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HomeMy WebLinkAbout2845-1BASELINE EXISTING EDGE OF PAVEMENT DET 27B 100' 200' TRANSITION 5 1 TYPE IV (R) I ° 5 w6s 2 1 DET 27B 2 1 TYPE IV (R) W56 W66 TYPE N R�� I I I '`x90 Rl$-2 R35 0 2 DET 38 EXISTING PCC CURB _ _0 v- 35'R EXISTING EDGE OF PAVEMENT 9 GENERAL NOTES: w > `- tV ao w JOIN EX. STRIPING 300' r r Q EXISTING EDGE OF PAVEMENT DET 38 1 TYPE IV (R) Fl TYPE IV (L) f 00 T_ DET 22 160' TRANSITION R63W11 120' 120' 160' 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL z CONFORM TO THESE PLANS AND SPECIAL PROVISIONS, THE CURRENT STANDARD PLANS AND SPECIFICATIONS FOR THE CITY OF FONTANA, AND THE 1992 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. IL 2. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. CONSTRUCTION NOTES 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC. F11 APPLY STRIPING DETAIL, STENCIL, OR PAVEMENT LEGEND AS NOTED. 4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS Fj] REMOVE CONFLICTING STRIPING (INCLUDING RAISED PAVEMENT MARKERS) SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE AND PAVEMENT LEGENDS BY METHOD APPROVED BY THE ENGINEER. SHOWN ON THE PLANS. F531 REMOVE EXISTING SIGNS) AND RELOCATE POLE. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, 0 Z PER CITY STANDARD DETAIL 139. F41 INSTALL NEW R18 SIGN ON RELOCATED POLE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES (SEE SPECIAL PROVISIONS). R5 REMOVE ALL OBJECT MARKERS. 7. CONTROL POINTS OR "CAT—TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR w w TO PAVEMENT STRIPING APPLICATION.® APPLY 8" WHITE CHEVRONS AT 50' SPACING. r0 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY OF FONTANA STANDARD DETAIL 104A. 9. FOR TRAFFIC SIGNAL MOUNTED SIGNS, SEE TRAFFIC SIGNAL PLANS, SHEET 2 OF THIS PLAN SET. 10. CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY METHOD APPROVED BY THE ENGINEER. 00 T_ DET 22 160' TRANSITION R63W11 120' 120' 160' EXISTING PCC CURB SCALE: 1 "= 4i7 so, Mon goBoselineStribina. dw AVENUE z IL 1 DET 27B OMNI (n BUS W41 0 EXISTING PCC CURB 0 Z — — — — — — — — — i ---� w w w r0 EXISTING EDGE OF PAVEMENT — W54A EXISTING PCC CURB SCALE: 1 "= 4i7 so, Mon goBoselineStribina. dw