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TRAFFIC CONTROL NOTES: IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOW HEREIN,AS WELLAS ANY SUCH Capitol ADDITIONAL TRAFFIC CONTROL DEVICES AS MAYBE REQUIRED TO INSURE THE SAFE MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC THROUGH OR AROUND THE WORK R Inc.REAANDPROVIDEMAXIMUMPROTECTIONANDSAFETYTOCONSTRUCTIONWORKERS, Barricade, i11V 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 THEIR APPEARANCE AND CONTINUITY. j THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES,METHODS,DETAILS,DIMENSIONS AND PROCEDURES DESCRIBED IN THE 2018 MUTCD. Locally Owned ed ALL FLASHING ARROW SIGNS SHALL BE SOLAR POWERED. Since 1975 CONTRACTOR SHALL PROVIDE FLAGMEN AS NECESSARY TO GIVE ADEQUATE WARNING TO TRAFFIC OR TO THE PUBLIC OF ANY DANGEROUS CONDITIONS TO BE ENCOUNTERED. C-31 CONTRACTOR CONTRACTOR SHALL REMOVE TEMPORARY TRAFFIC DELINEATION,SIGNAGE,AND OTHER DEVICES WHEN NO LONGER REQUIRED,AND SHALL RESTORE AREAS TO ORIGINAL CONDITIONS. }�} ALL PERSONS IN TRAFFIC CONTROL AREA SHALL WEAR APPROPRIATE REFLECTIVE VESTS. 6001# 847170 CONTRACTOR SHALL COVER EXISTING SIGNS WHERE THEY CONFUCT WITH CONSTRUCTION DETOURS AND SIGNING. E LVAS AV E N U E ALL OPEN EXCAVATION OR CONSTRUCTION WORK SHALL BE A MINIMUM OF 5'FROM ANY OPERATING TRAFFIC LANES. SACRAMENTO, CA95819 CONTRACTOR SHALL COORDINATE WITH CIN/COUNTY AGENCY FOR ANY TEMPORARY TRAFFIC SIGNAL TIMING MODIFICATIONS. 916-451-5176 THE CONTRACTOR SHALL PROVIDE FOR ACCESS TOALLADJACENT PROPERTIES DURING WORK HOURS.CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER www.capitolbarricade.com AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERSIOPERATORS. ALL SIGNS SHALL BE STANDARD SIZE AND REFLECTORIZED AT NIGHT. CALIFORNIA MUTCD SPEED TABLE WORK MINIMUM TAPER LENGTHS AREA MAXIMUM LIDG POSTED FORMULA BUFFER 10' OFFSET 11' OFFSET 1 12' OFFSET 'CONE SPACING SIGN SPACING (ft) SPEED SPACE L 1/2 L 1/3 L L 112 L 113 L L 1/2 L 1/3 L LONG. Q Spe,ry"Y 0 TAPER MERGE SHIFT SHOULDER MERGE SHIFT SHOULDER MERGE SHIFT SHOULDER &LIDO y 25 155' 104' 52' 35' 115' 5T 38' 125' 63' 42' 25' 13' 100'To 200' 94' " 30 L_WS, 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' 30' 15' 120'To 240' 113' „, 4 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' 35' 18' 140'To 280' 131' 40 -6D- 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 40' 20' 160'To 320' 150' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' J 45' 23' 360'To 540' 169' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' 50 25' 400'To 600' 197' t9 ENaein9"'Y 55 L=WS 495' 550' 2 183' 303' 202' 660' 330' 220' 50' 28' 440'To 660' 210' S ,, 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' 50' 30' 480'To 720' 225' 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' 50' 33' 520'To 700' 244' 70 L -r73 L=TAPER LENGTH S = SPEEDO'W=WIDTH -OFFSET FROM PATH OF TRAVEL LOCATION Sso'To 620' 263' L M LOW SPEED IS 40 MPH / HIGH SPEED IS 45 MPH AND ABOVE BASED ON 85th % TILE OR IF NOT AVAILABLE, THEN USE POSTED SPEED LIMIT (PSL) Owner:GHD CONSTRUCTION HOURS REVISIONS ROAD TYPE A B Ci project Name:1502 N.EL DORADO STREET URBAN(LOW SPEED)-25 MPH OR LESS 100 FEET 100 FEET 100 FEET Prime Contractor:GHD URBAN(LOW SPEED)-MORE THAN 25 MPH TO 40 MPH 260 FEET 260 FEET 260 FEET URBAN(HIGH SPEED)-MORE THAN 40 MPH 360 FEET 360 FEET 360 FEET Project Manager:RYAN BAST RURAL 600 FEET 600 FEET 600 FEET EXPRESSWAY/FREEWAY 1,000 FEET 1,600 FEET 2,640 FEET Phone Number:(530)558-1921 SHEET NO.2 O 3