edge of traveled way
DETAIL 25 ",Edge of traveled way 2-1
Ell
DETAIL 25A
Ell 11
�--24- L 24'--.1 Edge of V,,,W way
DETAIL 26 Edge of traveled way A
Ell [z
--a- 48'
3"
DETAIL 27
Edge of traveled way [I
-41- 48'----"
RIGHT EDGELINES
of traveled way (AC)
DETAIL 27A +
r
DETAIL 27B
""Edge of traveled way (PC C)
LEGEND
MARKERS
0 TYPE A Vfte Non-renectiye TYPE D Two-way Yellow ReflecWe
10 TYPE AY Yellow Non -reflective TYPE G One-way Clear Plefliective
CB TYPE C Red -dew Reflective TYPE H One-way Yellow Retteeb"
LINES
4' White 14 Drection of Travel
9,77 -MI 4- Yebow No Scale
LANELINES
(MULTILANE HIGHWAYS)
DETAIL 8
DETAIL 9
C, C:�j
DETAIL 10
C1 0 0 0 0 0 0 [1
-4 f I—
DETAIL I I
C==
DETAIL 12
DETAIL 13
_-Ioiq .;. — .4.
(1 0000 C1
-0 -.,-1 f L
DETAIL 14
al 0000 a 0000 a 0000 a
DETAIL 14
ow
1 144' /1 _ML_ 44'�—
.7.- �. F;ETAIL Is DIET IL 13
NO PASSING ZONES -ONE DIRECTION
DETAIL 15
ow
0 `01 0
DETAIL 16
DETAIL 17 0 0 0 0 [1 000 0�
U000009000003
*-L—I? -4--36-
DETAIL 18
.4
DETAIL 19
DETAIL 20 0 0 000
11000001[111000.00111
NO PASSING ZONES -TWO DIRECTION
DETAIL 21
W-24
0 0 0
DETAIL 22 -
_-*0 0 ot
24, i� 24. ft
DETAIL 23 00000011000000f
0000000000000
STATE OF CALIFORNIA
DEPARTMENT Of TRANSPORTATION
PAVEMENT MARKERS AND TRAFFIC LINES
TYPICAL DETAILS A2(
MEDIAN ISLANDS
4
DETAIL 28 2' miruix"
X.:
-A
3
DETAIL N 2' mininum
CHIEF ONISCH oF TRAFFIC ENG-INEER6163
AEGISTERE0 CrVL ENGINEER
C 0 &.1W
Pt A:!�� PPW1.11 -411
DETAIL 31 TWO-WAY LEFT TURN LANES
------------------
10'- 12*1
DETAIL 32
�=24' 24'- 24' 24'_ -24' 24'
E I .....
3-
12' 36' b� 12' 1- 36' -1- 12' ok 18'_1 10'.12-1-
..................... ....
. . . . . . . . . . . . . . . .
El ___z_ _T
96,
DETAIL 33
24' 24'
r!;,_Vi� --r— --I
, P-24'�24' 24' 1- 24=:n 24' 24'-
0000000000000-1
cl0000000000000000000000000000000000061V
3'
0000000000000-T
El 0000 0000 0 0000
DETAIL, 30 2' IT19-wiml-un
-4 4*�--
�-- 18' 1 12' IIt- 18' J- 18' -1 12' to 18'-----1 10% 1 2't
0000000000000-A
3
0000 0 0000 0000 0 J-�7
0000000000000000000000000000000000000 r 3-
00000000000007
1 . 96, j
INTERSECT ION TREATMENTS
DETAIL 34
- 100' Minimum
100' Minimum 2 4' i 24' i 24'--1 2.
'1 2-A- 18'-1- 18' 1, - 112'�- 18-J to X) in U �_F
F�C=_
L 0
3 _T
0 a
T_ 31
-a.. (A Cl 1-- 18'— 12'�- IS'
24' - 24*
DETAIL 34A
100' Minimuri---- 100' Minimum
I 2'-j— 3 V_ url i r__
r
3-
I t I
12' , 12'-1
DETAIL 35 1 100' Minimum
�_24' 24'
K1
El i
---------------------
Al 0
? -, S .48
24'ot::��
V
100' Minimt i
1
DETAIL 35A 100' Minimum
J� 7-1 7' 1, . f_1
-7-77=71
=1
Minim,im ------------ 7' L�-17*
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PAVEMENT MARKERS AND TRAFFIC LINES
TYPICAL DETAILS
I A20 -B-1
liam -
40
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7 rl�:_7 j&,S ,Q
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E= a-1 C. Ev. iii
L
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