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Home My WebLink About4928-1Iiiiillql..... 1.kill ke 11, 111 � iPi 4" WHITE 50 DET. 22 LIMITS OF STRIPING/SANDBLASTING JOIN EXISTING STRIPING R28(S)(CA)(RT) SIGNING CONSTRUCTION NOTES lO INSTALL SIGN(S) 20 REMOVE SIGN(S) 0 N N N N w Z)z w Q J J W 3: w W3-1 Z) W3-3 z W Q w A u II II R26(S)(CA)� i�l 1 R26(S)(CA) B 1 A 4" WHITE 50' (u I tD _ - -- --- �-—_----- ---- - - -- 150-' o • _- -� �. ----------------------------------------------- ----- — EX, R/Wf------ - -- --------- �n TYPE IV A L1 R26(S)(CA) 1 DET. 22[Ay W3-1 W3-3+R28(S)(CA)(LT) DET. 38 150' A DET. 9 B 135' APPROACH TAPER 90' BAY TAPER----�-I DET, 9 A TYPE IV STRIPING CONSTRUCTION NOTES AO APPLY STRIPING OR LEGENDS ® REMOVE EXISTING CONFLICTING STRIPING/LEGENDS BY SANDBLASTING © REFRESH STRIPING OR LEGENDS AS NECESSARY WSEE SIGNAL PLANS FOR ANY ADDITI❑NAL SIGNS REQUIRED PER PLANS. NOTE. REFRESH ALL STRIPING AND LEGENDS WITHIN 500' OF THE INTERSECTION AS NECESSARY QS = SIGNALIZED INTERSECTION R26(S)(CA) 4" WHITE 50Q Rl-1+R1-4 i A 4" WHITE 50' i /-M2 R1 -1+R1-4 I I a N V - R1-l+R1-4 R26(S)(CA) ^J TYPE IV A DET. 9 B DET, 9 A DET. 38 150' DET.fAI TYPE IV AVENUE LIMITS OF STRIPING/ SANDBLASTING J❑IN EXISTING STRIPING R26(S)(CA) R28(S)(CA)(LT) rl k • E I- -17- --� R26(S)(CA) 1 R28(S)(CA)(RT) 1 R26(S)(CA) I�-90' BAY TAPER 125' APPROACH TAPER ►I W3-1 W3-3 304111111:71W1 N N N -------------�_----OD--- N cu o m —� EX, C&G 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 AND HIGHWAYS, DATED JANUARY 2012. 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. 4003. 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 ENGINEER TWO WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. W3-1 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD Z W3-3 DETAIL 1003. 9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL d Z PROVISIONS, SECTION E. 10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON HIGHWAYS WITH RAISED MEDIANS. 11. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS SCALE: 1:40 PER CITY STANDARD PLAN. 40 20 0 40 80 120 12. SEE DRAWING NO. 4927 FOR TRAFFIC SIGNAL INSTALLATION PLAN.