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4844-1
SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS 20' iI 20' 1I�, ; AND HIGHWAYS, DATED JANUARY 2010. 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 1I w x lw 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL _ Alp I� PROVISIONS. W3 3 1 E 1 _ 4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. 3 II � 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN,L3 PER CITY STANDARD DETAIL NO. 4003. x II 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. (� I 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER TWO2' 6± ' 30SCALE: *40WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 21' 19' 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD I 40 20, 0 40 80 120 DETAIL 1003. P.m.. {I �� 1F IL 9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS, SECTION E.'n°T a) 10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 II ON HIGHWAYS WITH RAISED MEDIANS. � I 11. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS I 4 DET. 2 50` PER CITY STANDARD PLAN. 3 DET. 22 100' 12. SEE DRAWING NO. 4843 FOR TRAFFIC SIGNAL INSTALLATION PLAN. (I I C1 20' 9' 7T7F 4 y� 2 R1 -1+R1-4 6 1 W3-3 DET. 22 200' 3I 4 3 DET. 38 150 4 DET. 32 50' 3 EX R/W R1-1 R1-4 D3 �—� q \ 4 ZD EX, R/W ----------------- DET. 32 50'M-,,,------ +--- + -- ! .� TYPE IV 3 EX. C&G 0T 0 (u 5 ( 3 0 cv N c� — — — — , — 13" WHITE — — — — — - — - — - — — - — - — . — . — — — — — — — ^, Y I Com_. if 7p - - - - - - - - - - - - - -- . - - 4 — Ln, y (u N ' 15 CDN N EX. C&G ------ _----------------------------- EX C&G EX. R/W �— W3-1 2 3 6 TYPE IV 3 4 4 `\, 2 R1-l+Rl-4+D3 4 TYPE IV EX. R/W W3-3 1 DET. 38 150,V TYPE IV R1 -1+R1-4 2 "� 4 '-gDET, 22 200' 3 TYPE IV 4 TYPE IV 3 18' 18' ' h II 1 4 DET, 2 50' 3 DET, 22 100' SIGNING CONSTRUCTION NOTES STRIPING CONSTRUCTION NOTES INSTALL SIGNS) �3 APPLY/REAPPLY STRIPING OR LEGENDS 2� REMOVE SIGNS) 4 REMOVE EXISTING CONFLICTING STRIPING/ LEGENDS BY SANDBLASTING APPLY 12" YELLOW CROSSWALK x I) 1© REFRESH "AHEAD" LEGEND w 1 x wSEE SIGNAL PLANS FOR ADDITIONAL W(�� SIGNS REQUIRED PER PLANS. Y ,( I , 6 LEGEND , I i EXISTING RED CURB 2 W3-1 SS SIGNALIZED INTERSECTION I li I 1 W3-3 2'—H ��3}4' ' 19 36 17' --fl I -mom Now z Q z m ry U z z 0 W W Q ry W z Q W I 0 Q Elf W 0 m 0 ry ry Q