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NOTES:
1O 8" WHITE CHANNELIZING LINE SHALL BE AS SHOWN IN CALTRANS STANDARD PLANS A20D DETAIL' 38A
2O 4" WHITE LANE LINE SHALL BE AS SHOWN IN CALTRANS STANDARD PLANS A20A DETAIL'11".
3O DOUBLE YELLOW CENTERLINE SHALL BE AS SHOWN IN CALTRANS STANDARD PLANS A20A
DETAIL "21'.
O4 TWO-WAY LEFT TURN LANE SHALL BE AS SHOWN IN CALTRANS STANDARD PLANS A209
DETAIL'31"AND SHALL BE YELLOW.
O5 12" WHITE CROSSWALK SHALL BE AS SHOWN IN CALTRANS STANDARD PLANS A24E.
O6 EXISTING STRIPING & PAVEMENT MARKINGS TO BE REMOVED.
O WHITE LEFT TURN ARROW SHALL BE AS SHOWN IN CALTRANS STANDARD PLANS A24A
(TYPE IV).
8O 4" SOLID WHITE LANE LINE ( 50' TYPICAL ).
9O EXISTING STRIPINGS TO REMAIN.
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STRIPING PLAN AND LOOP DETECTOR DETAILS
AS BUILT DRAWING
COUNTY OF SAN BERNARDINO
TRANSPORTATION / FLOOD CONTROL DEPARTMENT
NO7
DRAWN BY DESIGNED B PROJ. ENGR.
MS/RS EM GAK SLOVER AVENUE
CORRECTIONS SUBMITTED BY
FROM MULBERRY AVENUE
CHIEF TRAFFIC DIVISION DATE T O CHERRY A V E N U E
RECOMMENDED /APPROVED BY
�/ 12.7 ASST. DIRECTOR OF TRANSPORTATION DATE F 0 N T A N A AREA
RESID E GINEE DATE
F. B. REF. W. 0. NO. SCALE SHT. NO. OT. SH'_
S.
DIRECTOR OF TRANSPORTATION DATE JL 6987
JL 7041 T00034 I"= 40' 9A 9
NO.41ob j. cyf 1 sus
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NOTES:
1O 8" WHITE CHANNELIZING LINE SHALL BE AS SHOWN IN CALTRANS STANDARD PLANS A20D DETAIL' 38A
2O 4" WHITE LANE LINE SHALL BE AS SHOWN IN CALTRANS STANDARD PLANS A20A DETAIL'11".
3O DOUBLE YELLOW CENTERLINE SHALL BE AS SHOWN IN CALTRANS STANDARD PLANS A20A
DETAIL "21'.
O4 TWO-WAY LEFT TURN LANE SHALL BE AS SHOWN IN CALTRANS STANDARD PLANS A209
DETAIL'31"AND SHALL BE YELLOW.
O5 12" WHITE CROSSWALK SHALL BE AS SHOWN IN CALTRANS STANDARD PLANS A24E.
O6 EXISTING STRIPING & PAVEMENT MARKINGS TO BE REMOVED.
O WHITE LEFT TURN ARROW SHALL BE AS SHOWN IN CALTRANS STANDARD PLANS A24A
(TYPE IV).
8O 4" SOLID WHITE LANE LINE ( 50' TYPICAL ).
9O EXISTING STRIPINGS TO REMAIN.
cn
z
0
H
ul
H
W
0_
vi
Lo
Z
J
STRIPING PLAN AND LOOP DETECTOR DETAILS
AS BUILT DRAWING
COUNTY OF SAN BERNARDINO
TRANSPORTATION / FLOOD CONTROL DEPARTMENT
NO7
DRAWN BY DESIGNED B PROJ. ENGR.
MS/RS EM GAK SLOVER AVENUE
CORRECTIONS SUBMITTED BY
FROM MULBERRY AVENUE
CHIEF TRAFFIC DIVISION DATE T O CHERRY A V E N U E
RECOMMENDED /APPROVED BY
�/ 12.7 ASST. DIRECTOR OF TRANSPORTATION DATE F 0 N T A N A AREA
RESID E GINEE DATE
F. B. REF. W. 0. NO. SCALE SHT. NO. OT. SH'_
S.
DIRECTOR OF TRANSPORTATION DATE JL 6987
JL 7041 T00034 I"= 40' 9A 9
NO.41ob j. cyf 1 sus