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TRAFFIC CONTROL GENERAL NOTES
1 — ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE LATEST NON—METRIC
VERSION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
2 — ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE).
3 — ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE SHEETING,
EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING.
4 — SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303(a) AND 303(b),
5 — ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED
BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING OR AS
DIRECTED BY COUNTY REPRESENTATIVE.
6 — ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR.
RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY
REPRESENTATIVE.
7 — ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED/
OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH THE
CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION.
8 — THE CONTRACTOR SHALL NOTIFY COUNTY AND CITY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION
PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES
PRIOR TO PROJECT ACCEPTANCE.
9 — ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE 111)
REFLECTIVE SHEETING.
10 — ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF
TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF
CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
11 — ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESCENT REFLECTIVE SHEETING YELLOW—GREEN.
12 — ALL STRIPING REMOVED DUE TO PULVERIZATION SHALL BE REPLACED AS SHOWN ON PLANS.
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SIGNING AND STRIPING NOTES -
(D EXISTING STRIPING, LIMIT LINE, PAVEMENT MARKING, AND SIGN(S)
TO BEREMOVED.
EXISTING SIGN(S) TO REMAIN,
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EXISTING SIGN(S) TO BE RELOCATED AS SHOWN ON PLAN.
12" SOLID WHITE LIMIT LINE OR CROSSWALK LINE SHALL BE PER
CALTRANS STANDARD PLAN A24E.
"STOP" AND "SIGNAL AHEAD" AND "SLOW SCHOOL XING" PAVEMENT
MARKINGS SHALL BE PER CALTRANS STANDARD PLAN A24D.
INSTALL NEW SIGN(S) AS SHOWN ON PLAN.
8" SOLID WHITE LINE SHALL BE PER
CALTRANS STANDARD PLAN A20D, DETAIL "38".
DOUBLE—YELLOW STRIPE SHALL BE PER
CALTRANS STANDARD PLAN A20A DETAIL "22".
TWO—WAY YELLOW LEFT TURN LANE STRIPE SHALL BE
PER CALTRANS STANDARD PLAN A20B DETAIL "32",
4!' DASHED WHITE LANE LINE SHALL BE PER
CALTRANS STANDRAD PLAN A20A, DETAIL "12".
4 pp SOLID WHITE LINE SHALL BE AS SHOWN ON PLAN.
@ RAIL ROAD CROSSING PAVEMENT MARKING SYMBOL SHALL BE
PER CALTRANS STANDARD PLAN A24C.
WHITE RIGHT OR LEFT—TURN ARROW(S) SHALL BE PER
CALTRANS STANDARD PLAN A24A, TYPE IV.
04 WHITE LANE DROP ARROW(S) SHALL BE PER
CALTRANS STANDARD PLAN A24A, TYPE VI.
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@ INSTALL PAVEMENT MARKERS TO EXISTING STRIPING.
12" SOLID YELLOW CROSSWALK LINE SHALL BE PER
CALTRANS STANDARD PLAN A24E.
@7 4!' WHITE EDGELINE SHALL BE AS SHOWN ON PLAN.
@ 4!' SOLID YELLOW LINE SHALL BE AS SHOWN ON PLAN,
@ 5' SOLID WHITE LINE SHALL BE AS SHOWN ON PLAN.
@ MEDIAN ISLANDS SHALL BE PER CALTRANS
STANDARD PLAN A2013, DETAIL "29".
@ TYPE Fl MARKERS SHALL BE PER CALTRANS
STANDARD PLAN A73C,
@ EXISTING R26 SIGN(S) TO BE REPLACED WITH R26(S) SIGN(S).
@ 24!' SOLID YELLOW BARS PERPENDICULAR TO CROSSWALK LINE
WITH 24!' CLEAR SPACING BETWEEN BARS OR 4' CENTER TO CENTER
@ LANE DROP STRIPING SHALL BE PER CALTRANS
STANDARD PLAN A20C, DETAIL 37B.
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SIGNING AND STRIPING NOTES -
(D EXISTING STRIPING, LIMIT LINE, PAVEMENT MARKING, AND SIGN(S)
TO BEREMOVED.
EXISTING SIGN(S) TO REMAIN,
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EXISTING SIGN(S) TO BE RELOCATED AS SHOWN ON PLAN.
12" SOLID WHITE LIMIT LINE OR CROSSWALK LINE SHALL BE PER
CALTRANS STANDARD PLAN A24E.
"STOP" AND "SIGNAL AHEAD" AND "SLOW SCHOOL XING" PAVEMENT
MARKINGS SHALL BE PER CALTRANS STANDARD PLAN A24D.
INSTALL NEW SIGN(S) AS SHOWN ON PLAN.
8" SOLID WHITE LINE SHALL BE PER
CALTRANS STANDARD PLAN A20D, DETAIL "38".
DOUBLE—YELLOW STRIPE SHALL BE PER
CALTRANS STANDARD PLAN A20A DETAIL "22".
TWO—WAY YELLOW LEFT TURN LANE STRIPE SHALL BE
PER CALTRANS STANDARD PLAN A20B DETAIL "32",
4!' DASHED WHITE LANE LINE SHALL BE PER
CALTRANS STANDRAD PLAN A20A, DETAIL "12".
4 pp SOLID WHITE LINE SHALL BE AS SHOWN ON PLAN.
@ RAIL ROAD CROSSING PAVEMENT MARKING SYMBOL SHALL BE
PER CALTRANS STANDARD PLAN A24C.
WHITE RIGHT OR LEFT—TURN ARROW(S) SHALL BE PER
CALTRANS STANDARD PLAN A24A, TYPE IV.
04 WHITE LANE DROP ARROW(S) SHALL BE PER
CALTRANS STANDARD PLAN A24A, TYPE VI.
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@ INSTALL PAVEMENT MARKERS TO EXISTING STRIPING.
12" SOLID YELLOW CROSSWALK LINE SHALL BE PER
CALTRANS STANDARD PLAN A24E.
@7 4!' WHITE EDGELINE SHALL BE AS SHOWN ON PLAN.
@ 4!' SOLID YELLOW LINE SHALL BE AS SHOWN ON PLAN,
@ 5' SOLID WHITE LINE SHALL BE AS SHOWN ON PLAN.
@ MEDIAN ISLANDS SHALL BE PER CALTRANS
STANDARD PLAN A2013, DETAIL "29".
@ TYPE Fl MARKERS SHALL BE PER CALTRANS
STANDARD PLAN A73C,
@ EXISTING R26 SIGN(S) TO BE REPLACED WITH R26(S) SIGN(S).
@ 24!' SOLID YELLOW BARS PERPENDICULAR TO CROSSWALK LINE
WITH 24!' CLEAR SPACING BETWEEN BARS OR 4' CENTER TO CENTER
@ LANE DROP STRIPING SHALL BE PER CALTRANS
STANDARD PLAN A20C, DETAIL 37B.
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