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HomeMy WebLinkAbout2508-17.tifR/W SEE HEET 18 �(o IrI 10 12" WHITE Lv INSTALL R7, I = TYPE K IV LJDETAIL 29i I L SEE SHEET 18 G JV -------,-------I �► I- - - �I I � � CR=35' I � w V1 CR=35' 8" CHEVRON © 25' O.C. DETAIL 38 1 INSTALL R18-2 0) INSTALL R26(S) P.P. INSTALL R,2S8, TYPE L � CV0) \R=270' ; ;��-- 210' ►_ N 11 12 13 if DETAIL 38ol TL; C14 50' d- ftLn 'o 4 WHITE CR=35' GENERAL NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARDS AND SPECIFICATIONS FOR THE CITY OF FONTANA, AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, JULY 1992. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS JULY 1992. 3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE THERMOPLASTIC ALKYD TYPE. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE INDICATED ON PLANS. 6. SIGNS SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X 2" (12 GA.) WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1/2" X 30" X 6 GAUGE (NON -PERFORATED), TO FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE PAVEMENT BY WET SANDBLASTING BY THE CONTRACTOR AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS. 9. REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGNS WILL BE REMOVED ONLY BY CITY FORCES. TWO (2) WORKING DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECTION IS REQUIRED TO COORDINATE WORK WITH CITY FORCES. 10. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE DETERMINED BY THE CITY TRAFFIC ENGINEER. ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER. L z INSTALL R26(S) JURUPA � INSTALL R26(S) M P.P. f DETAIL 27B R/W INSTALL TYPE L n DETAIL 38 `V _ r- DETAIL 12 INSTALL R26(S) R/W 50' 4" WHITE INSTALL R26(S) INSTALL TYPE L AVENUE INSTALL R26(S) INSTALL W56, TYPE N INSTALL R26(S) P.P.;n P.P. INSTALL R7, INSTALL R34-2,DETAIL 38 TYPE K R7, TYPE K 120 116 - - - 17 N 4 18 - 10' TYP. CR=35' 50 looll 4" WHITE DETAIL 12 CR=35' SEE DRAWING N0. 2508, SHEET 18A OF 19, FOR SIGNING AND STRIPING DETAILS VIA LARGA R/W � INSTALL R26(S) L0 f- INSTALL TYPE L N in i� - Foo co in 0 40 60 80 %� SCALE: 1 " = 40' FIN O INSTALL R26(S) INSTALL W56, TYPE N + �, P.P. INSTALL JURUPA P.P. 0 1 - N INSTALL R7, INSTALL R34-2, TYPE K R7, TYPE K <29- 30 3 ft 'to f--- 10' TYP. 50' L zLo 4" WHITE 4" WHI- z U Q INSTALL R26(S) CR=35' LEGEND EXISTING STRIPING & MARKINGS TO REMAIN. -------------- ---- °=j=' ---- EXISTING STRIPING & MARKINGS TO BE REMOVED. -� PROPOSED STRIPING & MARKINGS. ID EXISTING SIGNS; M PROPOSED SIGNS. �i APPLY TYPE IV ARROW TO MATCH CITY STENCILS. APPLY LEGEND TO MATCH CITY STENCILS. OS SIGNALIZED INTERSECTION CR=35' SEE DRAWING N0. 2508, SHEET 18A OF 19, FOR SIGNING AND STRIPING DETAILS VO NTE DRIVE C� No. 4392 1 Exp, o o 9TFOF CA1,�E�� INSTALL R26(S) INSTALL TYPE L 120' DETAIL 38 N 32 ------33 INSTALL W31A(400'), R26(S) R/W R/W 4�! INSTALL R26(S) . INSTALL P.P TYPE L DETAIL 27B 34 DETAIL 12 d - INSTALL R26(S) INSTALL TYPE L AVENUEP INSTALL R7, TYPE K iloo 35 36 ftoo H a, L z N Lo NOTE(TYP.): THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR THE INSTALLATION OF "TYPE L POLE MARKER" ON THE POLE. INSTALL R26(S) JURUPA INSTALL R26(S) INSTALL R26(S) Lo INSTALL R26(S) AVENUE INSTALL R26(S) INSTALL INSTALL P.P. P.P. "� INSTALL INSTALL P.P. P.P. TYPE L TYPE L TYPE L TYPE L — — '� N 8" AC BERM(TYP.) DETAIL 27B 1 22 23 24 00 25 26 27 28 DETAIL 12 lqJ INSTALL R26(S) INSTALL R26(S) INSTALL R26(S) R/W INSTALL R26(S) INSTALL R26(S) 0 40 60 80 %� SCALE: 1 " = 40' FIN O INSTALL R26(S) INSTALL W56, TYPE N + �, P.P. INSTALL JURUPA P.P. 0 1 - N INSTALL R7, INSTALL R34-2, TYPE K R7, TYPE K <29- 30 3 ft 'to f--- 10' TYP. 50' L zLo 4" WHITE 4" WHI- z U Q INSTALL R26(S) CR=35' LEGEND EXISTING STRIPING & MARKINGS TO REMAIN. -------------- ---- °=j=' ---- EXISTING STRIPING & MARKINGS TO BE REMOVED. -� PROPOSED STRIPING & MARKINGS. ID EXISTING SIGNS; M PROPOSED SIGNS. �i APPLY TYPE IV ARROW TO MATCH CITY STENCILS. APPLY LEGEND TO MATCH CITY STENCILS. OS SIGNALIZED INTERSECTION CR=35' SEE DRAWING N0. 2508, SHEET 18A OF 19, FOR SIGNING AND STRIPING DETAILS VO NTE DRIVE C� No. 4392 1 Exp, o o 9TFOF CA1,�E�� INSTALL R26(S) INSTALL TYPE L 120' DETAIL 38 N 32 ------33 INSTALL W31A(400'), R26(S) R/W R/W 4�! INSTALL R26(S) . INSTALL P.P TYPE L DETAIL 27B 34 DETAIL 12 d - INSTALL R26(S) INSTALL TYPE L AVENUEP INSTALL R7, TYPE K iloo 35 36 ftoo H a, L z N Lo