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- TABLE 6C-2 2014 CALIFORNIA MUTCD- <br />- STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEED - <br />SPEED' <br />(MPH) <br />DISTANCE <br />(FT) <br />20 <br />115 <br />25 <br />155 <br />30 <br />200 <br />35 <br />250 <br />40 <br />305 <br />45 <br />360 <br />50 <br />425 <br />55 <br />495 <br />60 <br />570 <br />65 <br />645 <br />!a732 <br />30 <br />75 <br />820 <br />' Posted speed, off-peak 85th -percentile speed <br />prior to work starting or the anticipated operating speed <br />-TABLE 6C-1 2014 CALIFORNA MLl <br />-RECOMMENDED ADVANCE WARNING SIGN SPACING - <br />ROAD TYPE <br />DISTANCE BETWEEN SIGNS " <br />A B C <br />URBAN - 25 MPH OR LESS *** <br />100 FEET <br />100 FEET <br />100 FEET <br />URBAN - MORE THAN 25 MPH TO 40 MPH... <br />250 FEET <br />250 FEET <br />250 FEET <br />URBAN - MORE 40 MPH... <br />350 FEET <br />350 FEET <br />350 FEET <br />RURAL <br />500 FEET <br />500 FEET <br />500 FEET <br />EXPRESSKAY/fHEEWAY <br />1000 FEET <br />1500 FEET <br />2840 FEET <br />** The column heading a, b, and c are the dimensions shown in figures 6H-1 through 611-46. <br />The A dimension is the distance from the transition or point of restriction to the first sly. The <br />B dimension is the distance between the first and second signs. The C dimension is the distance <br />between the second and third sign. (The "first sign' is the sign in a three -sign series that is <br />closest to ttc zone. The "third sign' is the sign that is furthest upstream from the ttc zone.) <br />* Posted speed limit, off-peak 65th -percentile speed prior to work starting, or other <br />anticipated operating speed in mph <br />GENERAL TRAFFIC CONTROL NOTES <br />TRAFFIC CONTROL PLAN SHALL CONFORM TO THE MOST CURRENT CALIFORNIA MANUAL ON UNIFORM <br />TRAFFIC CONTROL DEVICES (CAMUTCD) AND STATE STANDARD PLANS <br />NO LANE CLOSURES PERMITTED BEFORE 9:ODA AND AFTER 3:OOP. <br />ALL AFFECTED RESIDENTS, BUSINESSES, AGENCIES, AND SCHOOLS SHALL BE GIVEN A 72 HOURS NOTICE <br />PRIOR TO THE START OF WORK AND THEIR ACCESS SHALL BE MAINTAINED AT ALL TIMES. <br />TEMPORARY NO PARKING SIGNS SHALL BE POSTED 48 HOURS PRIOR TO START OF WORK. <br />ALL CONFLICTING SIGNS, STRIPING OR PAVEMENT MARKINGS SHALL BE COVERED OR REMOVED AND <br />REPLACED WHEN WORK IS COMPLETED. <br />TRAFFIC DIRECTION THROUGH A SIGNALIZED INTERSECTION SHALL BE CONDUCTED BY COUNTY OF <br />SAN JOAQUIN UNIFORMED POLICE OFFICER OR A COMMUNITY SERVICE OFFICER ONLY. SHOULD WORK <br />REQUIRE A SIGNAL TO BE OVERRIDDEN, ARRANGEMENT SHALL BE MADE WITH THE CITY POLICE DEPT AND <br />TRANSPORTATION ENGINEERING DEPT AT LEAST 14 DAYS PRIOR TO START OF WORK. <br />- TABLE 6C-3 2014 CALIFORNIA MUTCD- <br />- TAPER LENGTH CRITERIA FOR <br />TEMPORARY TRAFFIC CONTROL ZONE - <br />TYPE OF TAPER <br />MINIMUM RECOMMENDED CHANNELIZING DEVICE AND SIGN SPACING <br />IMPORTANT NOTICE <br />SPEED <br />(S) <br />MPH <br />DIMENSIONA <br />SIGN <br />SPACING <br />FT <br />DIMENSION B <br />MERGING <br />TAPER <br />(L) <br />FT <br />DIMENSION C DIMENSION D <br />SHIFTING SHOULDER <br />TAPER TAPER <br />(L12) (L13) <br />FT FT <br />DIMENSION E <br />BUFFER PACE <br />FT <br />MAXIMUM