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SIGNING AND STRIPING GENERAL NOTES: I �;;; �� ;;;� ( SIGNING CONSTRUCTION NOTES:
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1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL � I nil i i ii Q � 1❑ -REMOVE EXISTING R1 SIGN AND POST (BY CITY FORCES)(QUANTITY - 2
CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, Z zii i z2�-REMOVE EXISTING R1 /SNS SIGNS AND POST (BY CITY FORCES)(QUANTITY
AND THE 1992 STANDARD PLANS AND SPECIFICATIONS .OF THE STATE OF CALIFORNIA. >_ iii i � i u ¢REMOVE EXISTING W17 SIGN AND POST (QUANTITY - 2 EACH).
2. PAVEMENT MARKINGS SHALL CONFORM TO THE CIN OF FONTANA STANDARD STENCILS.� LL_�p � 3:EXISTING SIGN TO REMAIN
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. � 0 � �� � � �� � �0
4. TRAFFIC SIGN DIMENSIONS, COLOR AND LET
CALTRANS SIGN SPECIFICATIONS SHEETS.
TO CALTRANS SPECIFICATION SHEET CODES.
UNLESS OTHERWISE SHOWN ON THE PLANS.
5.
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7.
IT SHALL BE THE RESPONSIBILITY OF THE C
OR OTHER TRAFFIC CONTROL AT ALL TIMES.
CONTROL POINTS OR "CAT -TRACKING" TO
TO PAVEMENT STRIPING APPLICATION.
-ERING SHALL CONFORM TO THE LATEST F-11 I
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IGN CODES SHOWN HEREON ARE TO CONFORM Q � xii i ; i ii x ry
TRAFFIC SIGN SIZE SHALL BE STANDARD �. z W�� � i i ii w z STRIPING CONSTRUCTION NOTES.
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ONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS w I �� � � �� w aREMOVE CONFLICTING STRIPING/MARKING (QUANTITY - 942 S.F.).
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Zn, ��, 2� APPLY 4" DOUBLE YELLOW STRIPES (DETAIL 22)(QUANTITY - 6 S.F.).
BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR I III JG Ju
APPLY 12" SOLID YELLOW CROSSWALK MARKING (QUANTITY - 153 S.F.).
CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD DETAIL 104A.
CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED BY
THE SPECIAL PROVISIONS, SECTION E.
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DIAL TWD WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TM_L FREE 1-800-422-4133
A PUBLIC SERVICE BY UNDERGRMJND SERVICE ALERT
EACH).
- 2 EACH).
(,q— APPLY 8" WHITE CHANNELIZATION STRIPE (DETAIL 38)(QUANTITY - 4 S.F.).
&APPLY 4" SOLID WHITE AS SHOWN (QUANTITY - 4 S.F.).
O- NOT USED
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