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Home My WebLink About2108-13STRIPING AND SIGNAGE MANGO AVENUE 1 SCALE: 1 lip=40' 19 18 r13) rl 7) r12 130' 1251 STOP BAR & "STOP", ALL DRIVEiNAYS NORTH DRWY. MANGO WEST DRWY, FOOTHILL EAST DRWY, FOOTHILL ARL.L DRWYS RIGHT TURN ARROW NORTH DRWY, MANGO WEST DRWY, FOOTHILL EAST DRWY, FOOTHILL TYPICAL DRIVEWAY 3 SIGNAGE DETAIL 161 1151 111 La + t0 0 00 + M1 EL-EDGELINE SYMBOL pm CALTRANS STD. �o NEW 4" WHITE EDGELINE.......................................... DETAIL 27B ------- EXISTING LANELINE m POINTS FOR ALL STRIPING AND MARKINGS AND SHALL BE C9 W NEW LANELINE.............................. ........................DETAIL W O / PRICE IN THE BID SHALL INCLUDE FULL COMPENSATION FOR NEW 12" CROSSWALK AND/OR LIMIT LINE ...................A -24D EXIST. -LL TO REMAIN NEW 8" WHITE LANE DROP .........--•--------•-• ...............DETAIL 37 - EXISTING DOUBLE 4" YELLOW CENTERLINE OF CALIFORNIA. - s == N -DBL YELLOW 21 NEW SINGLE 4" YELLOW CENTERLINE -•-----•---•-••-----•----DETAIL 8. 1 STRIPING AND SIGNAGE MANGO AVENUE 1 SCALE: 1 lip=40' 19 18 r13) rl 7) r12 130' 1251 STOP BAR & "STOP", ALL DRIVEiNAYS NORTH DRWY. MANGO WEST DRWY, FOOTHILL EAST DRWY, FOOTHILL ARL.L DRWYS RIGHT TURN ARROW NORTH DRWY, MANGO WEST DRWY, FOOTHILL EAST DRWY, FOOTHILL TYPICAL DRIVEWAY 3 SIGNAGE DETAIL 161 1151 111 La + t0 0 -f- r M1 � 00 + M1 EL-EDGELINE SYMBOL DESCRIPTION 0 "Jzz 0 >>�� 0 14 vz 0 + am n -o N -NB --SING N DBL YELLOW z z 3 4 N 5 6 DASHED YELLOW 7 8 cv -00 4 n N ALMETTO AVENUE N 1 m fq 3 3 z 3 +0�' !� �iaDcn . +6 m STRIPING AND SIGNAGE PALM ETTO AVEN U E @SCALE: 1 =40' 0 20 ao eo Scal e. -l"=40' Li �I STRIPING & PAVEMENT MARKING LEGEND R -REMOVE - EL-EDGELINE SYMBOL DESCRIPTION CALTRANS STD. 7, NEW 4" WHITE EDGELINE.......................................... DETAIL 27B ------- EXISTING LANELINE DBL -DOUBLE POINTS FOR ALL STRIPING AND MARKINGS AND SHALL BE NEW LANELINE.............................. ........................DETAIL 8 NEW 8" WHITE CHANNELIZING LINE .....................,-••---•DETAIL 38A PRICE IN THE BID SHALL INCLUDE FULL COMPENSATION FOR NEW 12" CROSSWALK AND/OR LIMIT LINE ...................A -24D AND THE STANDARDS AND SPECIFICATIONS FOR THE STATE : NEW 8" WHITE LANE DROP .........--•--------•-• ...............DETAIL 37 = EXISTING DOUBLE 4" YELLOW CENTERLINE OF CALIFORNIA. == NEW DOUBLE 4" YELLOW CENTERLINE .......................... DETAIL 21 NEW SINGLE 4" YELLOW CENTERLINE -•-----•---•-••-----•----DETAIL 8. 1 EXISTING TWO WAY LEFT TURN STRIPING 2. PAINTING PROCEDURE SHALL CONFORM TO THE STANDARD NEW TYPE II (R) ARROW .......................................... A -24A STOP NEW LIMIT LINE AND STOP MARKING ----••-•-••=-•••----------A-24C,A-24D SPECIFICATIONS AND THE REQUIREMENTS OF THESE NOTES. SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO THESE PLANS. ALL COSTS FOR TEMPORARY PAVEMENT e VIL \ N7 OFC A1- Unc3ergrouncJ Service Flied CaLLJOLL FREE 1- 800 422 -*4133 GENERAL NOTES: ROADWAY STRIPING R -REMOVE - EL-EDGELINE N -NEW 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNI99- 7, THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL 11. THE QUANTITY OF TRAFFIC SIGNAGE SHALL BE CONSIDERED TWLT-TWO WAY LEFT TURN AND STRIPING SHALL CONFORM TO THESE PLANS AND THE DBL -DOUBLE POINTS FOR ALL STRIPING AND MARKINGS AND SHALL BE ONE LUMP SUM ITEM, COMPLETE IN PLACE. THE LUMP SUM STANDARDS AND SPECIFICATIONS FOR THE CITY OF FONTANA : RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY PRICE IN THE BID SHALL INCLUDE FULL COMPENSATION FOR AND THE STANDARDS AND SPECIFICATIONS FOR THE STATE : THEREOF TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.: FURNISHING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT OF CALIFORNIA. FOR DOING ALL WORK INVOLVED IN, OR APPURTENANT TO, 8. TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL THE INSTALLATION OF TRAFFIC LINES AND/OR MARKINGS 2. PAINTING