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N <br />0 50 100 150 <br />SIGN PANEL SIZE <br />LEGEND <br />A <br />= TEMPORARY SIGN STAND <br />= TRAFFIC FLOW DIRECTION 48" X 48" <br />= CHANNELIZER (SPACING PER TABLE 1 ON CALTRANS STD PLAN T9) <br />L <br />N <br />DTE <br />A <br />S <br />T <br />OF C AGRESTEREFPROESSO <br />F NIARO ERE <br />GENN <br />AL <br />II <br />I <br />I12/21/20 <br />= PORTABLE FLASHING BEACON Exp. 9/30/21 <br />No. 81219 <br />ERNESTO CASILLAS <br />CIVIL <br />CONTRACTOR NOTES: <br />1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL <br />DEVICES (MUTCD) AND CALTRANS STANDARD PLANS AND SPECIFICATIONS. <br />2.CALTRANS, THE LOCAL FIRE DEPARTMENT, SHERIFF/POLICE DEPARTMENT, CALIFORNIA HIGHWAY PATROL, LOCAL SCHOOL <br />DISTRICT, 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 THE <br />CONTRACTOR'S OPERATION. THIS REPAIR SHALL INCLUDE ALL CONSTRUCTION AND MATERIALS TO RESTORE THE SITE TO EXISTING <br />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 OCCUPIED <br />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. PACIFIC GAS & ELECTRIC COMPANY ASSUMES NO LIABILITY WHEN CONTRACTOR DOES OWN SET UP OR MAKES CHANGES TO THE <br />ORIGINAL TRAFFIC CONTROL PLAN. <br />10.STATE/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 />FOR THIS SHEET <br />TRAFFIC CONTROL <br />24/7 SETUP <br />FOR DURATION OF PROJECT <br />= TEMPORARY 20' CONCRETE RAIL (TYPE K) <br />= CRASH CUSHION (ABSORB NCHRP 350 10-ELEMENT SYSTEM) <br />48" X 24"D <br />COUNTY POST MILE SHEET <br />NO <br />TOTAL <br />SHEET <br />14.912SJ10 2 2 <br />ROUTEDIST. <br />500'500'500' <br />50' <br />180' SHOULDER TAPER 20' <br />100'400' <br />500' <br />60' <br />10:1 K-RAIL <br />TAPERSHOULDER <br />WORK <br />W21-5 <br />A <br />SHOULDER <br />CLOSED <br />C30A (CA) <br />A <br />W20-1 <br />A <br />WORK <br />ROAD <br />AHEAD <br />W20-1 <br />A <br />WORK <br />ROAD <br />AHEAD <br />W20-1 <br />A <br />WORK <br />ROAD <br />AHEAD <br />ROAD WORK <br />END <br />D <br />G20-2 <br />ROAD WORK <br />END <br />D <br />G20-2 <br />TYPICAL CROSS SECTION OF HWY-12 <br />(LOOKING EAST) <br />NOT TO SCALE <br />WORK ZONE <br />11' +/- SHOULDER <br />12' +/- LANE 12' +/- LANE <br />K-RAIL <br />EP ETW ETW <br />10' +/- SHOULDER <br />2'+/- <br />APPROX <br />CALTRANS <br />ROW <br />APPROX <br />CALTRANS <br />ROW <br />E MIRA VISTA LN <br />VIEW LNHWY-12 (45 MPH) <br />87,000 SQFT <br />WORK AREA <br />8' X 8' <br />EXCAVATION