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�NOTE:THS PLAN ACCURATE FOR SIGNING a STRIPING ONLY.0
GENERAL NOTES •
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SMALL
CONFORM TO THESE PLANS AND THE STANDARD SPECIFICF,TIONS FOR THE CITY OF
FONTANA AND THE -STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA.
2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO
CALTRANS STANDARD PLANS.
3. PAVEMENT MARKINGS SHALL CONFORM TO THE CM4ftF FONTANA STANDARD
STENCILS.
4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE APPLIED
IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED BETWEEN SEYEN `'
AAlDFDcXTEeM (/4) DAYS AFTER THE FIRST COAT.
5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST
CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO
CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE
STANDARD UNLESS OTHERWISE SHOWN -ON THE PLANS.
SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X 2" 12 GA.) 1MT"H 7/16"
HOLES
r
ON CENTERS) ON FOUR SIDES, THAT CAN BE PUNCHED OUT. POST LENGTH MAY
�{ VARY WITH SIGN INSTALLATION TO MAINTAIN MINIMUM SIGN MOUNTING HEIGHTS. THE
::. ANCHOR SHALL BE A HEAVY A HEAVY DUTY ONE PIECE ANCHOR 2 % X 30" X 6 GAUGE
(NON-PERFORATED),TO FIT A 2S SQUARE STEEL POST PRE -PUNCHED UNCHEDAT MID-
POINT
- OF ANCHOR WITH 7/16" HOLE ON EACH SIDE,` AND AT TOP.
7� 7T.OIN IT SHALL BE THE RESPONSIBILITY -OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORSE F
OR OTH R TRAFFIC CONTROL AT ALL TIMES.
Q 8. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS
--- PRIOR TO PAINTING.
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