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IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOW HEREIN, AS WELLAS ANY SUCH <br />ADDITIONALTRAFFIC CONTROL DEVICES AS MAY BE REQUIRED TO INSURE THE SAFE MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH OR AROUND THE WORK <br />AREAAND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. <br />ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE <br />THEIR APPEARANCE AND CONTINUITY, <br />THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS AND PROCEDURES DESCRIBED IN THE 2014 MUTCD. <br />ALL FLASHINGARROW SIGNS SHALL BE SOLAR POWERED. <br />CONTRACTOR SHALL PROVIDE FLAGGERS AS NECESSARY TO GIVE ADEQUATE WARNING TO TRAFFIC OR TO THE PUBLIC. <br />CONTRACTOR SHALL REMOVE TEMPORARY TRAFFIC DELINEATION, SIGNAGE, AND OTHER DEVICES WHEN NO LONGER REQUIRED, AND SHALL RESTORE AREAS TO ORIGINAL <br />CONDITIONS. <br />ALL PERSONS IN TRAFFIC CONTROLAREA SHALL WEAR APPROPRIATE REFLECTIVE VESTS. <br />CONTRACTOR SHALL COVER EXISTING SIGNS WHERE THEY CONFLICT WITH CONSTRUCTION DETOURS AND SIGNING. <br />ALL OPEN EXCAVATION OR CONSTRUCTION WORK SHALL BE A MINIMUM OF 5' FROM ANY OPERATING TRAFFIC LANES, <br />CONTRACTOR SHALL COORDINATE WITH THE COUNTY TRAFFIC ENGINEER FOR ANY TEMPORARY TRAFFIC SIGNAL TIMING <br />MODIFICATIONS. <br />THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES DURING WORK HOURS, CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER <br />AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS/OPERATORS. <br />ALL SIGNS SHALL BE STANDARD SIZE AND REFLECTORIZED AT NIGHT . <br />CALIFORNIA MUTCD SPEED TABLE <br />POSTED <br />SPEED <br />FORMULA <br />BUFFER <br />SPACE <br />MINIMUM TAPER LENGTHS <br />MAXIMUM <br />"CONE SPACING <br />SIGN SPACING <br />LIDO <br />({t) <br />10' OFFSET <br />11' OFFSET <br />12' OFFSET <br />L <br />112 L <br />1/3 L <br />L <br />1/2 L <br />1/3 �,, <br />L <br />1/2 <br />113 L <br />LONG. <br />& LTAPER <br />DG <br />MERGE <br />SHIFT <br />SHOULDER1 <br />MERGE <br />SHIFT <br />ISHOULDER1 <br />MERGE <br />I SHIFT <br />ISHOULDER1 <br />25 <br />30 <br />L = WS' <br />60 <br />L - WS <br />155 <br />200 <br />250 <br />305' <br />360' <br />425' <br />570' <br />645' <br />104' <br />150' <br />204 <br />267' <br />450' <br />500' <br />550' <br />600' <br />650' <br />52' <br />75' <br />102' <br />133' <br />225' <br />250' <br />275' <br />300' <br />325' <br />35' <br />50' <br />I 68' <br />89' <br />150' <br />167' <br />183' <br />200' <br />217' <br />115' <br />165' <br />225' <br />293' <br />1 495' <br />1 550' <br />605' <br />660' <br />715' <br />S7' <br />83' <br />112' <br />147' <br />248' <br />275' <br />303' <br />330' <br />358' <br />38' <br />55' <br />75' <br />98' <br />165' <br />1 183' 1 <br />202' <br />220' <br />238' <br />125' <br />180' <br />1245' <br />320' <br />j 540' <br />600' <br />660' <br />720` <br />780' <br />63' <br />90' <br />123' <br />160' <br />270' <br />300' <br />330' 1 <br />360' 1 <br />390' <br />42' <br />1 60' <br />82' <br />107' <br />180 <br />1 200' <br />220' <br />240' <br />260' <br />25' <br />30' <br />35' <br />40' <br />45' <br />60' <br />50' 1 <br />50' 1 <br />S0' <br />13' <br />15' <br />1 18' <br />20' <br />23' <br />I 25' <br />28' <br />30' <br />33' <br />100' To 200' <br />120' To 240' <br />140' To 280' <br />250' <br />350' <br />350' <br />440' To 660' <br />480' To 720' <br />520' To 700' <br />94' <br />113' <br />131' <br />150' <br />169' <br />197' <br />210' <br />225' <br />244' <br />35 <br />40 <br />45 <br />50 <br />55495' <br />60 <br />65 <br />730' <br />700' <br />350' <br />233' <br />770' <br />385' <br />257' <br />840' <br />420' <br />280' <br />50' <br />35' <br />560' <br />To 820' <br />263' <br />70 <br />L =TAPER LENGTH S =SPEED W =WIDTH -OFFSET FROM PATH OF TRAVEL <br />LOW SPEED IS 40 MPH I HIGH SPEED IS 45 MPH AND ABOVE <br />BASED ON 85th %TILE OR IF NOT AVAILABLE, THEN USE POSTED SPEED LIMIT (PSL) <br />C-31 CONTRACTOR <br />#>� 995176 <br />1661 EAST MINER AVENUE <br />STOCKTON, CA 95205 <br />209-469-2663 <br />www. cap itoltraffi c, com <br />V.. <br />j _u -0 <br />0b �_ <br />4 ;.n <br />€.: <br />Id <br />re <br />IA <br />OCATION MAP <br />B' ,tll <br />i ~• <br />1.Y�� <br />DISTANcESETWEENSIGNs <br />Owner: WENDTAND SONS CONSTRUCTION, INC, <br />HOURS: <br />DAYS <br />MON-FRI <br />SAT -SUN <br />NIGHTS <br />SUN-THURS <br />8:30AM - <br />8:OOAM - <br />9:OOPM - <br />3:30PM <br />5:OOPM <br />5:OOAM <br />� <br />B <br />CCC3NST <br />Project Name: NEWTON RD, HYDRANT INSTALL <br />URBAN LOW SPEED - 25 MPH OR LESS <br />URBAN (LOW SPEED) - MORE THAN 25 MPH TO 40 MPH <br />URBAN (HIGH SPEED) - MORE THAN 40 MPH <br />RURAL 1 <br />EXPRESSWAY / FREEWAY 11,000 <br />100 FEET <br />250 FEET <br />350 FEET <br />500 FEET <br />FEET <br />100 FEET <br />250 FEET <br />350 FEET <br />500 FEET <br />1,500 FEET <br />100 FEETPrime <br />250 FEET <br />350 FEET <br />500 FEET <br />2,640 FEET <br />Contractor: WENDTAND SONS CONST. <br />Project Manager: KEN WENDT <br />Phone Number: 209-993-2213 <br />