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HomeMy WebLinkAbout5901SIGN LEGEND: SIGNING AND STRIPING CONSTRUCTION NOTES: 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF ENGINEERING PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK WITHIN PUBLIC RIGHT-OF-WAY WITH IN THE CITY LIMITS. CALL (909) 350-7610. 2. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS, THE CITY OF FONTANA DESIGN STANDARDS, THE CITY'S SPECIAL PROVISIONS, SECTION E, CALTRANS STANDARD PLANS AND SPECIFICATIONS, LATEST EDITIONS, AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC CONTROL AT ALL TIMES. 4. ALL SIGNS SHALL BE INSTALLED PER CITY DESIGN STANDARD 4003, UNLESS OTHERWISE SHOWN ON THE PLANS. SIGNS AND SIGNPOSTS THAT ARE REMOVED SHALL BE SALVAGED TO THE CITY YARD. 5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. 6. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON ROADWAYS WITH RAISED MEDIANS. 7. SUBSTITUTE DETAIL 14A STRIPING FOR DETAIL 12 STRIPING FOR ROADWAYS WITH RAISED RAISED MEDIANS. 8. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE REMOVED BY SANDBLASTING OR OTHER APPROVED METHODS, NONE OF WHICH SHALL DAMAGE THE PAVEMENT. THE 'BLACK OUT' METHOD OF REMOVAL IS NOT PERMITTED. ANY PAVEMENT DAMAGED BY REMOVALS SHALL BE REPAIRED PER APPROVAL OF THE CITY ENGINEER AT NO COST TO THE CITY. 9. CONTROL POINTS OR "CAT TRACKING" SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PAVEMENT STRIPING AND LEGENDS. NOTIFY THE CITY AT LEAST TWO DAYS PRIOR FOR APPROVAL OF "CAT TRACKING." 10. STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 11. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY DESIGN STANDARD 6001. 12. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER. EX. C/G EX. S/W _PROP. DWY ROP. R/Wi X. R/W EX. DWY t M N 57 00 n 5400 X. R/W- -- -- -- -- - -- EX. E/P EX. DWY EX. S/W EX. C/G z CL �CD 00 oLO Cd 0 0 Z w N Q O Know what's below. Call before you dig. SPEED O R7-9a LIMIT O BIKE 4 5101 LANE R2-1(45) 12"X18" 24"X30" W2-1 W3-3 36"X36" 36"X36" 39 150' IS R7-9a CROP. PROP. C/G PROP. S/W IS R7-9a 29 R/W 39 270' XX 0 0 +� 315' TAPER LO m 315' TAPER :., :........_.... N _ W m 59 00 60 00 z a g oo = W N a -- -- - -- -- -- -- -- -- -----�_EX. R/W EX. DWY EX. E/P CYPRESS AVENUE CYPRESS A VENUE i11' 6 of 35' 1 'L 7 ' 45' X W I R7-9a 9k PROP. S/W- PROP. C/G- R2-1(45) Kk 100' 39 29 �1� 1 MATCHLINE: STA. 62+00 SEE BELOW LEFT — EX. E/P I SCALE: 1 " = 40' 20 0 20 40 60