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STRIPING NOTES (ALL STRIPING SHEETS <br />LEGEND (ALL STRIPING SHEETS) <br />1. SIGNING AND STRIPING SHALL CONFORM TO THE APPLICABLE DETAILS OF THE <br />CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) 2022 STANDARD PLANS, INSTALL NEW SIGN PER SAN JOAQUIN COUNTY STANDARDS <br />STANDARD SPECIFICATIONS, LATEST CALIFORNIA MUTCD, SIGN SPECIFICATIONS <br />SHEETS, AND THE SPECIAL PROVISIONS. EXISTING SIGN TO REMAIN UNLESS OTHERWISE NOTED <br />2. EXISTING STRIPING TO BE REMOVED FROM STATION 86+79 TO 95+68 AS SHOWN ON <br />THESE PLANS. <br />3. EXISTING STRIPING TO BE REMOVED SHALL BE DONE BY GRINDING. AFTER GRINDING, <br />SLURRY SEAL SHALL BE APPLIED TO THE AREA. <br />4. ALL STRIPING SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. ALL TRAFFIC <br />STRIPES AND PAVEMENT MARKINGS SHALL BE APPLIED AT A THICKNESS OF 0.150 <br />INCH. <br />5. ANY EXISTING STRIPING THAT CONFLICTS WITH THE PROPOSED STRIPING SHALL BE <br />REMOVED AT THE APPROVAL OF THE COUNTY ENGINEER. <br />6. ALL SIGNS AND POSTS SHALL BE INSTALLED PER CITY STANDARD 151 AND MUST <br />MEET MUTCD STANDARDS. <br />7. REMOVE SIGN POST IF ALL SIGNS ON THE POST ARE TO BE REMOVED. <br />8. INSTALL REFLECTIVE BLUE MARKERS AT EVERY FIRE HYDRANT. <br />9. ALL SIGN LOCATIONS SHALL BE VERIFIED BY FIELD INSPECTOR BEFORE INSTALLATION <br />BREAK IN AT <br />q <br />00 <br />00 <br />EXISTING PAVEMENT MARKING TO REMAIN <br />-qow� INSTALL NEW TYPE III PAVEMENT MARKING PER A24B OF CALTRANS STD PLANS (THERMOPLASTIC) <br />a INSTALL 'SIGNAL' PAVEMENT MARKING PER A24D OF CALTRANS STD PLANS (THERMOPLASTIC) <br />INSTALL 'AHEAD' PAVEMENT MARKING PER A24D OF CALTRANS STD PLANS (THERMOPLASTIC) <br />INSTALL NEW STRIPING PER DETAIL NUMBER <br />EXISTING STRIPING TO REMAIN <br />■ FIRE HYDRANT BLUE MARKERS PER TRACY STANDARD PLAN NO. 401 <br />—*14— CHANGE OF DETAIL NUMBERS <br />600' DETAIL <br />00 <br />(11'x55mph <br />IN AT <br />GENERAL NOTES: (FOR ELECTRIAL DETAIL ONLY) <br />91 <br />1. ALL WORK SHALL CONFORM TO THE 2022 STATE STANDARD PLANS AND <br />STANDARD SPECIFICATIONS, AND THE LATEST EDITIONS OF THE CAMUTCD, <br />CITY OF TRACY STANDARDS AND SPECIFICATIONS, AND THE SPECIAL <br />PROVISIONS. <br />2. SIGNAL AND LIGHTING EQUIPMENT, INCLUDING STANDARDS, PULL BOXES, <br />CONDUIT, AND DETECTORS ARE SHOWN IN THEIR APPROXIMATE <br />LOCATIONS. FINAL LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE <br />ENGINEER. THE CONTRACTOR SHALL GIVE TWO FULL WORKING DAYS <br />NOTICE TO THE ENGINEER FOR VERIFICATION. <br />3. LOOP DETECTORS SHALL BE CENTERED IN THEIR EFFECTIVE LANE WIDTHS <br />OR LOCATED THREE FEET FROM ADJACENT LANE. ALL LOOPS SHALL BE <br />INSTALLED PRIOR TO FINAL LIFT. <br />4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL EXISTING <br />UTILITIES WHETHER OR NOT THEY ARE SHOWN ON THESE PLANS. THE <br />CONTRACTOR SHALL CONTACT USA, (800) 642-2444, AT LEAST TWO <br />FULL WORKING DAYS BEFORE BEGINNING WORK. WHERE MARKINGS ARE <br />NEAR PROPOSED FOUNDATIONS, THE CONTRACTOR SHALL LOCATE <br />UNDERGROUND UTILITIES BY POTHOLING PRIOR TO EXCAVATING. <br />m <br />DETAIL 27B <br />DETAIL 27B <br />DETAIL 22 <br />ELECTRICAL DETAIL - SCALE 1"=20' <br />11' ' <br />Ti <br />12' <br />3�I <br />`--285' DETAIL 38 <br />R5-3( ECIAL) <br />LAMMERS ROAD <br />COUNTY OF SAN JOAQUIN ROW <br />J <br />pil <br />r <br />0 40' 80' <br />SCALE: 1"=40' <br />i <br />00 <br />i <br />r <br />J <br />I +00 <br />CITY OF TRACY ROW <br />} <br />m <br />z <br />0 <br />Ex. 2"c, 2#14 340' <br />214L LIMIT <br />TO <br />LINE <br />U) <br />FA---- <br />- <br />dh <br />CB <br />Ex. c, 1 dlc, 2#14 <br />RELOCATE EXISTING 1-8 FLASHING <br />RL BEACON POLE, SIGN AND EQUIPMENT <br />TO NEW FOUNDATION. INSTALL <br />AC -BERM TO PROTECT <br />IF EXISTING DETECTOR LOOP IS <br />DAMAGED DURING WIDENING THE <br />CONTRACTOR SHALL REPLACE IN <br />zaaaaa <br />KIND. <br />ELECTRICAL DETAIL - SCALE 1"=20' <br />11' ' <br />Ti <br />12' <br />3�I <br />`--285' DETAIL 38 <br />R5-3( ECIAL) <br />LAMMERS ROAD <br />COUNTY OF SAN JOAQUIN ROW <br />J <br />pil <br />r <br />0 40' 80' <br />SCALE: 1"=40' <br />i <br />00 <br />i <br />r <br />J <br />I +00 <br />CITY OF TRACY ROW <br />} <br />m <br />z <br />0 <br />U) <br />Lu <br />zaaaaa <br />m <br />z <br />0 <br />Lu <br />zaaaaa <br />QROFESS/ <br />C.D <br />w- No. 15347 <br />1 <br />3 <br />V <br />9� CAI�F�� <br />o <br />�? <br />w <br />C o o <br />w <br />C�U <br />C <br />E <br />N V <br />� a�E <br />CD <br />x <br />M <br />w <br />�� <br />Z <br />CD <br />C) <br />C) <br />Y <br />H <br />Q <br />H <br />z <br />O <br />LL <br />J <br />Q <br />QU <br />Z <br />Z <br />(D Q Q <br />Z p O <br />a Q 00-1 <br />O <br />[YLu <br />J <br />0 0 <br />z <br />Lu 2 <br />Q 2 0 <br />Q <br />Z <br />Z <br />0 <br />U <br />Q <br />DATE 07, 2023 <br />SCALE AS SHOWN <br />DESIGNER ESB <br />DRAWN BY <br />AM <br />JOB NO. A09500-475 <br />SHEET ss -1 <br />OF 6 SHEETS <br />