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Home My WebLink About3381-3i SIGNING AND STRIPING GENERAL NOTES 1 ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DATED JULY 1992 (NON METRIC EDITION) 2 PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 3 PAVEMENT MARKINGS SHALL MATCH 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. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST 5 CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PALNS. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE 6 SHOWN, PER CITY STD. DETAIL 139. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, 7 TRAFFIC SIGNS OR OTHER TRAFFIC CONTROL AT ALL TIMES. CONTROL POINTS OR "CAT—TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 8 WORKING DAYS PRIOR TO THE STRIPING APPLICATION. CROSSWALKS SHALL HAVE 3.0408 m BETWEEN CENTERLINE OF 304.8 mm STRIPES 9 PER CITY STANDARD DETAIL 1006. ALL TEMPORARY STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED IN TWO(2) 10 SEPARATE COATS. A FINAL COAT IS TO BE APPLIED BETWEEN SEVEN(7) AND FOURTEEN(14) DAYS AFTER THE FIRST COAT. 9 25 SCALE 1:500 SIGNING AND STRIPING NOTES 21 APPLY CALTRANS STANDARD PAVEMENT MARKING AS NOTED ON PLAN. (@P INSTALL SIGN(S) ON POST AS SHOWN ON PLAN. (@S INSTALL SIGN(S) ON STREET LIGHT STANDARD AS SHOWN ON PLAN. 50 23 APPLY 101.6 mm WHITE EDGELINE. 24 APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 38 TO USE TYPE C REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. 25 APPLY CALTRANS STANDARD STRIPING DETAIL 39. 26 APPLY CALTRANS STANDARD STRIPING DETAIL 38. 27 APPLY CALTRANS STANDARD STRIPING DETAIL 29. 28 APPLY CALTRANS STANDARD STRIPING DETAIL 39A. 29 APPLY SOLID 304.8 mm WHITE LIMIT LINE OR CROSSWALK. 30 APPLY SOLID 101.6 mm WHITE STRIPE, PER DETAIL 1, HERE -ON. 31 APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 12 TO USE TYPE C REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. 33 APPLY CALTRANS STANDARD STRIPING DETAIL 376. 75 E E I i SIGNING AND STRIPING GENERAL NOTES 1 ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DATED JULY 1992 (NON METRIC EDITION) 2 PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 3 PAVEMENT MARKINGS SHALL MATCH 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. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST 5 CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PALNS. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE 6 SHOWN, PER CITY STD. DETAIL 139. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, 7 TRAFFIC SIGNS OR OTHER TRAFFIC CONTROL AT ALL TIMES. CONTROL POINTS OR "CAT—TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 8 WORKING DAYS PRIOR TO THE STRIPING APPLICATION. CROSSWALKS SHALL HAVE 3.0408 m BETWEEN CENTERLINE OF 304.8 mm STRIPES 9 PER CITY STANDARD DETAIL 1006. ALL TEMPORARY STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED IN TWO(2) 10 SEPARATE COATS. A FINAL COAT IS TO BE APPLIED BETWEEN SEVEN(7) AND FOURTEEN(14) DAYS AFTER THE FIRST COAT. 9 25 SCALE 1:500 SIGNING AND STRIPING NOTES 21 APPLY CALTRANS STANDARD PAVEMENT MARKING AS NOTED ON PLAN. (@P INSTALL SIGN(S) ON POST AS SHOWN ON PLAN. (@S INSTALL SIGN(S) ON STREET LIGHT STANDARD AS SHOWN ON PLAN. 50 23 APPLY 101.6 mm WHITE EDGELINE. 24 APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 38 TO USE TYPE C REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. 25 APPLY CALTRANS STANDARD STRIPING DETAIL 39. 26 APPLY CALTRANS STANDARD STRIPING DETAIL 38. 27 APPLY CALTRANS STANDARD STRIPING DETAIL 29. 28 APPLY CALTRANS STANDARD STRIPING DETAIL 39A. 29 APPLY SOLID 304.8 mm WHITE LIMIT LINE OR CROSSWALK. 30 APPLY SOLID 101.6 mm WHITE STRIPE, PER DETAIL 1, HERE -ON. 31 APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 12 TO USE TYPE C REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. 33 APPLY CALTRANS STANDARD STRIPING DETAIL 376. 75 E E O N O T 00 ®04 _� 0 _ 3.6m °' o N E - E fia 15m N o_ Z N DIRECTION TYPE C OF TRAVEL WHITE PVMT. RED—CLEAR STRIPING REFLECTIVE DETAIL 1 W —W PAVM'T. MARKERN.T.S. 00 ai E ;= a DIRECTION ®o T �~ OF TRAVEL 15m DIRECTION TYPE D YELLOW PVMT. OF TRAVEL TWO-WAY STRIPING YELLOW REFLECTIVE DETAIL 2 PAVM'T. MARKER N.T.S. 111 � etric DIST. I COUNTY ROUTE^IL A G 1 GR V T aNGt f SH PAL EETS 08 SBd 210 1 3 3 6,,4 4".." , . z . "? 17 %p AARON THOMW SKEERS DATE R,C,E 62183 EX 9-30-05 No. 62183, _ Exp, 9-30-05 � qTE' CIV1�- ¢�ti R/C4A200 S4"D0V4L R.C.E. 61152 CITY C-A1(34Z DATE APPROVED CITY OF FONTANA MAD❑LE AND ASSOCIATES, INC. 8353 SIERRA AVENUE 10601 CHURCH STREET, STE. 107 FONTANA, CA 92335 RANCHO CUCAMONGA, CA 91730 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET, CALTRANS NOV HAS A _ WEB SITE! TO GET TO THE WEB SITE, GO TO HTTP+//VVV,DOT,CA.GOV ALL DISTANCE ARE IN METERS UNLESS NOTED OTHERWISE COORDINATES AND BEARING ARE ON CCS83 ZONE V. DISTANCES AND STATIONING ARE GRID DISTANCES. MULTIPLY BY 1.00009175 TO OBTAIN GROUND DISTANCES. GRID WAS ESTABLISED FROM N.G.S. TRIANGULATION STATIONS— DAYON (CADT) THIRTY (CADT) TRI—CITY (CGS) SUPPLEMENTARY INFORMATION MAY BE OBTAINED FROM THE DISTRICT OFFICE, SURVEY BRANCH OR RIGHT OF WAY ENGINEERING BRANCH 4; 2nd submittal dated 03-10-03 3 8 / 5; J:\82641631Citrvs Ave\CitrusMetric\citMetStroa.dwa_ 06/02/2003 1_0.:40:54 AM. JV 4.9m O 3.6m 00 ®04 _� 0 _ 3.6m °' o N Li r4 3.6m rn Z 3.6m • 4.Om ° N N W —W M O 4.6m o 't 00 ai 2 cy- CL 2nd submittal dated 03-10-03 3 8 / 5; J:\82641631Citrvs Ave\CitrusMetric\citMetStroa.dwa_ 06/02/2003 1_0.:40:54 AM. JV