HomeMy WebLinkAbout4912-1W3-3
36"X36"
THRU
TRAFFIC
MERGE
LEFT
W4 -1a
36"X36"
`RIGHT LANE'
TURNS RIGHT
AHEAD /
W73A(CA)
36"X36"
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STOPPING
ANYTIME
R-26(S)(CA)
12"X18"
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R-28(S)(CA)
12"X18"
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SIGNING CONSTRUCTION NOTES
❑1 INSTALL SIGN(S)
❑2 REMOVE SIGN(S)
*SEE SIGNAL PLANS FOR ANY ADDITIONAL
SIGNS REQUIRED PER PLANS.
e_ EXISTING RED CURB
�S SIGNALIZED INTERSECTION
SEE SHEET 2
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LIMITS OF DET. 9 STRIPING/SANDBLASTING
JOIN EXISTING STRIPING
450' FROM MANGO AVE CL
DET. 22 240' A B I' II 1 I 150' LEFT TURN POCKET — 90' BAY TAPER —►-�
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BY SANDBLASTING
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NOTE: REAPPLY ALL STRIPING AND LEGENDS
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WITHIN 500' OF THE INTERSECTION AS NECESSARY
DET. 38 .100'
DET. 22
TYPE IV(L)
Q R26(S)(CA)
11 r �� ►I
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W3-3
LIMITS OF STRIPING/SANDBLASTING
JOIN EXISTING STRIPING
370' FROM MERRILL AVE CL
R28(S)(CA)(LT)
W3-1 695' FROM MERRILL AVE C
SIGNING AND STRIPING GENERAL NOTES
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL
CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA
THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS
AND HIGHWAYS, DATED JANUARY 2010.
2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL
PROVISIONS.
4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON
THE PLANS.
5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN,
PER CITY STANDARD DETAIL NO. 4003.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL AT ALL TIMES.
7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER TWO
WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION.
8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD
DETAIL 1003.
9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL
PROVISIONS, SECTION E.
10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38
ON HIGHWAYS WITH RAISED MEDIANS.
11. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS
PER CITY STANDARD PLAN.
12. SEE DRAWING NO. XXXX FOR TRAFFIC SIGNAL INSTALLATION PLAN.
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DET. 22
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W3-3
LIMITS OF STRIPING/SANDBLASTING
JOIN EXISTING STRIPING
370' FROM MERRILL AVE CL
R28(S)(CA)(LT)
W3-1 695' FROM MERRILL AVE C
SIGNING AND STRIPING GENERAL NOTES
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL
CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA
THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS
AND HIGHWAYS, DATED JANUARY 2010.
2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL
PROVISIONS.
4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON
THE PLANS.
5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN,
PER CITY STANDARD DETAIL NO. 4003.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL AT ALL TIMES.
7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER TWO
WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION.
8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD
DETAIL 1003.
9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL
PROVISIONS, SECTION E.
10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38
ON HIGHWAYS WITH RAISED MEDIANS.
11. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS
PER CITY STANDARD PLAN.
12. SEE DRAWING NO. XXXX FOR TRAFFIC SIGNAL INSTALLATION PLAN.
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