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SEE PLAN NO. 2473
SHEET 23 GENERAL NOTES:
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o c� 1 ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL
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I I II ( I CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF
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S o I II z 0 FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA.
I I II I II U) co 2 PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO
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4� x0 a II I w v CALTRANS STANDARD PLANS.
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3 PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD
'O� �II STENCILS.
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4 TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD
2 II z I I BINDER AND SHALL BE APPLIED PER SECTION 84 OF CALTRANS STANDARDS. ALL
N 1 I I I I STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS PER SECTION 85.
� 16 12 12 111, 13 12 14,(I
• I i 5 TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST
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co �, CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO
+ I I ( ( CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE
STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS.
PROPOSED CURB & GUTTER L' STREET , STIP SIGH EXISTING CURB & GUTTER 6 SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2"X2" 12 GA. WITH 7 16" HOLES
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_- \ � \ _ _ - (1 ON CENTERS) ON FOUR SIDES, THAT CAN BE PUNCHED OUT. POST LENGTH MAY
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--,�----------------------------- - - o- ° 3 / \ VARY WITH SIGN INSTALLATION TO MAINTAIN MINIMUM SIGN MOUNTING HEIGHTS. THE
THE ANCHOR SHALL BE A HEAVY DUTY PIECE ANCHOR, 2 1/2'X 30" X 6 GAUGE
14 g (NON -PERFORATED). TO FIT A 2" SQUARE STEEL POST, PRE -PUNCHED AT MID -POINT
u7 00 12 N d" 3 OF ANCHOR WITH 7/16" HOLE ON EACH SIDE, AND AT TOP.
100' 8 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
10' , PER 50' DELINIATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
so10' 8 CONTROL POINTS OR "CAT -TRACKING' TO BE APPROVED BY THE ENGINEER 24 HOURS
100' PRIOR TO PAINTING.
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N 12 N d- "� 1 9 DIMENSIONS FOR CROSSWALKS ARE 10' FROM CENTER TO CENTER OF 12" WHITE STRIPES.
�� I __.�_ 10 ALL CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY WET SAND BLASTING.
L/�I.J IIVV V%JI\U CX. VV I I I— IN
STREET / STOP SIGN
5' MIN.
TYP.
STA. 6+00
JOIN EXISTING
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14' 12' � 2' 411-21'� 2' 2' 15'
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8
I N� E
REMOVE ALL EXISTING STRIPING MAI
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ING SIGN 04
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STA. 7+20 4
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MEDIAN ISLAND
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STREET 4TA/P/NG CONS TAUC77ON NOMS.
1&—INSTALL 4" SOLID DOUBLE YELLOW PER CALTRANS DETAIL 29,
STD. PLAN NO. A20B.
�—INSTALL 4" DASHED WHITE PER CALTRANS DETAIL 12.
03—INSTALL 8" SOLID WHITE PER CALTRANS DETAIL 38,
STD. PLAN NO. A20D.
&_ NOT USED
NOT USED
NOT USED
7�—NOT USED
8a --INSTALL TYPE IV (L) ARROW PER CALTRANS STD. PLAN A24A.
NOT USED
10 INSTALL "SIGNAL" PER CALTRANS STD. PLAN A24D.
11 INSTALL "AHEAD" PER CALTRANS STD. PLAN A24D.
@—APPLY 12" WHITE CROSSWALK MARKINGS.
@_NOT USED
&—PAINT NOSE OF ISLAND WITH REFLECTIVE YELLOW PAINT.
S/CIU/NG NO7F6 tr
1❑ INSTALL W41 SIGN AS SHOWN.
Q2 INSTALL R2 SIGN AND SPEED MARKINGS AS SHOWN.
�3 INSTALL TYPE K MARKER ON EXISITNG POST.
® INSTALL R26 (S) SIGN AS SHOWN.
AN
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v' Nm 2M3 I i, 0 20 40 80 120
SCALE: 1" =40'