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N0 50 100 150 <br />SIGN PANEL SIZE <br />D <br />LEGEND <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 />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 <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. 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.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 />500'220' SHOULDER TAPER <br />500' <br />500' <br />SHOULDER <br />WORK <br />W21-5 <br />A <br />W20-1 <br />A <br />WORK <br />ROAD <br />AHEAD <br />ROAD WORK <br />END <br />D <br />G20-2 <br />W20-1 <br />A <br />WORK <br />ROAD <br />AHEAD <br />ROAD WORK <br />END <br />D <br />G20-2 <br />13,600 SQFT <br />WORK AREA <br />FRAC <br />TANK <br />6' X 18' <br />EXCAVATION <br />LOWER SACRAMENTO RD (55 MPH) <br />140'90' <br />60' <br />10:1 K-RAIL <br />TAPER <br />= TEMPORARY 20' CONCRETE RAIL (TYPE K) <br />= CRASH CUSHION (ABSORB NCHRP 350 10-ELEMENT SYSTEM) <br />TYPICAL CROSS SECTION OF LOWER SACRAMENTO RD <br />(LOOKING NORTH) <br />NOT TO SCALE <br />WORK ZONE <br />4' +/- SHOULDER <br />12' +/- LANE 12' +/- LANE <br />K-RAIL <br />EP ETW ETW <br />4' +/- SHOULDER <br />FOR THIS SHEET <br />TRAFFIC CONTROL <br />24/7 SETUP <br />FOR DURATION OF PROJECT