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SPECIAL 8" STRIPE
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� DETAIL 13 EXIT ONLY LANE STRIPE
DETAIL 12 8" WHITE CHANNELIZATION STRIPE
2'� 24
N
E. P 24
2' � 24" F]
DETAIL 14 8" WHITE EXIT RAMP GORE STRIPE
TWO-WAY LEFT TURN LANES
48'
muramm
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TWO-WAYDETAIL 15 - • .
INTED STRIPE
3 -1- 3 �-�-F 3
N �
♦� cn
3"
C:
U
�I
DETAIL 17 INTERSECTION TREATMENT ON TWO LANE ROADS
24It
f
ED (D G (311 Q
1B (D 0 (D (D
DETAIL 16 TWO -WAY LEFT TURN LANE
INTERSECTION TREATMENT
See Note
24' At 24' Centers on _I
Solid Stripe 1�
NOTE.' Maximum 300' of solid stripe.
INSTALLATION AND QUANTITY SUMMARY
STATIONS OR POST MILES � PAVEMENT MARKER QUANTITIES
CO DETAIL � .
RTE NON- REFLECTIVE REFLECTIVE
From T NO. TYPE A TYPE AY CLASS TYPE B TYPE C TYPE CC TYPE D TYPE DC TYPE G TYPE GC TYPE H TYPE HC
0
White Yellow Clear Red &Clear Red &Clear Yellow Yellow Clear Clear Yellow Yellow
AAS 1?052
) A8R052
ARMSTRONG ROAD
eta. 31,90.00
aIERRA A VENUE
5t0. 13188
6 8
70
3
5fa. /0t50.20
Sta. 131,29.44
8
24
6to. /3 t 29.44
15fo. 3511/9.27
Sta. 351, l9.27
5to. 401,90.88
2
70417
'
4
46
12
36
Sta. 40 f 90.65
Eta. 49 t 70. 88
70, 6 l7
4
19
/6
57
510. 49 1, 70.88
5ta. 541,26. /6
7o4 6
/6
lb
54
Eta. 54 t 28.16
5f0. 621, 73.16
Sta. 62 t 73-16
Std. 651,58.57
7o O 6
7o 4 6
16
6
16
6
54
18
FAUROb2
SIERRA AVENUE
5fa. 65158.57
5fa. 7/1, /7.03
5fa. 7/1/7.03
5to. 82 t 12.03
1006
1006
46
92
12
46
51a. 82 t /2.03
Sfa. 88 t 95.69
C.7 to. 00 f 95.69
Sta. 93178.46
10, 70 0 6
7o 0 6
36
10
14
10
18
30
5ta: 931,78.46
SM. /00)1. 89.31
7o
15
45
5t0. /00 f 89.31 I
Sta. /66 iF /0. /4
2 � 17
16
_
136
Coto. 166 t /0.14
rota. /73 t/0 76
6 06
50
12
FAURob 2
5L OVER AVENUE
51a. 71,35.00
6 . 12,'t 45. DO
70
21
63
t
TOTALS
24
629
157
375
sm
See Deto/I I
30'
Dist. County Rout* Post Miles Sh..t Total
No. Shoes
R�� O CR Fnq 34 3 9
o S s. &D.
DISTRICT DIRECTOR OF TRANSPORTATION
REGISTERED CIVIL ENGINEER NO.
/ REGISTERED CIVIL ENGINEER NO.
DATE APPROVED 48/977
Type Cor Type G
Morkers moy be used
MARKER DETAILS
1-0-63"-0.75"
0.12"t 0.5"
ED
IE
Repent Pottern
TYPE A & TYPE AY
3.25"t 0.73" max
i
0.12"max.
+1 =
_LC) o
CVE77T-
d
TYPE B, TYPE C & TYPE D
x- 0.2511 f-0-6811
q " 0.0 6"
- ____1 0.38" 0.38"
/ - + -
/ 0.02 min.\ r` 0.50
-0.75
A5 BUI
TYPE CC & TYPE DC
CORRECTIONS BY �*-�- / CERAMIC MARKER
DATE__ g-ZL-?-$ - \ _ 3.25 ±
0.73 m
LEGEND: ax.
Type A 0 Non -Reflective White Marker 0.12max.
Type AY' ® Non -Reflective Yellow Marker
Type B 2 -Way Clear Reflective Marker -=N
Type C ® Red -Clear Reflective Marker
Type CC ® Red -Clear Reflective Marker
TYPE G & TYPE H
Type D ® 2 -Way Yellow Reflective Marker 1.75"
-0�� r- 0.68
.25
Type DC ® 2 -Way Yellow Reflective Marker i
�
Type G U One -Way Clear Reflective Marker 0.06
�t
Type GC C One -Way Clear Reflective Marker ,--0.87 R
0
0.12�� o
Type H ® One -Way Yellow Reflective Marker - -
Type HC ® One -Way Yellow Reflective Marker 0.38
1
White Stripe Yellow Stripe
TYPE GC 81 TYPE HC
CERAMIC MARKER
♦- Direction of Travel
NOTES.' REFLECTIVE SURF.4C'=
Place ref lett Ive markers at 48Intervals on tangents and
on curves of 10001 radius or greater, and at 241 Intervals PAVEME114T
MARKERS
on.curves with less than 1000'rodius, unless otherwise shown
3YPICAL DETAILS
2 When Type A markers are placed on highways with existing
traffic stripe longitudinal spacings shall be adjusted Details
p g Approved : Chief,Office of T affIC
so that non - ref lective markers fall on the stripeDote 7-21- 7-5 Sheet 2 of 2
1,-EY/SED 217,,-o
FORM NO 1-1.0. 180 2� 7t
I
33 �
64
•.s"
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