Loading...
HomeMy WebLinkAbout4121-6MAaWJM SCALE: 1"=40' BASELINE AVENUE SEE SHEET 5 OF 6 O1 APPLY 4" WHITE LINE PER DETAIL 12, CALTRANS STD. PLAN A20A. O2 APPLY 4" SOLID WHITE CHANNELIZING LANE LINE. O3 APPLY 8" WHITE LINE PER DETAIL 37B, CALTRANS STD. PLAN A20C. O4 APPLY 8" WHITE LANE LINE PER DETAIL 38, CALTRANS STD. PLAN A20D. O5 APPLY 8" WHITE LANE LINE PER DETAIL 38A, CALTRANS STD. PLAN A20D. O APPLY 12" WHITE CROSSWALK OR LIMIT LINE. O APPLY 4" DOUBLE YELLOW LINE PER DETAIL 22, CALTRANS STD. PLAN A20A. O APPLY 4" DOUBLE (TWO WAY LEFT TURN LANE) YELLOW LINE PER DETAIL 32, CALTRANS STD. PLAN A20B. ()APPLY 12" YELLOW CROSSWALK. 10 INSTALL SIGN AND/OR POST AS NOTED. 11 APPLY WHITE PAVEMENT MARKINGS AS SHOWN ON PLAN, PER CALTRANS STD. PLAN A24C AND A24D. 12U_.... ........ _---------------- 8. _ _ - - - - — — �- � 12 APPLY YELLOW PAVEMENT MARKINGS AS SHOWN ON . _ ...... .............� a, CROSS REFERENCES: 9• ° — --- _. ____ — -- PLAN, PER CALTRANS STD. PLAN A24D. -_..._ ...... ..___- ------ SECTION E. 13 APPLY TYPE IV (L) OR (R), OR TYPE VI PAVEMENT ---- - - 2ND MARKER 13 7 F 10. ARROW AS INDICATED, CALTRANS STD. PLAN A24A. NOT USED AT COMMUNICATION CONDUIT PLAN 1 OF 3 ON HIGHWAYS WITH RAISED MEDIANS. DIRECTION OF TRAVEL LIMIT LINE OR STREET IMPROVEMENT PLANS 20,21 OF 29 MATCH CITY STENCIL SIZE. z 4 CROSSWALK TRAFFIC CONTROL (PHASE 1 1 OF 20 11. BLUE DOT MARKERS BLUE R.R.P.M ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER ) MARKER PHASE 2 3 OF 20 w APPLY 12" WHITE CHEVRON AT 45, 25' SPACING. W oma_ (PHASE 4) 6 OF 20 �I 4" WHITE LINE (PHASE 5) 7 OF 20 15 APPLY 4" DOUBLE YELLOW LINE PER DETAIL 29, ? � C)BASELINE (PHASE 6 8,9,10 OF 20 "A" (PHASE 7) 12,13,14 OF 20 DETAIL CALTRANS STD. PLAN A206. MANGOSEE SHEET AVENUE 5 OF 6 AVENUE 16 APPLY 4" SOLID WHITE LANE LINE PER DETAIL "A". 17 APPLY 4" WHITE LINE PER DETAIL 14A, CALTRANS STD. PLAN A20A. 18 APPLY 4" WHITE LINE PER DETAIL 278, CALTRANS STD. PLAN A20B. 19 INSTALL RAISED PAVEMENT MARKERS PER DETAIL 40, CALTRANS STD. PLAN A20D. ©0 RELOCATE EXISTING SIGN AND/OR POST AS NOTED. 21 REMOVE EXISTING SIGN AND/OR POST AS NOTED. © REMOVE EXISTING SIGN AS NOTED AND REPLACE WITH NEW. ©3 APPLY 6" WHITE LINE PER DETAIL 39, CALTRANS STD. PLAN A20D. ® APPLY 6" WHITE SKIP LINE PER DETAIL 39A, CALTRANS STD. PLAN A20D. 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE 2004 STANDARD PLANS & 1999 SPECIFICATIONS OF THE STATE OF CALIFORNIA, THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND THE MUTCD 2003 CALIFORNIA SUPPLEMENT. 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. 4008. 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 CITY TRAFFIC ENGINEER TWO WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 8. CROSSWALKS SHALL HAVE 10' BE WEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD DETAIL 1006. CROSS REFERENCES: 9• ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS, SECTION E. STORM DRAIN IMPROVEMENT FLANS 1,2 OF 12 2ND MARKER TRAFFIC SIGNAL MODIFICATION PLAN 2 OF 3 10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 NOT USED AT COMMUNICATION CONDUIT PLAN 1 OF 3 ON HIGHWAYS WITH RAISED MEDIANS. DIRECTION OF TRAVEL LIMIT LINE OR STREET IMPROVEMENT PLANS 20,21 OF 29 TYPE C CROSSWALK TRAFFIC CONTROL (PHASE 1 1 OF 20 11. BLUE DOT MARKERS BLUE R.R.P.M ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER ) MARKER PHASE 2 3 OF 20 CITY STANDARD PLAN. PHASE 3 4,5 OF 20 (PHASE 4) 6 OF 20 �I 4" WHITE LINE (PHASE 5) 7 OF 20 (PHASE 6 8,9,10 OF 20 "A" (PHASE 7) 12,13,14 OF 20 DETAIL (PHASE 8) 16,17,19 OF 20 NTS AS -BUILT