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- TABLE 6C-2 2014 CALIFORNIA MUTCD- <br />- STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEED - <br />SPEED* I DISTANCE <br />-TABLE 6C-1 2014 CALIFORNIA MUTCD- <br />-RECOMMENDED ADVANCE WARNING SIGN SPACING— <br />DISTANCE BETWEEN SIGNS ** <br />ROAD TYPE <br />A B C <br />URBAN — 25 MPH OR LESS *** 100 FEET 100 FEET 100 FEET <br />URBAN — MORE THAN 25 MPH TO 40 MPH*** 250 FEET 250 FEET 250 FEET <br />URBAN — MORE 40 MPH*** 350 FEET 350 FEET 350 FEET <br />RURAL 500 FEET 500 FEET 500 FEET <br />EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET <br />** The column heading a, b, and c are the dimensions shown in figures 6H-1 through 6H-46. <br />The A dimension is the distance from the transition or point of restriction to the first sign. 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 85th—percentile speed prior to work starting, or other <br />anticipated operating speed in mph <br />MINIMUM RECOMMENDED CHANNELIZING DEVICE AND SIGN SPACING <br />DIMENSION B DIMENSION C DIMENSION D MAXIMUM MAXIMUM <br />SIGN <br />SPEED DIMENSION A MERGING SHIFTING SHOULDER DIMENSION E HANNELIZER HANNELIZER <br />(S) SPACE TAPER TAPER TAPER BUFFER SPACING IN SPACING IN <br />SPACING (L) (L/2) (L/3) TAPER TANGENT <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:OOA 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 A 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 TAPER LENGTH (L)* <br />Merging Taper at Least L <br />Shifting Taper at Least 0.5 L <br />Shoulder Taper at Least 0.33 L <br />One lane, Two—way traffic taper 30 m (100ft) MAX.imum <br />Downstream Taper 30 m (100ft) per lane <br />— TABLE 6C-4 2014 CALIFORNIA MUTCD- <br />- FORMULAS FOR DETERMINING TAPER LENGTH— <br />SPEED LIMIT (S) TAPER LENGTH (L) <br />FEET <br />40 mph or less L= z <br />60 <br />45 mph or more L= WS <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 />LEGEND <br />UNIFORMED POLICE OFFICER <br />' PORTABLE FLASHING BEACON (P.F.B.) <br />I=I TYPE III BARRICADE W/SIGN <br />�( TYPE II BARRICADE W/SIGN <br />• CHANNELIZING DEVICE <br />-W TRAFFIC CONE WITH CUP ON SIGN <br />i TYPE I W1 SIGN <br />a EXISTING SIGN <br />OS SIGNALIZED INTERSECTION <br />vw FLASHING ARROW BOARD <br />y HIGH LEVEL WARNING DEVICE (FLAGTREE) <br />.* FLAGGER <br />TANSAT TOW AWAY NO STOPPING ANY TIME <br />® EXISTING DRIVEWAY <br />® WORK ZONE (ACTIVIN AREA) LIMITS <br />y DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) <br />441k ?'AA0 <br />j� T <br />f y I <br />(MPH) <br />(FT) <br />TCP GENERAL NOTES & TABLES <br />REV DESCRIPTION DATE 1333408 <br />COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIALtDRAWN <br />01 UPDATED AS PER LAYOUT 1/30/2023TION TYPE: OVERLPULL, OVERLASH PL. AND SPLICING <br />SAN JOAQUIN <br />20 <br />115 <br />25 <br />155 <br />30 <br />200 <br />35 <br />250 <br />40 <br />305 <br />45 360 <br />50 425 <br />55 495 <br />60 570 <br />65 645 <br />70 730 <br />75 820 <br />* Posted speed, off-peak 85th -percentile speed <br />prior to work starting or the anticipated operating speed <br />-TABLE 6C-1 2014 CALIFORNIA MUTCD- <br />-RECOMMENDED