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TRAFFIC CONTROL NOTES: <br />IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK TO INSTALLAND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOW HEREIN, AS WELL AS ANY SUCH <br />ADDITIONAL TRAFFIC CONTROL DEVICES AS MAYBE 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 FLASHING ARROW SIGNS SHALL BE SOLAR POWERED. <br />CONTRACTOR SHALL PROVIDE FLAGMEN AS NECESSARY TO GIVE ADEQUATE WARNING TO TRAFFIC OR TO THE PUBLIC OFANY DANGEROUS CONDITIONS TO BE ENCOUNTERED. <br />CONTRACTOR SHALL REMOVE TEMPORARY TRAFFIC DELINEATION, SIGNAGE, AND OTHER DEVICES WHEN NO LONGER REQUIRED, AND SHALL RESTOREAREAS TO ORIGINAL <br />CONDITIONS. <br />ALL PERSONS IN TRAFFIC CONTROLAREA SHALL WEARAPPROPRIATE REFLECTIVE VESTS. <br />CONTRACTOR SHALL COVER EXISTING SIGNS WHERE THEY CONFLICT WITH CONSTRUCTION DETOURSAND SIGNING. <br />ALL OPEN EXCAVATION OR CONSTRUCTION WORK SHALL BE A MINIMUM OF 6 FROM ANY OPERATING TRAFFIC LANES. <br />CONTRACTOR SHALL COORDINATE WITH CIN 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 OWNERSIOPERATORS. <br />ALL SIGNS SHALL BE STANDARD SIZE AND REFLECTORIZED AT NIGHT. <br />CALIFORNIA MUTCD SPEED TABLE <br />L = 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 />Date: 9/9/2022 Author: JB <br />TCP <br />NOT TO SCALE: <br />CAPITOL TRAFFIC SERVICES. ACKNOWLEDGES NO RESPOSIBILITY IN THE CASE OF ANY <br />INJURY OR DEATH OCCURING DURING THE USE OF THESE PLANS. <br />PLANS ARE NOT TO BE DUPLIATED FOR USE BY ANY OTHER PERSONS OR ENTITY NOT <br />^ <br />C-31 CONTRACTOR <br /># 995176 <br />PO BOX 191355 <br />SACRAMENTO, CA 95819 <br />209-469-2663 <br />www.capitoltraffic.com <br />WORK ZONE--� <br />Ne <br />CTS <br />CONST HOURS: <br />DAYS <br />MON-FRI 8:30AM - 3:30PM <br />IName: NEWTON RD. CLOSURE <br />MINIMUM TAPER LENGTHS <br />SAT -SUN 8:OOAM - 5:OOPM <br />NIGHTS <br />SUN-THURS 9:OOPM - 5:OOAM <br />I Manager: CHRIS CLARIDAD <br />i Number: 209-395-8720 <br />MAXIMUM <br />LIDG <br />10' <br />OFFSET <br />11' <br />OFFSET <br />12' <br />OFFSET <br />'CONE SPACING <br />SIGN SPACING <br />(,t) <br />POSTED <br />SPEED <br />FORMULA <br />BUFFER <br />SPACE <br />L <br />„zL <br />7/3L <br />L <br />112E <br />713L <br />L <br />712L <br />113L <br />LONG. <br />TAPER <br />B LIDG <br />MERGE <br />SHIFT <br />SHOULDER <br />MERGE <br />SHIFT <br />SHOULDER <br />MERGE <br />125' <br />SHIFT <br />63' <br />SHOULDER <br />42' <br />25' <br />13' <br />100' To 200' <br />94' <br />25 <br />155' <br />200' <br />104' <br />150' <br />52' <br />75' <br />35' <br />50' <br />115' <br />165' <br />S7' <br />83' <br />38' <br />55' <br />180' <br />80' <br />60' <br />30' <br />15' <br />120' To 240' <br />113' <br />30 <br />L' WS <br />60 <br />250' <br />305' <br />204' <br />267' <br />102' <br />133' <br />68' <br />89' <br />225' <br />293' <br />112' <br />147' <br />75' <br />98' <br />245' <br />320' <br />540' <br />123' <br />160' <br />270' <br />82' <br />107' <br />180' <br />35' <br />40' <br />45' <br />18' <br />20' <br />23' <br />140' To 280' <br />160' To 320' <br />360' To 540' <br />131' <br />150' <br />169' <br />35 <br />40 <br />45 <br />1 <br />360' <br />450' <br />225' <br />150' <br />495' <br />248' <br />165' <br />00 <br />300' <br />2 <br />5 <br />25 <br />0 ' 0 600 <br />97 <br />L = WS <br />495' <br />570' <br />645' <br />730' <br />50 <br />550' <br />600' <br />650' <br />700' <br />0 <br />275' <br />300' <br />325' <br />3' <br />50 <br />183' <br />200' <br />217' <br />233' <br />550 <br />605' <br />660' <br />715' <br />770' <br />303' <br />330' <br />358' <br />3 85' <br />202' <br />220' <br />238' <br />257' <br />60' <br />720' <br />780' <br />840' <br />3 0' <br />360' <br />390' <br />420' <br />220' <br />240' <br />260 <br />280' <br />50' <br />50' <br />50' <br />50' <br />28' <br />30' <br />33' <br />35' <br />4 0' 0 660' <br />480' To 720' <br />520' To 700' <br />560' To 820' <br />210' <br />225' <br />244' <br />26 3' <br />55 <br />60 <br />65 <br />70 <br />L = 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 />Date: 9/9/2022 Author: JB <br />TCP <br />NOT TO SCALE: <br />CAPITOL TRAFFIC SERVICES. ACKNOWLEDGES NO RESPOSIBILITY IN THE CASE OF ANY <br />INJURY OR DEATH OCCURING DURING THE USE OF THESE PLANS. <br />PLANS ARE NOT TO BE DUPLIATED FOR USE BY ANY OTHER PERSONS OR ENTITY NOT <br />^ <br />C-31 CONTRACTOR <br /># 995176 <br />PO BOX 191355 <br />SACRAMENTO, CA 95819 <br />209-469-2663 <br />www.capitoltraffic.com <br />WORK ZONE--� <br />Ne <br />CTS <br />CONST HOURS: <br />DAYS <br />MON-FRI 8:30AM - 3:30PM <br />IName: NEWTON RD. CLOSURE <br />Contractor: CTS <br />SAT -SUN 8:OOAM - 5:OOPM <br />NIGHTS <br />SUN-THURS 9:OOPM - 5:OOAM <br />I Manager: CHRIS CLARIDAD <br />i Number: 209-395-8720 <br />REVISIONS <br />www.invarion.com <br />a <br />p� <br />A <br />SHEET NO. 2 <br />