HomeMy WebLinkAbout2194-3aF.
ULTIMATE DESIGN
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R26(S)
EX.
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MARYGOL�
R26(S)
LEGEND
EXISTING STRIPING & MARKINGS TO REMAIN.
EXISTING STRIPING & MARKINGS TO BE REMOVED.
PROPOSED STRIPING & MARKINGS.
b EXISTING SIGNS, 0 PROPOSED SIGNS.
R/C EXISTING RED CURBS
PAINT TYPE IV ARROW TO MATCH CITY STENCILS.
SIGNALIZED
EX. R2(30)
MISTAILL W11(Lf I
SEE SHEET 2
� SEE SHEET 2
LEFT
INTERIM DESIGN
R26(S
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REMOVE R1 SIGN is POLE
WITH SIGNAL TURN—ON
BY CITY FORCES
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ULTIMATE DESIGN-
DECORATIVE
CROSSWALK
ULTIMATE DESIGN
TYPE L
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�- INSTALL W56-1
do TYPE K GENERAL NOTES:
1. ALL WORK. MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND
STRIPING SHALL CONFORM TO, THESE PLANS AND THE STANDARDS AND
INSTALL R61-20.1 SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND
SPECIFICATIONS OF THE STATE OF CALIFORNIA
V CONSTRUCTION NOTES,
QDETAIL NUMBER FOR INSTALLATION OF PAVEMENT MARKINGS
PER STATE STANDARD PLANS NO.: A20—A, A20—B do A20—C.
s�a SANDBLAST/REMOVE EXISTING STRIPING AND PAVEMENT MARKINGS.
12m MITE
REFERENCE:
PARCEL MAP 12433. SHEETS a & 7 ISSUE FOR BID
OF 7, WAGNM PAgFIC, DAM 4/11/M HEV. MEM" DESM" DAIS ENGIL CITY DATE
2 PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SMALL CONFORM
TO CALTRANS STANDARD PLANS JULY 199L
3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENOS.
4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL
BE IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED
BETWEEN FOURTEEN (14) AND TARTY (30) 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.
S. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO
THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES
SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET
CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE
INDICATED ON PLANS.
4. SIGNS SHALL BE MOUNTED ON A -QUICK PUNCH POST' r X r (1 Z CA.)
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
FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR
1MTH ONE 7/16" HOLE ON EACH SIDE. AND AT TOP.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES. DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
8 ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE
REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONIRACM
AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS.
8. 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. FIVE (5) DAYS ADVANCE
WRITTEN NOTICE TO THE CITY TRAFFIC SECITON IS REQUIRED TO
COORii1MAT€ WORK VATH CITY FORCES.
10. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE
DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/OR
CONSTRUCTION SIGNS MAY BE REQUIRED BY THE EHGLNEER.
13
10
U m
SIN
SCALE: i» = 40'
.9�49U/L7 B//5/9¢
11. PAINT USED FOR TRAFFIC STRIPING. CROSSWALKS, LIMIT LINES. ARROWS Has CON�� 11`U�0�
AND PAVEMENT LEGENDS SHALL BE RAPID DRY TYPE PER SECTION 84-3
OF CALTRANS STANDARD SPECIFICATIONS, UNLESS NOTED OTHERWISE ON PLANS
SIGNING k STRIPING
UNSCOTr, LAW k GREENSPAN. ENGINEERS
IPWWOWAIM PLAW" - IPAM EM - PAIM«N
■ ISM ClAPORME DWOL WM 122. COSTA MESA. CA Bili (714)941-1367
0105 213M M8f= AVDRW. WX 1006 PASADW4 , G 91146 (1"6)796-2321
0 4646 NO S46 0E a w mm a u PWAM-awe
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C]W OF FONTANA, CALIFORNIA
ENGMEERERG DIVISION
ow►w W. SIGNING lC STRIPING scALO
MARYG4LD AVE. u� f ='r
� HEST OF SIERRA AVB. 1'0 SAS'1' OF MANGO AVB. 4 -N -U
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2194
CYUDE E. SMIEET, Jt VIRCE 2N90 DALE 7