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GENERAL NOTES {
1.
ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND
STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS
AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS
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AND SPECIFICATIONS FOR THE STATE OF CALIFORNIA.
2.
PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM
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TO CALTRANS STANDARD PLANS DATED JULY 1992.
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3.
TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL
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BE IN TWO SEPARATE COATS. A FINAL COAT IS TO BE APPLIED
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BETWEEN 14 AND 30 DAYS AFTER THE FIRST COAT. IT IS THE
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RESPONSIBILITY OF THE CONTRACTOR TO APPLY ADDITIONAL COATS
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OF PAINT TO TRAFFIC STRIPES AND PAVEMENT MARKINGS IF
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REQUIRED.
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4.
PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS.
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5.
TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO
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THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES
SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET
CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE
INDICATED ON PLANS.
6.
SIGNS SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X 2" (12 GA.)
JUNIPER AVENUE
WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE
PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALLATION TO
MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY
ONE PEICE ANCHOR, 2 1/27 X 30" X 6 GAUGE (NON—PERFORATED), TO
FIT A 2" SQUARE STEEL POST, PRE—PUNCHED AT MID—POINT OF ANCHOR
WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP.
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7.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
8.
ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE
REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR
AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS.
R2(35)
9.
REMOVAL OF ALL SIGNS AND LEGENDS SHALL BE COORDINATED WITH
THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGNS AND LEGENDS
WILL BE REMOVED ONLY BY CITY FORCES. FIVE DAYS ADVANCE
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WRITTEN NOTICE TO THE TRAFFIC SECTION IS REQUIRED TO
COORDINATE WORK WITH CITY FORCES.
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10.
EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE
DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/OR
CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER.
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11.
PAINT USED FOR TRAFFIC STRIPING, CROSSWALKS, LIMIT LINES, ARROWS
AND PAVEMENT LEGENDS SHALL BE RAPID DRY TYPE PER SECTION 84-3
OF CALTRANS STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED.
—� R26(S)
REMOVE EXISTING STRIPING
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R26(S) �-
90' REVER`
120' TRANSITION
1-800-422-4133
ITS THE LAW ICALL AT LEAST TWO
DIAL BEFORE WORKING DAYS PRIOR
YOU DIGI TO EXCAVATING
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AL
UNDERGROUND SERVICE ALERT
BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE
LOCATION OF UNDERGROUND UTIUIES BY CONTACTING
UTIUTY UNDERGROUND SERVICE ALERT AT 1-800-422-4133
EXIST.
R26(S)� R2(3 5�
D ETAI_
DETAIL 22
100' DETAIL
DETAIL
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R26(S)F
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MATCH EXISTING STRIPING
SCALE: 1" =20'
0' TRANSITIO
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REMOVE EXISTING STRIPING
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100' DETAIL 38
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DETAIL 22
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MATCH EXISTING STRIPING
SCALE: 1" =20'
0' TRANSITIO
ROFESSIONq�F
CLYDE ELWYN y
2
SWEET, JR. n
No. 26690 � � b P"nL'r
MATCH EXISTING STRIPING 4L Exp, 3-31
CIVIL BID SET
I I I T9TFOF CAUEOR�\P _
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
I II I SIGNING AND STRIPING PLAN
REMOVE EXISTING STRIPING
D ETAI L 9
100' DETAIL 38
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DETAIL 22
12" WHITE
CROSSWALK
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DETAIL_9
JUNIPER AVENUE
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R26(S)
R26(S) EXIST. R26(S)
R2(35)
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LEGEND
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PAINT TYPE IV ARROW PAVEMENT MARKING
TO MATCH CITY STENCIL
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�— INSTALL SIGN AS SHOWN
ROFESSIONq�F
CLYDE ELWYN y
2
SWEET, JR. n
No. 26690 � � b P"nL'r
MATCH EXISTING STRIPING 4L Exp, 3-31
CIVIL BID SET
I I I T9TFOF CAUEOR�\P _
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
I II I SIGNING AND STRIPING PLAN