HomeMy WebLinkAbout2246TS-7MARYGOLD
EX. W1 1(RT) � � BUS STOP EX. R2(30)
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CITY OF FONTANA, CALIFORNIA
SPECIFICATIONS OF THE STATE OF CALIFORNIA.
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PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM
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MARYGOLD
EX. W1 1(RT) � � BUS STOP EX. R2(30)
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EX. R26(S)
LEGEND
_ EXISTING STRIPING & MARKINGS TO REMAIN.
____ EXISTING STRIPING & MARKINGS TO BE REMOVED.
PROPOSED STRIPING & MARKINGS.
b EXISTING SIGNS; M PROPOSED SIGNS.
PAINT TYPE IV ARROW TO MATCH CITY STENCILS.
OSIGNALIZED INTERSECTION
100'
10' 40' 32 18'
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10 11 11 1 10 19,
EX. R26(S)
EX. R26(S)
-- EX. R26(5)
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DETAIL 40 '
12" WHITE
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RELOCATE -
EX. R26(S)
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145'
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AVE.
EX. R26(S)
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EX. CURB & GUT. N
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REMOVE EX. R26(S) SEX. R7A(LEFT) \-EX. R26(S)
R RZ (25)
EX. W55A \- EX. R26(S) \- EX. W54, W80
GENERAL NOTES:
1.
ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND
-EX. R26(S)
STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND
I
SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND
CITY OF FONTANA, CALIFORNIA
SPECIFICATIONS OF THE STATE OF CALIFORNIA.
2.
PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM
TO CALTRANS STANDARD PLANS JULY 1992.
3.
PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS.
4.
TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL
SIGNING & STRIPING PLAN
BE IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED
BETWEEN SEVEN (7) AND FOURTEEN (14) DAYS AFTER THE FIRST
COAT. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN
THE STRIPING AND PAVEMENT MARKINGS, SHOULD ANY ADDITIONAL
COSTS BE NECESSARY.
5.
TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO
EX. R13-;
THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES
MARYGOLD AVENUE
A T
SIERRA AVENUE
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.)
DESIGNED BY:
KHC
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 PIECE ANCHOR, 2 1/2" X 30" X 6 GAUGE (NON -PERFORATED), TO
CHECKED BY:
YC
FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR
DRAWING NO.:
2246—TS
WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP.
7.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
DATE
ENGR.
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
DATE
C: DWG 6101 6101-7 LDP 05/06/97 SH
�PC
SCALE: 1" = 40'
8
ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE
REMOVED FROM THE PAVEMENT BY WET SANDBLASTING BY THE CONTRACTOR
AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS.
9.
REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH
THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGN AND LEGENDS
WILL BE REMOVED ONLY BY CITY FORCES. TWO (2) DAYS ADVANCE
WRITTEN NOTICE TO THE CITY TRAFFIC SECITON IS REQUIRED TO
COORDINATE WORK WITH CITY FORCES.
10.
EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE
DETERMINED BY THE CITY TRAFFIC ENGINEER. ADDITIONAL WARNING AND/OR
CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER.
AS BUll T
io-k-98
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As Built
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CITY OF FONTANA, CALIFORNIA
UNSCOTT, LAW & GREENSPAN, ENGINEERS
TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING
■ 106 SOUTH MENTOR AVENUE, SUITE 100, PASADENA. CA 91106 (818)796-2322
❑ 1580 CORPORATE DRIVE, SUITE 122, COSTA MESA, CA 92626 (714)641-1587
❑ 8989 RIO SAN DIEGO DRIVE, ITE 135, SAN DIEGO, CA 92108 (619)299-3090
RCE NO. DATE
SIGNING & STRIPING PLAN
DRAWN BY: TP
MARYGOLD AVENUE
A T
SIERRA AVENUE
SCALE. � U'
i — — 4
DESIGNED BY:
KHC
DATE:
5-5-97
CHECKED BY:
YC
APP BY:
E. SWEET, JR RCE 690 DATE
DRAWING NO.:
2246—TS
7
9
REV.
REVISION DESCRIP11ON
DATE
ENGR.
CITY
DATE
C: DWG 6101 6101-7 LDP 05/06/97 SH
�PC