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CALTRANS RAN / <br />o <br />1 <br />► S ! t i <br />T <br />d <br />x <br />k <br />$11 <br />Y <br />4 <br />t <br />)( <br />> <br />C45 (CA <br />1 <br />1 <br />8',xXCAVATION' <br />t <br />} <br />a <br />} <br />$ <br />{ <br />Geo z <br />❑ J <br />\ <br />40'x 75 <br />i 1 <br />i <br />3 <br />r <br />+ <br />1 <br />j4 <br />$ <br />4 <br />r <br />; t( <br />1 <br />a <br />PREPARED <br />• <br />ONE LANE <br />ROAD <br />r <br />1 <br />i <br />$ <br />:0 STOP <br />RUMBLE <br />WORK <br />END _ <br />STAGING AREA <br />} <br />T <br />) <br />_ <br />a <br />} <br />i <br />t <br />y <br />y t <br />i <br />} <br />ROAD, <br />STRIPS. <br />ROAD WORK / 111111 <br />X <br />1 <br />1 <br />! <br />r <br />l <br />a <br />III <br />] <br />1 <br />} <br />t <br />1 <br />i <br />.Y <br />$ <br />: <br />} <br />r AHEAD <br />AHEAD <br />_ _ <br />y <br />i <br />t <br />r <br />1 t <br />1 <br />>� <br />- <br />❑ r— <br />❑ <br />500' I 250' 250' 250' <br />, <br />500' BUFFER <br />❑ <br />❑ <br />❑ <br />A <br />❑ <br />250' 250' GUARD RD •. <br />III <br />III 250' <br />250^ <br />_ <br />TR' <br />IN GUARD <br />RU <br />—� <br />��, III I III <br />_ _ _ _ <br />! • - <br />500' TANGENT <br />100' TAPER <br />250' <br />250' <br />250' 500' <br />C45 (CA) C9A (CA) <br />T <br />W2o-4 <br />W20-1 I <br />I <br />W3-4 <br />G20-2 <br />RUMBLE • I <br />I <br />ROAD STRIPS ONE LANE o <br />BE <br />END <br />ROAD I <br />PREPARED <br />ROAD WORK <br />WORK AHEAD <br />TO STOP <br />APPROX, <br />CALTRANS <br />R/W <br />AHEAD <br />❑ <br />FA]❑ W3 4 I <br />I <br />I <br />C9A <br />�. <br />- <br />_ <br />I <br />(CA) <br />BE <br />0 <br />A❑ <br />PREPARED <br />TO STOP o <br />❑I <br />A I <br />I <br />C45 <br />— <br />(CA) <br />A <br />APPROX, CALTRANS RAN I <br />I <br />RUMBLE <br />o <br />N <br />STRIPS <br />W20-1 <br />G20-2 <br />❑ ROAD <br />END + <br />i <br />WORK <br />ROAD WORK o <br />I <br />AHEAD <br />a <br />❑ <br />T� <br />A <br />I <br />I <br />0 <br />50 <br />100 <br />150 <br />CONTRACTOR NOTES: <br />LEGEND <br />1. <br />ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC <br />SIGN PANEL SIZE <br />CONTROL DEVICES(MUTCD) AND CALTRANS STANDARD PLANS AND SPECIFICATIONS. <br />=TRAFFIC FLOW <br />DIRECTION <br />A❑ <br />48" X 48" <br />pgOFESS1pNq� <br />2, <br />CALTRANS, THE LOCAL FIRE DEPARTMENT, SHERIFFIPOLICE DEPARTMENT, CALIFORNIA HIGHWAY PATROL, LOCAL SCHOOL <br />T =TEMPORARY SIGN <br />STAND <br />�a <br />DISTRICT, TRANSIT SERVICE PROVIDERS AND UNITED STATES POSTAL SERVICE SHALL BE NOTIFIED 72 HOURS IN ADVANCE OF <br />❑.$ <br />D <br />48" X 24" <br />�� <br />2 <br />CONSTRUCTION WORK. <br />= CHANNELIZER <br />(SPACING PER <br />TABLE 1 <br />ON <br />CALTRANS <br />STD <br />PLAN T9) <br />w <br />ro cA <br />s m <br />3. <br />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 />= PORTABLE <br />FLASHING <br />BEACON <br />D�1y <br />>f <br />EXISTING CONDITIONS. <br />CIVIL <br />�p <br />4. <br />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 />CAL�EpP� <br />5, <br />ALL WORKERS SHALL BE EQUIPPED WITH A REFLECTIVE VEST AND HARD HAT. ALL FLAGGERS SHALL ALSO BE EQUIPPED WITH A <br />06/03/19 <br />C28 "STOP/SLOW" PADDLE AND SHALL BE TRAINED IN THE PROPER FUNDAMENTALS OF FLAGGING TRAFFIC. <br />MICROFILM6. <br />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 />APPROVED <br />BY <br />GM 74015658 <br />R-1104 <br />BILL OF MATL <br />DWG UST <br />7. <br />ANY CONFLICTING SIGNS WILL BE COVERED FOR THE LENGTH OF THE JOB. <br />SUPV <br />DSGN <br />7{( <br />LOCATION E <br />8. <br />CONTRACTOR SHALLMAINTAIN EMERGENCY VEHICLEAND DRIVEWAY ACCESS AT ALL TIMES, <br />L-196, L-1968-7, L-1968-1 <br />SUPSOS <br />SUPSD BY <br />9. Y&C TRANSPORTATION CONSULTANTS, INC. ASSUMES NO LIABILITY WHEN CONTRACTOR DOES OWN SET UP OR MAKES CHANGES TK �WN TRAFFIC CONTROL PLAN <br />O TK <br />-OK----FEC <br />LODI, CALIFORNIA <br />TO THE ORIGINAL TRAFFIC CONTROL PLAN. <br />o <br />oe/os/is <br />I65uEo <br />FOR <br />PEn1Alr <br />740I5658 <br />Tx <br />M <br />EC <br />TK <br />SAN <br />JOAQUIN COUNTY, CALIFORNIA <br />SHEET N0, <br />11 OF 16 SHEETS <br />10. COUNTY/STATE ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY. NO, DATE DESCRIPTION GM/SPEC DwN CHSUPV APVD BY EC DATE 06/03/19 <br />PACIMC GAS AND ELECTRIC COMPANY <br />11, <br />CONTRACTOR SHALL PLATE EXCAVATED AREA DURING NON -WORKING HOURS. <br />R <br />E <br />V I <br />S <br />I <br />O <br />N <br />S <br />SCALES <br />I <br />SAN RAMON, CALIFORNIA <br />74015658 <br />0 <br />AS SHOWN <br />2 4 <br />6 7 8� 5 4 9 3 2 1 1 0 0 INCH <br />