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EXISTING STRIPING, LIMIT LINE, EDGELINE, PAVEMENT MARKINGS, cI
51 AND SIGN(S) TO BE REMOVED.
52 12" SOLID WHITE CROSSWALK LINE OR LIMIT LINE SHALL
BE PER CALTRANS STANDARD PLAN A24E.
53 12" SOLID YELLOW CROSSWALK LINE SHALL BE PER CALTRANS STANDARD PLAN A24E.
54 PAVEMENT MARKINGS SHALL BE PER CALTRANS STANDARD PLANS A24C AND A24D.
55 INSTALL NEW SIGN(S) AS SHOWN ON PLAN.
56 8" SOLID WHITE LINE SHALL BE PER CALTRANS STANDARD PLAN A20D, DETAIL ."36".
57 DOUBLE -YELLOW STRIPE SHALL BE PER CALTRANS STANDARD PLAN A20A, DETAIL "227.
O58 WHITE RIGHT OR LEFT -TURN ARROW(S) SHALL BE PER
CALTRANS STANDARD PLAN A24A, TYPES IV AND IV (MODIFIED).
O59 TWO-WAY YELLOW LEFT TURN LANE STRIPE SHALL BE
PER CALTRANS STANDARD PLAN A20B, DETAIL "327.
60 4' WHITE EDGELINE SHALL BE AS SHOWN ON. PLAN.
61 EXISTING W3-1 SIGN(S) TO BE REPLACED WITH W3-3 SIGN(S).
62 EXISTING 'STOP" PAVEMENT MARKING TO BE REPLACED
® WITH "SIGNAL" PAVEMENT MARKING.
63 DELINEATORS (TYPE F) SHALL BE PER CALTRANS STANDARD PLAN A73C.
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64 REPAINT EXISTING PAVEMENT MARKINGS OR EDGELINE AS SHOWN ON PLAN.
-� 65 EXISTING SIGN(S) TO BE RESET AS SHOWN ON PLAN.
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0 66 8" WHITE CHEVRON MARKINGS AND 8" SOLID WHITE LINE SHALL BE AS SHOWN ON PLAN.
a 67 LANE DROP STRIPING SHALL BE PER CALTRANS STANDARD PLAN A20C, DETAIL ".378".
4
.*.-4 NOTE:
SEE TRAFFIC SIGNAL PLAN FOR ADDITIONAL SIGNS.
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JOIN EXISTING
EDGELINE
GRAPHIC SCALE 1"=40'
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CHANGES
NO CHANGES RESIDENT ENGINEER
FIELD. CHANGES
. . • . .
1— ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE MUTCD 20031
MUTCD 2003 CALIFORNIA SUPPLEMENT AND CALTRANS STANDARD PLANS DATED JULY 2002.
2— ALL STRIPING (LONG LINE) AND PAVEMENT MARKINGS SHALL BE RETRO—REFLECTIVE PAINT.
3— ALL SIGNS SHALL BE OF HIGH INTENSITY (FHWA TYPE III/IV) RETRO—REFLECTIVE SHEETING EXCEPT
STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTINGS)
RETRO—REFLECTIVE SHEETING.
"NO PARKING " SIGNS SHALL BE OF SUPER ENGINEERING GRADE (FHWA TYPE II) RETRO—REFLECTIVE SHEETING.
SCHOOL SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW—GREEN (FYG)
RETRO—REFLECTIVE SHEETING,
STREET NAME MARKERS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) RETRO—REFLECTIVE SHEETING
AND CONFORM. TO COUNTY STANDARD 303.
CONSTRUCTION SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE
RETRO—REFLECTIVE SHEETING.
4— ALL DELINEATORS, CHANNELIZERS, AND OBJECT MARKERS SHALL BE OF (FHWA TYPE VII)
RETRO—REFLECTIVE SHEETING.
5— SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARDS 303(a) AND 303(b).
6— ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS SHALL BE REMOVED
BY
THE CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED
BY COUNTY REPRESENTATIVE. .
7— ALL CONFLICTING SIGNS SHALL BE REMOVED, RELOCATED, OR COVERED BY THE CONTRACTOR.
RELOCATABLE SIGNS SHALL BE 'INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY
COUNTY REPRESENTATIVE.
8-- ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT LINE
AND CROSSWALK 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
MUTCD 2003 AND MUTCD 2003 CALIFORNIA SUPPLEMENT.
9— THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK
THROUGH) WITH TRAFFIC DIVISION PERSONNEL FOR APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR
TO PROJECT ACCEPTANCE.
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COUNTY OF SAN BERNARDINO SAN BERNARDINO AVENUE
SU.
OF PUBLTC WORKAT HEMLOCK AVENUE
DEPARTMENT
DRAWN BY DESIGNED BY PROD. ENGR. RECOMMENDED /APPROVED BYLL
TRAFFIC. SIGNING AND STRIPING PLAN
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• r-/s=as FONTANA AREA
SUBMITTED BY y ASSISTANT DIRECTOR
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DATE •DIRECTOR `OF R. UBUGw WORKS
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J.L REF. W.O. NO. SCALE SHL NO. TOT. SS.
SATE JL 8227 HF0013 1" = 40' 16 23