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HomeMy WebLinkAbout2338-3VEHICLE DETECTOR LOOP REPLACEMENT DETAIL GENERAL NOTES - THIS DETAIL 1. THE INSTALLATION OF VEHICLE DETECTOR LOOPS SHALL CONFORM TO THE PROVISIONS OF SECTION 86, "SIGNALS AND LIGHTING", OF THE STANDARD SPECIFICATIONS AND STANDARD PLANS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (JANUARY, 1988), AS MOST RECENTLY REVISED, AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE PRECISE FIELD LOCATIONS OF THE VEHICLE DETECTOR LOOPS PRIOR --TO SAWCUTTING. 3. LOOP DETECTOR CONDUCTORS SHALL BE TYPE 1. 4. LOOP DETECTOR CONFIGURATION WILL BE TYPE A PER �56 LOOPS WILL HAVE THREE LOOPS OF DETECTOR CONDUCTOR AND BE SPACED 10 F ET,, "APART. GENERAL NOTES - THIS DETAIL 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND 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 CITY OF FONTANA STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED BETWEEN FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRST COAT. 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 CITY 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. CONTROL POINTS OR "CAT—TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION PRIOR TO PAINTING. 9. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. 10. REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGN AND LEGENDS WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECTION IS REQUIRED TO COORDINATE WORK WITH CITY FORCES. 11. EXACT LOCATION OF ALL INSTALLED EQUIPMENT AND TRAFFIC CONTROL DEVICES TO BE DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER. FONTANA � I I Q _ — �EX. R2(45) N / EX. R35 R18 RT gW l� INSTALL OVER EXIST. LANE LINE 8@ CS ol O / FONTANA i < >AVENUE 71 x / /_— ���1--_— ,�7 F` �7 LEAVE IN TO .CIS XREUSE PREVENTDEAD AREA Z. EXIST.—OUT & DLC. G� / -1 F_ -ton - -kf X, / / L_J L_J ABAND. EX. LOOPS 4 EA. J;2 / I */ f • A v / I - i -1 h Lj LZ_ _J / /LZ- 3 N I I I I L_J L_J 3---� / / / - - - - - - - - - - - - -f�- - - - - - - - - - - - - - - - F_--1 I I L -J L - _;----- - - - - ---- - - - - AL - To P ^S\ o I / / < < IN cj P S / SIGNING AND STRIPING DETAI'L- LEGEND - THIS DETAIL b ESTIMATED QUANTITIES NEW OR RELOCATE se REMOVAL QUAN. PAVEMENT MARKINGS QUAN. SIGNS * QUAN. 4" LANE LINE 70 LF 4 4" SOLID WHITE 130 LF R7 2 EA 8" WHITE 75 LF 8" SOLID WHITE 400 LF R10 RT 1 EA 12" WHITE STOP BAR 20 LF cS 8" CHEVRON STRIPE 160 LF R18 RT 2 EA DBL. YELLOW 400, Lr W 12" SOLID WHITE 40 LF R26(S) 1 EA "STOP" LEGEND 1. EA DOUBLE YELLOW 400 LF R28(S—RT) 1 EA PVMT. ARROW 2 EA PVMT. ARROW 8 EA R28(S—LT) 1 EA RL RELOCATE`" QUAN. "STOP" LEGEND 1 EA R34 1 EA R1 & SNS- 1 EA EXISTING CONFLICTING STRIPING 0 0 R41 2 EA R2(4Q,)�-- 1 EA TYPE N 2 EA F-1 DELINEATOR 8 EA FONTANA i < >AVENUE 71 x / /_— ���1--_— ,�7 F` �7 LEAVE IN TO .CIS XREUSE PREVENTDEAD AREA Z. EXIST.—OUT & DLC. G� / -1 F_ -ton - -kf X, / / L_J L_J ABAND. EX. LOOPS 4 EA. J;2 / I */ f • A v / I - i -1 h Lj LZ_ _J / /LZ- 3 N I I I I L_J L_J 3---� / / / - - - - - - - - - - - - -f�- - - - - - - - - - - - - - - - F_--1 I I L -J L - _;----- - - - - ---- - - - - AL - To P ^S\ o I / / < < IN cj P S / SIGNING AND STRIPING DETAI'L- LEGEND - THIS DETAIL b SIGN — NEW OR RELOCATE SIGN — EXISTING, TO REMAIN UNLESS NOTED OTHERWISE 0I INSTALL SIGN, ON NEW POST RL RELOCATE SIGN, ON TO NEW POST 4W INSTALL 4" SOLID WHITE EDGE STRIP ES INSTALL 4" SOLID WHITE EDGE STRIP. 8W INSTALL 8" SOLID WHITE CHANNELIZATION STRIP UW INSTALL 12" SOLID WHITE STOP BAR DY INSTALL DOUBLE YELLOW STRIP INSTALL 8" SOLID WHITE CHEVRON STRIPE CS IN GORE AREA o INSTALL PAVEMENT ARROW, USE CITY STD. TEMPLATES STOP INSTALL "STOP" LEGEND, USE CITY STD. TEMPLATES 0 `'- SB REMOVE/SANDBLAST EXISTING CONFLICTING STRIPING 0 0 co 0 sm * — ALL NEW SIGNS SHALL BE STANDARD SIZE AND REFLECTORIZED Fors f2Ev►5►oN & oJl`lf OLE A\/E* R DRAWN BY: MSD DESIGNED BY: PREP/AR UNDER THE U RVISI N OF: MSD CHECKED BY: DATE REVISIONS ENGR'S CITY PPROVAL DATE APPROVAL DATE 3 of 3 - NoT "USfcD I ot I-ont-ana, California) VEHICLE DETECTOR LOOP DETAIL SIGNING & STRIPING PF�TAIL ( PAR ---L MAP r1D. iIbin FONTANA AVENUE APPROVED BY: -lee, //•3v• 9¢ ENGINEER RCE DATE SCALE: PER DETAIL DATE: 11/94 DWG. N0. SHEET /,7 A"