ADVANCE WARNING SIGN SPACING— <br />DISTANCE BETWEEN SIGNS ** <br />ROAD TYPE <br />A B C <br />URBAN — 25 MPH OR LESS *** 100 FEET 100 FEET 100 FEET <br />URBAN — MORE THAN 25 MPH TO 40 MPH*** 250 FEET 250 FEET 250 FEET <br />URBAN — MORE 40 MPH*** 350 FEET 350 FEET 350 FEET <br />RURAL 500 FEET 500 FEET 500 FEET <br />EXPRESSWAY/FREEWAY 1000 FEET 1500 FEET 2640 FEET <br />** The column heading a, b, and c are the dimensions shown in figures 6H-1 through 6H-46. <br />The A dimension is the distance from the transition or point of restriction to the first sign. 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 85th—percentile speed prior to work starting, or other <br />anticipated operating speed in mph <br />MINIMUM RECOMMENDED CHANNELIZING DEVICE AND SIGN SPACING <br />DIMENSION B DIMENSION C DIMENSION D MAXIMUM MAXIMUM <br />SIGN <br />SPEED DIMENSION A MERGING SHIFTING SHOULDER DIMENSION E HANNELIZER HANNELIZER <br />(S) SPACE TAPER TAPER TAPER BUFFER SPACING IN SPACING IN <br />SPACING (L) (L/2) (L/3) TAPER TANGENT <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:OOA 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 A 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 TAPER LENGTH (L)* <br />Merging Taper at Least L <br />Shifting Taper at Least 0.5 L <br />Shoulder Taper at Least 0.33 L <br />One lane, Two—way traffic taper 30 m (100ft) MAX.imum <br />Downstream Taper 30 m (100ft) per lane <br />— TABLE 6C-4 2014 CALIFORNIA MUTCD- <br />- FORMULAS FOR DETERMINING TAPER LENGTH— <br />SPEED LIMIT (S) TAPER LENGTH (L) <br />FEET <br />40 mph or less L= z <br />60 <br />45 mph or more L= WS <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 />LEGEND <br />UNIFORMED POLICE OFFICER <br />' PORTABLE FLASHING BEACON (P.F.B.) <br />I=I TYPE III BARRICADE W/SIGN <br />�( TYPE II BARRICADE W/SIGN <br />• CHANNELIZING DEVICE <br />-W TRAFFIC CONE WITH CUP ON SIGN <br />i TYPE I W1 SIGN <br />a EXISTING SIGN <br />OS SIGNALIZED INTERSECTION <br />vw FLASHING ARROW BOARD <br />y HIGH LEVEL WARNING DEVICE (FLAGTREE) <br />.* FLAGGER <br />TANSAT TOW AWAY NO STOPPING ANY TIME <br />® EXISTING DRIVEWAY <br />® WORK ZONE (ACTIVIN AREA) LIMITS <br />y DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) <br />441k ?'AA0 <br />j� T <br />f y I <br />IMPORTANT NOTICE PLANS PREPARED BY: <br />Section 4216/4217 of the Government Code requires a <br />Dig Alert Identification Number to be issued before a � C H C <br />"Permit to Excavate" will be valid For your Dig Alert I.D. A CONGRUEX' COMPANY <br />CALL TOLL FREE 9095 Rio San Diego Dr. Ste 165 <br />48 HOURS BEFORE YOU DIG San Diego, CA 92108-1694 <br />UNDERGROUND SERVICE ALERT (949 )250-0004 /FAX (949)250-0008 <br />THIS IS AN <br />TCP GENERAL NOTES & TABLES <br />REV DESCRIPTION DATE 1333408 <br />COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIALtDRAWN <br />01 UPDATED AS PER LAYOUT 1/30/2023TION TYPE: OVERLPULL, OVERLASH PL. AND SPLICING <br />SAN JOAQUIN <br />DESIGN: <br />DRAWN BY: <br />APPROVED: <br />gPPROVED:1-800-227-260o <br />APPROVED: <br />: ANKIT KOUL <br />CONTACT: CHAD PACKIN TEL NO. :925-290-5794 <br />3z lo n,3,3 currr. nr 9 R <br />