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THE STATE OF CALIFORNIA DATED JULY 2002.
3
— MARKERS_
74
TYPE F-1
2.
SIERRA
872 L.F. 60:1 TAPER
AVENUE
LI
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN IN
PARI', ON THE BASIS OF INFOR-MA FMI C^�."IPILED AND
FURNISHED BY OTHERS. THE ENGINEE 1R/ILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMIcOONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
SCALE IN FEET
40 80 120 160
Mn
J:1661-14041streetsltraf3.dwa. Plot. p8/23/2003 08:20:26 AM. fs
SIGNING AND STRIPING NOTES:
40
REMOVE EXISTING STRIPING BY WET SANDBLASTING WITHIN LIMITS SHOWN
12,020
LF
SIGNING AND STRIPING GENERAL NOTES
1.
ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE
41
APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL 29
1,450
LF
PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF
THE STATE OF CALIFORNIA DATED JULY 2002.
42
APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL 22
74
LF
2.
PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS.
43
APPLY 8" SOLID WHITE STRIPE PER DETAIL 38, MODIFIED TO REPLACE TYPE G
39162
LF
MARKERS WITH TYPE C MARKERS.
3.
PAVEMENT MARKING SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS.
�4
APPLY 4" SOLID WHITE STRIPE, MODIFIED TO REPLACE TYPE G MARKERS WITH
1,050
LF
4.
TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE
WITH TYPE C MARKERS.
APPLIED PER SECTION 84 OF CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS
PER SECTION 85.
45
APPLY 12" WHITE STOP BAR OR CROSSWALK
3,060
LF
5.
TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS
46
APPLY 4" WHITE SKIP LANE LINE PER DETAIL 12, MODIFIED TO REPLACE TYPE
149210
LF
SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. TRAFFIC SIGN
G MARKERS WITH TYPE C MARKERS.
SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PALNS.
47
APPLY 8" LANE DROP MARKINGS PER DETAIL 378
680
LF
6.
ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STD. DETAIL 139.
49
APPLY 4" DOUBLE YELLOW STRIPE PER DETAIL 28
280
LF
7.
IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO MAINTAIN BARRICADES. TRAFFIC SIGNS OR OTHER TRAFFIC
CONTROL AT ALL TIMES.
50
INSTALL STREET SIGN ON POST AS NOTED ON PLAN
26
EA.
8.
CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPNG
51
INSTALL STREET SIGN ON STREET LIGHT AS NOTED ON PLAN
10
EA.
APPLICATION.
52
APPLY DIRECTION ARROWS & PAVEMENT MARKINGS AS SHOWN
25
EA.
9.
CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF 12" STRIPES PER CITY STANDARD DRAWING NO. 1006.
53
APPLY 4" DASHED WHITE LANE LINE EXTENSION PER DETAIL 40A
10.
ALL TEMPORARY STRIPING AND PAVEMENT MARKINGS SHALL BE PAINTED IN TWO SEPARATE COATS. A FINAL COAT IS
TO BE APPLIED BETWEEN SEVEN (7) AND FOURTEEN (14) DAYS AFTER THE FIRST COAT
OP
PROTECT IN PLACE
LI
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN IN
PARI', ON THE BASIS OF INFOR-MA FMI C^�."IPILED AND
FURNISHED BY OTHERS. THE ENGINEE 1R/ILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMIcOONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
SCALE IN FEET
40 80 120 160
Mn
J:1661-14041streetsltraf3.dwa. Plot. p8/23/2003 08:20:26 AM. fs