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PHASE 01 OF 07 <br />37 E HOSPITAL RD <br />E HOSPITAL RD & HARLAN RD <br />MH # 1141 ACCESS <br />2016 MAW.C.H. PAGE: 30 <br />HARLAN RD <br />25MPH <br />ROAD I ENO <br />WORK ROAD WORK <br />�HFAD II C20-2 <br />W20 -I <br />ci <br />G20-2 <br />QZLL n 10' 10' <br />DIRT <br />Q <br />I It 4. § $ I <br />10' y 12' MAX <br />N DIRT <br />O 100' L WORK 11• 1Q• <br />1 ZONE <br />W MH # 1141 <br />ROAD <br />WORK <br />AHEAD o o ROAD <br />END WORK <br />W20 -I ROAD WORN AHEAD <br />G20-2 <br />W20-1 <br />HARLAN RD <br />25MPH <br />TRAFFIC CONTROL PLANS GENERAL NOTES <br />1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALIFORNIA MANUAL ON UNIFORM <br />TRAFFIC CONTROL DEVICES (MUTCD) LATEST EDITION. 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL 8E DIRECTED 8Y THE <br />ENGINEER BASED UPON CONSTRUCTION CONDITIONS. <br />2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, <br />STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD PLAN A-20, DETAILS. <br />3. THE <br />CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES, <br />AND DRIVEWAYS AT ALL TIME. <br />4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON <br />ALL TYPE III BARRICADES GUARDING THE WORK AREA OVERNIGHT. <br />5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE <br />6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, <br />REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, <br />AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE <br />THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH-INTENSITY <br />REFECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. <br />12, MOVE DELINEATORS AND/OR CONES TO SIDEWALK DURING NON -WORKING <br />HOURSREMOVE BARRICADES ETC. FROM TRAVEL LANE. <br />. <br />13. REMOVE OR TURN OFF SIGNS DURING NON -WORK HOURS. <br />14. <br />THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, <br />DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC <br />ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED <br />BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF <br />NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL <br />BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE <br />REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER AND/OR STATE INSPECTOR. <br />15. HALF ROAD CLOSURE REQUIRES APPROVAL FROM DEPARTMENT OF PUBLIC WORKS <br />UPON COMPLETION OF EXCAVATION, CONTRACTOR SHALL RESTORE ANY PAVEMENT <br />MARKINGS AND STRIPING THAT WERE REMOVED DURING CONSTRUCTION. <br />ETC <br />16. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES TO TRAFFIC SIGNAL EQUIPMENT <br />7. 17 CONTRACTOR SHALL CONTACT TRANSIT AUTHORITY 72 HOURS PRIOR TO START OF WORK TO <br />DURING CONSTRUCTION. TEMPORARY RELOCATE BUS STOP. <br />e. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY 18. ALL EXCAVATIONS SHALL BE BACKFILLED OR TRENCHPLATED AT THE END OF EACH <br />INSTALLED PRIOR TO COMMENCING CONSTRUCTION. WORK DAY. ASPHALT RAMP SHALL BE PLACED AROUND EACH TRENCHPLATE TO <br />9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE PREVENT THE PLATE FROM BEING DISLODGED. CONTRACTOR SHALL MONITOR <br />TRENCHPLATES DURING NON -WORKING HOURS TO ENSURE THAT THEY DO NOT <br />AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. BECOME DISLODGED. <br />O. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN 19. TEAR DOWN AND SET UP TEMPORARY TRAFFIC CONTROL DEVICES DAILY. <br />THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY 20, CONTRACTOR SHALL CONTACT FIVE BUSINESS DAYS <br />ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES PRIOR TO CONSTRUCTION TO POST TEMPORARY NO PARKING SIGNS AND COVER <br />DURING CONSTRUCTION. PARKING METERS. <br />LEGEND: <br />=WORKAREA <br />•� =CONE WITH SIGN <br />• =TRAFFIC CONE <br />*-< = HIGH LEVEL WARNING DEVICE <br />i =SIGN ON TEMPORARY STAND <br />P.T.T.A. N. S.S =POST TEMPORARY TOW AWAY <br />NO STOPPING SIGNS <br />® = EXISTING DRIVEWAY <br />>-<= TYPE II BARRICADE <br />>__X <br />= TYPE It BARRICADE W / SIGN <br />R/C <br />= EXISTING RED CURB <br />a <br />=EXISTING SIGN <br />SUCH AS LOOP DETECTORS, CONDUIT, <br />=DOUBLE YELLOW LANE LINES <br />H <br />=TYPE IN BARRICADES <br />=EXISTING STRIPING <br />' 1 <br />I�I <br />=TYPE IN BARRICADES W/SIGN <br />QS <br />=SIGNALIZED INTERSECTION <br />=FLASHING ARROW BOARD <br />=> <br />=EXISTING LANE FLOW DIRECTION <br />=FLAGMAN <br />H <br />= DIRECTION OF TRAFFIC FLOW <br />LEGEND: <br />=WORKAREA <br />•� =CONE WITH SIGN <br />• =TRAFFIC CONE <br />*-< = HIGH LEVEL WARNING DEVICE <br />i =SIGN ON TEMPORARY STAND <br />P.T.T.A. N. S.S =POST TEMPORARY TOW AWAY <br />NO STOPPING SIGNS <br />® = EXISTING DRIVEWAY <br />>-<= TYPE II BARRICADE <br />>__X <br />= TYPE It BARRICADE W / SIGN <br />R/C <br />= EXISTING RED CURB <br />a <br />=EXISTING SIGN <br />=DOUBLE YELLOW LANE LINES <br />H <br />=TYPE IN BARRICADES <br />=EXISTING STRIPING <br />' 1 <br />I�I <br />=TYPE IN BARRICADES W/SIGN <br />QS <br />=SIGNALIZED INTERSECTION <br />=FLASHING ARROW BOARD <br />=> <br />=EXISTING LANE FLOW DIRECTION <br />=FLAGMAN <br />H <br />= DIRECTION OF TRAFFIC FLOW <br />COUNTY OF <br />SAN JOAQUIN <br />