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Q
48'
18 12'
DET . AIL I CENTERLINE ON. TWO LANE CONVENTIONAL HIGHWAYS
48'
8 i/2 i 7 17
7
CENTERLINES AND LANELINES
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48'
18 12'
1 1
See Note I
DETAIL 2 CENTERLINE ON TWO LANE CONVENTIONAL HIGHWAYS
TOTAL LENGTH = 144
18'
18, 12'
DETAIL 3 LANE LINE ON FREEWAYS AND DIVIDED HIGHWAYS - SEE DETAILS A AND 6
TOTAL LENGTH = 144
4 8'
8 '/2' 7 17' NMI 7'
p1lSee Note .1
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DETAIL 4. :LANE LINE ON FREEWAYS AND DIVIDED HIGHWAYS SEE DETAILS A AND B
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2
—48'
12' 6
6
3
tam
2
11
LA
DETAIL 7 ONE -WAY NO PASSING ZONE WITH PAINTED STRIPE
24
3 -sow-
8-
11
FM
LE
® -__ 2
11
DETAIL 7A ONE WAY NO PASSING ZONE WITH PAINTED STRIPE
E P 2
11
1
24
24'
8 V21
1/2
DETAIL 5 LANE LINE ON FREEWAYS AND MULTILANE HIGHWAYS
4 8'
2'
17'
7'
See Note I
DETAIL 6 LANE LINE ON FREEWAYS AND MULTILANE HIGHWAYS
1/2 Mile
14 4' 1/2 Mile 144'
144 100, j1w,
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oc
DET. DET. I jD2E TT DET DET.
1/2 Mile 144' 100, (Inn 144' 1/2 Mile
DET DET DET 1/2 Mile DET. DET
DETAIL A
NO PASSING ZONES
6 12'
7 8 V2
6
M
8 1/2'
C�
Post Miles Sheet Total
Dist. County Route Total Project No. Sheets
ob RSV. C R
Pno, 3 5'39
1
'I'RAFFIC DESIGN ENGINEER
Rogist-e.red Civil Engineer No. 20975
/1X977
Dnt Approved
GORE STRIPE 200' 144 1/2 Mile 144'
DET 37 DE T. 5 DET 3
OFF R 4 M
1/2 Mile
DET. 3 DET. 5
DETAIL
4 24
-2
MEDIAN EDGELINES
24'
DETAIL 9 MEDIAN EDGE LINE WITH YELLOW STRIPE
24 24
X
EP
DETAIL 11 MEDIAN EDGE LINE WITHOUT PAINTED STRIPE
FORM HD 92 PF
AlW;', lk 'fail
24 1
Desirable 2' Minimum
iii
24 1
OP-
99
rommil
xx mergurar, arf4mg q rzw,;
PAV EM ENT MARKERS
TYPICAL DETA I LS
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