Laserfiche WebLink
N <br />0 50 100 150 <br />SIGN PANEL SIZE <br />D <br />LEGEND <br />A= TEMPORARY SIGN STAND <br />= TRAFFIC FLOW DIRECTION 48" X 48" <br />48" X 24"= CHANNELIZER (SPACING PER TABLE 1 ON CALTRANS STD PLAN T9) <br />L <br />N <br />DTEA <br />ST <br />OF CAGRESTEREFPROESSO FNIAROERE <br />G <br />ENN <br />AL <br />II <br />I <br />I05/20/21 <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 DEVICES (MUTCD) AND CALTRANS STANDARD PLANS AND <br />SPECIFICATIONS. <br />2. THE LOCAL FIRE DEPARTMENT, SHERIFF/POLICE DEPARTMENT, CALIFORNIA HIGHWAY PATROL, LOCAL SCHOOL DISTRICT, TRANSIT SERVICE PROVIDERS AND UNITED STATES POSTAL SERVICE SHALL BE <br />NOTIFIED 72 HOURS IN ADVANCE OF CONSTRUCTION WORK. <br />3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS RESULTING FROM THE CONTRACTOR'S OPERATION. THIS REPAIR SHALL INCLUDE ALL <br />CONSTRUCTION AND MATERIALS TO RESTORE THE SITE TO EXISTING CONDITIONS. <br />4. EACH ADVANCED WARNING SIGN ON EACH SIDE OF THE ROADWAY SHALL BE EQUIPPED WITH AT LEAST TWO FLAGS. FLASHING BEACONS SHALL BE PLACED AT THE LOCATION INDICATED FOR LANE <br />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 C28 "STOP/SLOW" PADDLE AND SHALL BE TRAINED IN THE PROPER <br />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 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 ORIGINAL TRAFFIC CONTROL PLAN. <br />10. CITY 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 />12. CONES SHOWN ON PLAN ARE FOR ILLUSTRATION PURPOSES ONLY. EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON THE POSTED SPEED, TANGENT LENGTHS, TAPER LENGTHS, CONFLICTING <br />SECTIONS, AND ACTUAL FIELD CONDITIONS. <br />13. PLAN IS ACCURATE FOR TRAFFIC CONTROL WORK ONLY. EXCAVATION LOCATION IS APPROXIMATE AND FOR REFERENCE ONLY. <br />14. LIGHT TOWERS SHALL BE USED AT FLAGGER STATIONS AND WORK AREAS WHEN WORK IS AT NIGHT OR ENCROACHES THE HOURS OF DARKNESS. <br />15. NOTHING ALLOWED IN BUFFER OR TRANSITION AREAS UNLESS OTHERWISE SHOWN ON THE PLAN. <br />TYPICAL CROSS SECTION OF EIGHT MILE RD <br />(LOOKING WEST)NOT TO SCALE <br />WORK ZONE <br />2' +/- <br />12' +/- LANE 12' +/- LANE <br />K-RAIL <br />EP ETW ETW <br />2' +/- <br />EP <br />FOR THIS SHEET <br />TRAFFIC CONTROL <br />ONE-SHIFT SETUP <br />(K-RAIL INSTALL/REMOVAL) <br />= TEMPORARY 20' CONCRETE RAIL (TYPE K) <br />= CRASH CUSHION (ABSORB NCHRP 350 TL-3 9-ELEMENT SYSTEM) <br />CONE <br />250' <br />= RUMBLE STRIP (SEE SHEET T13 ON CALTRANS STD PLAN) <br />250'250'250'500'250'250'250'250'500' <br />100' TAPER250' <br />250'495' BUFFER <br />100' TAPER <br />250' <br />BEPREPAREDTO STOP <br />W3-4 <br />A <br />C9A (CA) <br />A <br /> AHEAD <br />ONE LANE ROAD <br />W20-4 <br />A <br />C45 (CA) <br />A <br />RUMBLE <br />STRIPS <br />W20-1 <br />WORK <br />ROAD <br />AHEAD <br />A <br />ROAD WORKEND <br />D <br />G20-2 <br />ROAD WORKEND <br />D <br />G20-2 <br />C45 (CA) <br />A <br />BEPREPAREDTO STOP <br />W3-4 <br />A <br />C9A (CA) <br />A <br /> AHEAD <br />ONE LANE ROAD <br />W20-4 <br />A <br />W20-1 <br />WORK <br />ROAD <br />AHEAD <br />A <br />RUMBLE <br />STRIPS <br />EIGHT MILE RD (55 MPH) <br />K-RAIL TO BE <br />INSTALLED <br />PROJECT NOTES <br />1 PROVIDE ADDITIONAL FLAGGER AS NECESSARY. <br />1