Laserfiche WebLink
N <br />AUSTIN RDSEE SHEET 2W RIPON RD (55 MPH) <br />0 50 100 150 <br />SIGN PANEL SIZE <br />D <br />LEGENDCONTRACTOR NOTES: <br />1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC <br />CONTROL DEVICES (MUTCD) AND CALTRANS STANDARD PLANS AND SPECIFICATIONS. <br />2. THE LOCAL FIRE DEPARTMENT, SHERIFF/POLICE DEPARTMENT, CALIFORNIA HIGHWAY PATROL, LOCAL SCHOOL DISTRICT, <br />TRANSIT SERVICE PROVIDERS AND UNITED STATES POSTAL SERVICE SHALL BE NOTIFIED 72 HOURS IN ADVANCE OF <br />CONSTRUCTION WORK. <br />3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS RESULTING FROM <br />THE CONTRACTOR'S OPERATION. THIS REPAIR SHALL INCLUDE ALL CONSTRUCTION AND MATERIALS TO RESTORE THE SITE TO <br />EXISTING CONDITIONS. <br />4. EACH ADVANCED WARNING SIGN ON EACH SIDE OF THE ROADWAY SHALL BE EQUIPPED WITH AT LEAST TWO FLAGS. FLASHING <br />BEACONS SHALL BE PLACED AT THE LOCATION INDICATED FOR LANE CLOSURE DURING HOURS OF DARKNESS. <br />5. ALL WORKERS SHALL BE EQUIPPED WITH A REFLECTIVE VEST AND HARD HAT. ALL FLAGGERS SHALL ALSO BE EQUIPPED WITH A <br />C28 "STOP/SLOW" PADDLE AND SHALL BE TRAINED IN THE PROPER FUNDAMENTALS OF FLAGGING TRAFFIC. <br />6. NO PARKING SIGNS SHALL BE PLACED 72 HOURS PRIOR TO SET UP. SIGNS SHALL BE POSTED EVERY 20 LINEAR FEET OF <br />OCCUPIED SPACE WITH AT LEAST ONE SIGN AT EACH END OF OCCUPIED SPACE. <br />7. ANY CONFLICTING SIGNS WILL BE COVERED FOR THE LENGTH OF THE JOB. <br />8. CONTRACTOR SHALL MAINTAIN EMERGENCY VEHICLE AND DRIVEWAY ACCESS AT ALL TIMES. <br />9. Y&C TRANSPORTATION CONSULTANTS, INC. ASSUMES NO LIABILITY WHEN CONTRACTOR DOES OWN SET UP OR MAKES CHANGES <br />TO THE ORIGINAL TRAFFIC CONTROL PLAN. <br />10. COUNTY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY. <br />11. CONTRACTOR SHALL PLATE EXCAVATED AREA DURING NON-WORKING HOURS. <br />A <br />= TEMPORARY SIGN STAND <br />= TRAFFIC FLOW DIRECTION 48" X 48" <br />48" X 24" <br />= CHANNELIZER (SPACING PER TABLE 1 ON CALTRANS STD PLAN T9) <br />12/09/19= PORTABLE FLASHING BEACON <br />= CRASH CUSHION (ABSORB NCHRP 350 10-ELEMENT SYSTEM) <br />= TEMPORARY 20' CONCRETE RAIL (TYPE K) <br />TYPICAL CROSS SECTION OF W RIPON RD <br />(LOOKING WEST)NOT TO SCALE <br />WORK ZONE <br />12' +/- LANE 12' +/- LANEEP EP <br />ROAD WORK <br />END <br />D <br />G20-2 <br />ROAD WORK <br />END <br />D <br />G20-2 <br />50' <br />TAPER <br />160' TANGENT 800' TANGENT <br />250' <br />FOR THIS SHEET <br />TRAFFIC CONTROL <br />ONE DAY SETUPK-RAIL INSTALL/REMOVAL <br />K-RAIL INSTALLATION/REMOVAL <br />500'250' <br />250' <br />250'250' <br />= RUMBLE STRIP (SEE SHEET T13 ON CALTRANS STD PLAN)250'250'500'500'C45 (CA) <br />A <br />BE <br />PREPARED <br />TO STOP <br />W3-4 <br />A <br />C9A (CA) <br />A <br /> AHEAD <br />ONE LANE <br /> ROAD <br />W20-4 <br />A <br />W20-1 <br />WORK <br />ROAD <br />AHEAD <br />A <br />RUMBLE <br />STRIPS <br />W20-1 <br />WORK <br />ROAD <br />AHEAD <br />A <br />C45 (CA) <br />A <br />RUMBLE <br />STRIPS <br />BE <br />PREPARED <br />TO STOP <br />W3-4 <br />A <br />C9A (CA) <br />A <br />CHANNELIZER <br />250'250'500'500'ROAD WORK <br />END <br />D <br />G20-2 <br />W20-1 <br />WORK <br />ROAD <br />AHEAD <br />A <br />C45 (CA) <br />A <br />RUMBLE <br />STRIPS <br />BE <br />PREPARED <br />TO STOP <br />W3-4 <br />A <br />C9A (CA) <br />A <br />Exp. 3/31/20 <br />No. 44611 <br />K. DANIEL YAU <br />L <br />N <br />DTE <br />A <br />S <br />T <br />OF C A <br />CIVILGRESTEREFPROESSO <br />F NIARO ERE <br />GENN <br />AL <br />II <br />I <br />I30' x 8' EXCAVATION <br />6' x 6' EXCAVATION <br />6' x 6' EXCAVATION <br />85' x 20' WORK AREA <br />300' x 25' WORK AREA