MAXIMUM <br />CHANNELIZER CHANNELIZER <br />SPACING IN SPACING IN <br />TAPER TANGENT <br />FT FT <br />25 <br />100 <br />125 <br />65 <br />42 <br />158 <br />25 <br />50 <br />30 <br />250 <br />180 <br />90 <br />60 <br />205 <br />30 <br />60 <br />35 <br />250 <br />245 <br />125 <br />82 <br />257 <br />35 <br />70 <br />40 <br />250 <br />320 <br />1 160 <br />107 <br />1 315 <br />40 <br />1 80 <br />45 <br />350 <br />180 <br />378 <br />45 <br />90 <br />50 <br />350 <br />200 <br />446 <br />50 <br />100 <br />55 <br />500 <br />220 <br />520 <br />50 <br />100 <br />60 <br />500 <br />20=3 <br />240 <br />598 <br />50 <br />100 <br />65 <br />500 <br />260 <br />682 <br />50 <br />100 <br />70 <br />500 <br />280 <br />771 <br />50 <br />100 <br />*TAPER LENGTHS LISTED ARE VALID FOR 12' OFFSET OR LESS. <br />GENERAL TRAFFIC CONTROL NOTES <br />TRAFFIC CONTROL PLAN SHALL CONFORM TO THE MOST CURRENT CALIFORNIA MANUAL ON UNIFORM <br />TRAFFIC CONTROL DEVICES (CAMUTCD) AND STATE STANDARD PLANS <br />NO LANE CLOSURES PERMITTED BEFORE 9:ODA AND AFTER 3:OOP. <br />ALL AFFECTED RESIDENTS, BUSINESSES, AGENCIES, AND SCHOOLS SHALL BE GIVEN A 72 HOURS NOTICE <br />PRIOR TO THE START OF WORK AND THEIR ACCESS SHALL BE MAINTAINED AT ALL TIMES. <br />TEMPORARY NO PARKING SIGNS SHALL BE POSTED 48 HOURS PRIOR TO START OF WORK. <br />ALL CONFLICTING SIGNS, STRIPING OR PAVEMENT MARKINGS SHALL BE COVERED OR REMOVED AND <br />REPLACED WHEN WORK IS COMPLETED. <br />TRAFFIC DIRECTION THROUGH A SIGNALIZED INTERSECTION SHALL BE CONDUCTED BY COUNTY OF <br />SAN JOAQUIN UNIFORMED POLICE OFFICER OR A COMMUNITY SERVICE OFFICER ONLY. SHOULD WORK <br />REQUIRE A SIGNAL TO BE OVERRIDDEN, ARRANGEMENT SHALL BE MADE WITH THE CITY POLICE DEPT AND <br />TRANSPORTATION ENGINEERING DEPT AT LEAST 14 DAYS PRIOR TO START OF WORK. <br />- TABLE 6C-3 2014 CALIFORNIA MUTCD- <br />- TAPER LENGTH CRITERIA FOR <br />TEMPORARY TRAFFIC CONTROL ZONE - <br />TYPE OF TAPER <br />TAPER LENGTH (L)' <br />IMPORTANT NOTICE <br />PLANS PREPARED BY <br />`1 100 <br />a <br />Section er 4216/4217 of the Number to enf sued requires a <br />Dig ti n # 216/Identi617 of Number m be Issued before s <br />X w H LA <br />One lane, Two-way traffic taper <br />30 m (100ft) Maximum <br />"Penult to Excawte" will be wild For your Dig Alert I.D. <br />A CONGRUEX'COMPANY <br />CALL TOLL FREE <br />on <br />9095 Rio Son Diego Dr. Ste 165 <br />C O M C A S T <br />48 HOURS BEFORE YOU DIG <br />San Diego, 92108-1694 <br />UNDERGROUND SERMCE ALERT <br />1-800-227-2600 <br />(949 )2513-0004 /FAX (949)250-0008 <br />GENERAL TRAFFIC CONTROL NOTES <br />TRAFFIC CONTROL PLAN SHALL CONFORM TO THE MOST CURRENT CALIFORNIA MANUAL ON UNIFORM <br />TRAFFIC CONTROL DEVICES (CAMUTCD) AND STATE STANDARD PLANS <br />NO LANE CLOSURES PERMITTED BEFORE 9:ODA AND AFTER 3:OOP. <br />ALL AFFECTED RESIDENTS, BUSINESSES, AGENCIES, AND SCHOOLS SHALL BE GIVEN A 72 HOURS NOTICE <br />PRIOR TO THE START OF WORK AND THEIR ACCESS SHALL BE MAINTAINED AT ALL TIMES. <br />TEMPORARY NO PARKING SIGNS SHALL BE POSTED 48 HOURS PRIOR TO START OF WORK. <br />ALL CONFLICTING SIGNS, STRIPING OR PAVEMENT MARKINGS SHALL BE COVERED OR REMOVED AND <br />REPLACED WHEN WORK IS COMPLETED. <br />TRAFFIC DIRECTION THROUGH A SIGNALIZED INTERSECTION SHALL BE CONDUCTED BY COUNTY OF <br />SAN JOAQUIN UNIFORMED POLICE OFFICER OR A COMMUNITY SERVICE OFFICER ONLY. SHOULD WORK <br />REQUIRE A SIGNAL TO BE OVERRIDDEN, ARRANGEMENT SHALL BE MADE WITH THE CITY POLICE DEPT AND <br />TRANSPORTATION ENGINEERING DEPT AT LEAST 14 DAYS PRIOR TO START OF WORK. <br />- TABLE 6C-3 2014 CALIFORNIA MUTCD- <br />- TAPER LENGTH CRITERIA FOR <br />TEMPORARY TRAFFIC CONTROL ZONE - <br />TYPE OF TAPER <br />TAPER LENGTH (L)' <br />Merging Taper <br />at Least L <br />Shifting Taper <br />at Least 0.5 L <br />Shoulder Taper <br />at Least 0.33 L <br />One lane, Two-way traffic taper <br />30 m (100ft) Maximum <br />Downstream Taper <br />30 m (100ft) per lane <br />- TABLE 6C-4 2014 CALIFORNIA MUTCD- <br />- FORMULAS FOR DETERMINING TAPER LENGTH - <br />Where: L= taper length in feet <br />W= width of offset in feet <br />S= posted speed limit, or off-peak <br />85th -percentile speed prior to work starting, or the <br />anticipated operating speed in km/h (mph) <br />THIS IS AN COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />DESIGN: REV DESCRIPTION DATE <br />DRAWN BY: <br />APPROVED: <br />APPROVED: <br />APPROVED: <br />LEGEND <br />{g UNIFORMED POLICE OFFICER <br />( PORTABLE FLASHING BEACON (P.F.B.) <br />Fy TYPE III BARRICADE W/SIGN <br />3Y TYPE II BARRICADE W/SIGN <br />w CHANNEUZING DEVICE <br />T TRAFFIC CONE WITH CLIP ON SIGN <br />i TYPE 1 W/ SIGN <br />a EXISTING SIGN <br />OS SIGNALIZED INTERSECTION <br />vee FLASHING ARROW BOARD <br />i HIGH LEVEL WARNING DEVICE (FLAGTREE) <br />xt FLAGGER <br />TANSAT TOW AWAY NO STOPPING ANY TIME <br />® EXISTING DRIVEWAY <br />® WORK ZONE (Acnvrry AREA) LIMITS <br />y DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) <br />TCP GENERAL NOTES & TABLES <br />PROJ#:JB1110301 <br />CONSTRUCTION TYPE: OVERLASH <br />I DRAWN BY: RACHI TOMER <br />COMCAST CONTACT: DARREN WATSON TEL NO. :925-596-1449 <br />SPEED LIMIT (S) <br />TAPER LENGTH (L) <br />FEET <br />40 mph or less <br />L= S2 <br />60 <br />45 mph or more <br />L= WE <br />Where: L= taper length in feet <br />W= width of offset in feet <br />S= posted speed limit, or off-peak <br />85th -percentile speed prior to work starting, or the <br />anticipated operating speed in km/h (mph) <br />THIS IS AN COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />DESIGN: REV DESCRIPTION DATE <br />DRAWN BY: <br />APPROVED: <br />APPROVED: <br />APPROVED: <br />LEGEND <br />{g UNIFORMED POLICE OFFICER <br />( PORTABLE FLASHING BEACON (P.F.B.) <br />Fy TYPE III BARRICADE W/SIGN <br />3Y TYPE II BARRICADE W/SIGN <br />w CHANNEUZING DEVICE <br />T TRAFFIC CONE WITH CLIP ON SIGN <br />i TYPE 1 W/ SIGN <br />a EXISTING SIGN <br />OS SIGNALIZED INTERSECTION <br />vee FLASHING ARROW BOARD <br />i HIGH LEVEL WARNING DEVICE (FLAGTREE) <br />xt FLAGGER <br />TANSAT TOW AWAY NO STOPPING ANY TIME <br />® EXISTING DRIVEWAY <br />® WORK ZONE (Acnvrry AREA) LIMITS <br />y DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) <br />TCP GENERAL NOTES & TABLES <br />PROJ#:JB1110301 <br />CONSTRUCTION TYPE: OVERLASH <br />I DRAWN BY: RACHI TOMER <br />COMCAST CONTACT: DARREN WATSON TEL NO. :925-596-1449 <br />