PROCEDURE SHALL CONFORM TO THE STANDARD CONFORM TO THE LATEST CALTRANS APPROVED SIGN AND/OR MARKERS AND TRAFFIC SIGNS AS REQUIRED ON SPECIFICATIONS AND THE REQUIREMENTS OF THESE NOTES. SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO THESE PLANS. ALL COSTS FOR TEMPORARY PAVEMENT CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC PAINTING, INCLUDING SANDBLASTING OF EXISTING LINES OR 3. PAVEMENT MARKERS AND TRAFFIC UNE (STRIPING) DIMENSIONS SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE INDICATED : MARKINGS, AND THE REMOVAL OF RAISED PAVEMENT SHALL CONFORM TO CALTRANS TRAFFIC MANUAL. : ON PLANS. MARKERS SHALL BE AT THE CONTRACTORS EXPENSE. 4. PAVEMENT LEGENDS ' AND ARROWS SHALL CONFORM TO CITY 9. MATERIALS FOR CONSTRUCTION AND INSTALLATION OF SIGNS, 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STANDARD MAINTENANCE STENCILS. POSTS, MOUNTING HARDWARE SHALL MEET CITY REQUIREMENTS. MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC REFLECTIVE SIGN SHEETING SHALL BE DIAMOND GRADE SHEETING: CONTROLS AT ALL TIMES. 5. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW FOR STOP CONTROL AND WARNING SIGNS AND HIGH SURFACING SHALL BE IN TWO (2) SEPARATE COATS. THE FIRST : INTENSITY GRADE SHEETING FOR ALL OTHERS SIGNS. 13. CONTROL POINTS OR "CAT -TRACKING' IS TO BE APPROVED COAT IS TO BE APPLIED PRIOR TO OPENING A STREET FOR : (CHECK WITH CALTRANS REQUIREMENTS FOR REFLECTIVE SIGN BY THE TRAFFIC SECTION PRIOR TO PAINTING. PUBLIC USE. A FINAL COAT IS TO BE APPLIED NO EARLIER THAN THIRTY (30) DAYS PRIOR TO ACCEPTANCE OF STREETS. SHEETING REQUIREMENTS CHANGED JAN 1 , 1992). : 14. REMOVAL OF ALL SIGNS AND LEGENDS SHALL BE IT WILL BE _ THE RESPONSIBILITY OF THE DEVELOPER TO 10. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2"x2* COORDINATED WITH THE CITY OF FONTANA TRAFFIC SECTION. MAINTAIN THE STRIPING AND PAVEMENT MARKINGS, SHOULD (12 GA.) WITH 7/16" HOLES, 1".. ON CENTERS, ON FOUR STOP SIGN AND LEGENDS WILL ` BE REMOVED ONLY BY CITY ANY ADDITIONAL COATS BE NECESSARY. SIDES THAT CAN BE PUNCHED OUT. LENGTH TO VARY WITH : FORCES. SIGN INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. 6. PAINT USED FOR TRAFFIC SIGNING, CROSSWALKS, LIMIT LINES, THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, FIVE DAYS ADVANCE WRITTEN NOTICE TO THE CRY TRAFFIC ARROWS AND PAVEMENT LEGENDS SHALL BE RAPID DRY TYPE 2 1/2" x 3Xh x 6 GAUGE,, (NON -PERFORATED). TO FIT A SECTION IS REQUIRED TO COORDINATE WORK WITH CITY PER SECTION 84-3 OF CALTRANS STANDARD SPECIFICATIONS SQUARE STEEL POST, PRE -PUNCHED AT MID -POINT OF FORCES. UNLESS NOTED OTHERWISE ON PLANS. ANCHOR WITH ONE 7/1 T HOLE ON EACH SIDE, AND AT TOP. ABBREVIATIONS FOR ROADWAY STRIPING R -REMOVE - EL-EDGELINE N -NEW LL-LANELINE EB -EASTBOUND CL-CHANNELIZATION LINE WB -WESTBOUND LD -LANE DROP NB -NORTHBOUND TWLT-TWO WAY LEFT TURN SB -SOUTHBOUND DBL -DOUBLE GENERAL NOTES: MANGO AVENUE 1. MANGO AVENUE IS TO . BE. RESURFACED ON THE EAST HALF OF THE ROADWAY. THE ASPHALT OVERLAY WILL OBLITERATE THE DOUBLE YELLOW CENTERLINE, AND THE NORTHBOUND LANE LINE. THE FOLLOWING PAVEMENT MARKINGS WILL ALSO BE OBITERATED: TWO 'SIGNAL', TWO 'AHEAD', TWO 'ONLY', AND TWO TURN ARROWS. 2. NEW STRIPING IS SHOWN ON THE MANGO PLAN TO CORRESPOND WITH THE EXISTING CONDITIONS -IN THE FIELD AT THIS TIME. LANE WIDENING ON THE EAST SIDE OF THE STREET CANNOT BE UTILIZED UNTIL THE SIGNALIZATION IMPROVEMENTS ON FOOTHILL BOULEVARD ARE IN PLACE. PALM ETTO AVEN U E 1. PALMETTO AVENUE IS TO BE RESURFACED ON THE WEST HALF OF THE ROADWAY. THE ASPHALT OVERLAY WILL OBLITERATE THE DOUBLE- YELLOW CENTERLINE. THE FOLLOWING PAVEMENT MARKING WILL ALSO BE OBLITERATED: 40 2. NEW STRIPING IS SHOWN ON THE PALMETTO PLAN TO CORRESPOND WITH THE EXISTING CONDITIONS IN THE FIELD AT THE PRESENT TIME. LANE WIDENING ON THE WEST SIDE OF THE STREET CANNOT BE UTILIZED UNTIL THE SIGNALIZATION IMPROVEMENTS ON FOOTHILL BOULEVARD ARE IN PLACE.