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HomeMy WebLinkAbout2473-22.tif8' t STRIPING WEST OF 74 SECTION LINE SEE SHEET 21 16 CL M�a g 2 AND RCB WALL It - - w 00 w N r 76 77 _ 7, MEDIAN ISLAND rt - N N rt X ch N �Y �QJ= 8� �� + o Po Z � z ♦� - - w 00 w N r 76 77 _ 7, MEDIAN ISLAND rt - N N rt X � ~_ O NWW z > 8� �Y �QJ= �cr N (� rco � � oU U 8• N -i ♦� N�1 + 2 0= 3 W c) 80 QO + W N W 00 (4 Z J H - X5 �Q ui0 M +Q OW �W JURUP i A v;l g� +� ioo SECTION LINE N V_ w y f 2 rt 00 N N ' N 8 E12' N 8 8 r• CONSTRUCTION CENTERLINE ih 0 N EXISTING CURB/GUTTER o04 +or �o z 01 rti ch 9 N b h o z: N Ir - f M AVENUE, 0 H CK co r o 2 87 MEDIAN ISLAND 88 f 91 0+0 00 2 w 80 oQ 00 J ...�. �.�.�, �..�. ...�. ONO m 2 W �cn 0 0 1 tl') Qr 0 0o A O � r. Y 89+48.91 RT S.t ♦ INSTALL R-7 do o Y TYPE K MARKER z JURUPA AVENUE JURUPA AVENUE N N �m t�Iz f2ENER-AL....-NOTES: 1 ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL. CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2 PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO, CALTRANS STANDARD PLANS. 3 PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 4 TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE APPLIED PER SECTION 84 OF CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS PER SECTION 85. 5 TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. a ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST PER CITY STANDARD DETAIL 139 UNLESS OTHERWISE SHOWN. 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINIATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. a CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR TO PAINTING. 9 DIMENSIONS FOR CROSSWALKS ARE 10' FROM CENTER TO CENTER OF 12" WHITE STRIPES. 10 ALL CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY WET SAND KASTING. 0 20 40 80 120 W SCALE: 1 "= 40' z UJ lit1 U) W M Qt�f ESSlO4"lll jk. LIN" AZ No. 20953 sly C1Vil� fi��•`! It OE Cl►0 t&—INSTALL 4" SOLID DOUBLE YELLOW PER CALTRANS DETAIL 22, STD. PLAN NO. A20A. 2 INSTALL 4" DASHED WHITE PER CALTRANS DETAIL 12. STD. PLAN NO. A20A. &—*WALL a" SOLID WHITE PER CALTRANS DETAIL 38, STD. PLAN NO. A200. 0_11�WALL 12" SOLID WHITE DIAGONALS AS SHOWN. &_PWALL 4" TWO-WAY YELLOW PER CAI -TRANS DETAIL 32, STD. PLAN NO. A203. 0-9WALL 4" SOLID WHITE. @—NSTXL TYPE IV (L) ARROW PER CALTRANS STD. PLAN A24A. &—NSTXL TYPE IV (R) ARROW PER CALTRANS STD. FLAN A24A. 0—INSTALL A=22 (STOP) PER CALTRANS STD. PLAN A 24D. 0—ItWALL A=31 (AHEAD) PER CALTRANS STD PLAN A 24D. @_AImPLY 12" WHITE CROSSWALK / STOPBAR MARKINGS. @—INSTALL LANE DROP MARKINGS PER DETAIL 37-8, STD. PLAN NO. A20C. 9-19WALL TYPE VI (L) ARROW PER CALTRANS STD. PLAN A24A. @-RWALL TYPE VI (R) ARROW PER CALTRANS STD. " A24A. 8—INSTALL TYPE 1(10) ARROW PER CALTRANS STD. PLAN A24A. $"-22.d" 8 �Y .. 8� C0: ri w ^Q`so 1 8• N -i ♦� N�1 + f=. Wl to z0- co ? f-- R/W 2 0= 3 W c) 80 QO + W N W 00 (4 Z J H - X5 �Q ui0 M +Q OW �W JURUP i A v;l g� +� ioo SECTION LINE N V_ w y f 2 rt 00 N N ' N 8 E12' N 8 8 r• CONSTRUCTION CENTERLINE ih 0 N EXISTING CURB/GUTTER o04 +or �o z 01 rti ch 9 N b h o z: N Ir - f M AVENUE, 0 H CK co r o 2 87 MEDIAN ISLAND 88 f 91 0+0 00 2 w 80 oQ 00 J ...�. �.�.�, �..�. ...�. ONO m 2 W �cn 0 0 1 tl') Qr 0 0o A O � r. Y 89+48.91 RT S.t ♦ INSTALL R-7 do o Y TYPE K MARKER z JURUPA AVENUE JURUPA AVENUE N N �m t�Iz f2ENER-AL....-NOTES: 1 ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL. CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2 PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO, CALTRANS STANDARD PLANS. 3 PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 4 TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE APPLIED PER SECTION 84 OF CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS PER SECTION 85. 5 TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. a ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST PER CITY STANDARD DETAIL 139 UNLESS OTHERWISE SHOWN. 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINIATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. a CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR TO PAINTING. 9 DIMENSIONS FOR CROSSWALKS ARE 10' FROM CENTER TO CENTER OF 12" WHITE STRIPES. 10 ALL CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY WET SAND KASTING. 0 20 40 80 120 W SCALE: 1 "= 40' z UJ lit1 U) W M Qt�f ESSlO4"lll jk. LIN" AZ No. 20953 sly C1Vil� fi��•`! It OE Cl►0 t&—INSTALL 4" SOLID DOUBLE YELLOW PER CALTRANS DETAIL 22, STD. PLAN NO. A20A. 2 INSTALL 4" DASHED WHITE PER CALTRANS DETAIL 12. STD. PLAN NO. A20A. &—*WALL a" SOLID WHITE PER CALTRANS DETAIL 38, STD. PLAN NO. A200. 0_11�WALL 12" SOLID WHITE DIAGONALS AS SHOWN. &_PWALL 4" TWO-WAY YELLOW PER CAI -TRANS DETAIL 32, STD. PLAN NO. A203. 0-9WALL 4" SOLID WHITE. @—NSTXL TYPE IV (L) ARROW PER CALTRANS STD. PLAN A24A. &—NSTXL TYPE IV (R) ARROW PER CALTRANS STD. FLAN A24A. 0—INSTALL A=22 (STOP) PER CALTRANS STD. PLAN A 24D. 0—ItWALL A=31 (AHEAD) PER CALTRANS STD PLAN A 24D. @_AImPLY 12" WHITE CROSSWALK / STOPBAR MARKINGS. @—INSTALL LANE DROP MARKINGS PER DETAIL 37-8, STD. PLAN NO. A20C. 9-19WALL TYPE VI (L) ARROW PER CALTRANS STD. PLAN A24A. @-RWALL TYPE VI (R) ARROW PER CALTRANS STD. " A24A. 8—INSTALL TYPE 1(10) ARROW PER CALTRANS STD. PLAN A24A. $"-22.d"