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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 WELL AS ANY SUCH <br />ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED TO INSURE THE SAFE MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH OR AROUND THE WORK <br />AREA AND 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 2018 MUTCD. <br />ALL FLASHING ARROW SIGNS SHALL BE SOLAR POWERED. <br />CONTRACTOR SHALL PROVIDE FLAGMEN AS NECESSARY TO GIVE ADEQUATE WARNING TO TRAFFIC OR TO THE PUBLIC OF ANY DANGEROUS CONDITIONS TO BE ENCOUNTERED. <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 CONTROL AREA 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 CITY/COUNTY AGENCY FOR ANY TEMPORARY TRAFFIC SIGNAL TIMING 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 />TRAFFIC CONTROL NOTES: <br />LOCATION MAPL = TAPER LENGTH S = SPEED W = WIDTH -OFFSET FROM PATH OF TRAVEL <br />LOW SPEED IS 40 MPH / HIGH SPEED IS 45 MPH AND ABOVE <br />BASED ON 85th % TILE OR IF NOT AVAILABLE, THEN USE POSTED SPEED LIMIT (PSL) <br />6001 ELVAS AVENUE <br />SACRAMENTO, CA 95819 <br />916-451-5176 <br />www.capitolbarricade.com <br />C-31 CONTRACTOR <br /># 847170 <br />94' <br />113' <br />131' <br />150' <br />169' <br />197' <br />210' <br />225' <br />244' <br />263' <br />L = WS <br />2 <br />L = WS <br />60 <br />155' <br />200' <br />250' <br />305' <br />360' <br />425' <br />495' <br />570' <br />645' <br />730' <br />POSTED <br />SPEED <br />FORMULA BUFFER <br />SPACE <br />25 <br />30 <br />35 <br />40 <br />45 <br />50 <br />55 <br />60 <br />65 <br />70 <br />104' <br />150' <br />204' <br />267' <br />450' <br />500' <br />550' <br />600' <br />650' <br />700' <br />52' <br />75' <br />102' <br />133' <br />225' <br />250' <br />275' <br />300' <br />325' <br />350' <br />35' <br />50' <br />68' <br />89' <br />150' <br />167' <br />183' <br />200' <br />217' <br />233' <br />MERGE SHIFT SHOULDERLLL1/2 1/3 <br />10' OFFSET <br />57' <br />83' <br />112' <br />147' <br />248' <br />275' <br />303' <br />330' <br />358' <br />385' <br />38' <br />55' <br />75' <br />98' <br />165' <br />183' <br />202' <br />220' <br />238' <br />257' <br />MERGE SHIFT SHOULDERLLL1/2 1/3 <br />11' OFFSET <br />115' <br />165' <br />225' <br />293' <br />495' <br />550' <br />605' <br />660' <br />715' <br />770' <br />63' <br />90' <br />123' <br />160' <br />270' <br />300' <br />330' <br />360' <br />390' <br />420' <br />42' <br />60' <br />82' <br />107' <br />180' <br />200' <br />220' <br />240' <br />260' <br />280' <br />MERGE SHIFT SHOULDERLLL1/2 1/3 <br />12' OFFSET <br />125' <br />180' <br />245' <br />320' <br />540' <br />600' <br />660' <br />720' <br />780' <br />840' <br />25' <br />30' <br />35' <br />40' <br />45' <br />50' <br />50' <br />50' <br />50' <br />50' <br />MAXIMUM <br />*CONE SPACING <br />TAPER <br />& LIDGLONG. <br />13' <br />15' <br />18' <br />20' <br />23' <br />25' <br />28' <br />30' <br />33' <br />35' <br />100' To 200' <br />120' To 240' <br />140' To 280' <br />160' To 320' <br />360' To 540' <br />400' To 600' <br />440' To 660' <br />480' To 720' <br />520' To 700' <br />560' To 820' <br />SIGN SPACING <br />1 1 <br />LIDG <br />(ft) <br />MINIMUM TAPER LENGTHS <br />CALIFORNIA MUTCD SPEED TABLE <br />NROAD TYPE <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 <br />EXPRESSWAY / FREEWAY <br />100 FEET <br />250 FEET <br />350 FEET <br />500 FEET <br />1,000 FEET <br />A <br />DISTANCE BETWEEN SIGNS <br />100 FEET <br />250 FEET <br />350 FEET <br />500 FEET <br />1,500 FEET <br />B 100 FEET <br />250 FEET <br />350 FEET <br />500 FEET <br />2,640 FEET <br />C <br />REVISIONSREV.DESCRIPTION REV. DONE <br />BY DATE <br />N <br />SHEET NO. 2 OF 5 <br />CONSTRUCTION HOURSOwner: BIONDI PAVING <br />Project Name: 26247 THORNTON ROAD <br />Prime Contractor: BIONDI PAVING <br />Project Manager: NEAL JENSEN <br />Phone Number: (916) 869 -2027 <br />WORK <br />LOCATION