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1 DATE <br />WORK L❑CATI❑N, 7514 CARMEL❑ AVE, IS1 <br />at&t UE5/2019 <br />TRACY (SAN J❑AQUIN COUNTY), CA 95304 <br />z <br />c7 <br />Phillips 66 SB.i <br />Pipeline Office WORK <br />AREA <br />DWG,2 <br />Carmelo Ave <br />7514 <br />Aubin Industries, Inc. <br />Pei <br />WORK <br />AREA <br />DWG.3 z <br />Chevron <br />7501 <br />a <br />205 <br />a S <br />♦♦ C. <br />3 <br />Converge PacWest <br />�I <br />LEGEND: <br />Y HIGH LEVEL WARNING DEVICE WITH SIGN (FLAGTREE) <br />11 TYPE III BARRICADE W/SIGN (5'H x 4'W) 101FLAGGER <br />)--C TYPE II BARRICADE W/0 SIGN (3'H x 2'W) <br />28"(11Cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE SLEEVE TANS TOW AWAY NO STOPPING _ TO _ (SHOW HOURS) <br />FOR DAY/NIGHT USE OR DELINEATORS IF DAY USE ONLY <br />TAN SAT TOW AWAY NO STOPPING ANY TIME <br />TRAFFIC CONE WITH CLIP ON SIGN <br />� PROPOSED SIGN AND POST it � WORK ZONE LIMITS <br />OSIGNALIZED INTERSECTION � DIRECTION OF TRAFFIC <br />FOC FACE OF CURB <br />FLASHING ARROWBOARD EO P EDGE OF PAVEMENT <br />= <br />-TABLE 6C-2 2014 CALIFORNIA MUTCD- <br />-STOPPING SIGHT DISTANCE <br />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 />EXPRESSWAY/FREEWAY <br />70 <br />730 <br />75 <br />820 <br />* POSTED SPEED, OFF-PEAK <br />85TH -PERCENTILE SPEED <br />PRIOR TO WORK STARING OR THE <br />ANTICIPATED OPERATING SPEED <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 />A7 LEAST L <br />SHIFTING TAPER <br />AT LEAST 0.5 L <br />SHOULDER TAPER <br />AT LEAST 0.33 L <br />OME 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 />SPEED LIMIT <br />WHERE: L= TAPER LENGTH IN METERS (FEET) <br />W= WIDTH OF OFFSET IN METERS (FEET) <br />S= POSTED SPEED LIMIT, OR OFF-PEAK <br />85TH -PERCENTILE SPEED PRIOR TO WORK <br />STARTING, OR THE ANTICIPATED OPERATING <br />SPEED IN KM/H (MPH <br />-TABLE 6C-1 2014 CALIFORNIA MUTCD- <br />-SUGGESTED MINIMUM ADVANCE WARNING SIGN SPACING - <br />* THE COLUMN HEADING A, B, AND C ARE THE DIMENSIONS <br />SHOWN IN FIGURES 6H-1 THROUGH 6H-46. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR <br />POINT OFRICiION TO FIRST SIGN. <br />(S) <br />TAPER LENGTH (L) <br />AFL Network <br />Services <br />FEET <br />40 MPH <br />OR LESS <br />L=WS2 <br />100 FEET <br />URBAN (HIGH SPEED)*MORE THAN 25 MPH TO 40 MPH <br />60 <br />40 h1PH <br />OR MORE <br />L=WS <br />WHERE: L= TAPER LENGTH IN METERS (FEET) <br />W= WIDTH OF OFFSET IN METERS (FEET) <br />S= POSTED SPEED LIMIT, OR OFF-PEAK <br />85TH -PERCENTILE SPEED PRIOR TO WORK <br />STARTING, OR THE ANTICIPATED OPERATING <br />SPEED IN KM/H (MPH <br />-TABLE 6C-1 2014 CALIFORNIA MUTCD- <br />-SUGGESTED MINIMUM ADVANCE WARNING SIGN SPACING - <br />* THE COLUMN HEADING A, B, AND C ARE THE DIMENSIONS <br />SHOWN IN FIGURES 6H-1 THROUGH 6H-46. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR <br />POINT OFRICiION TO FIRST SIGN. <br />AFL Network <br />Services <br />URBAN (LOW SPEED)*25 MPH OR LESS <br />100 FEET <br />100 FEET <br />100 FEET <br />URBAN (HIGH SPEED)*MORE THAN 25 MPH TO 40 MPH <br />250 FEET <br />250 FEET <br />250 FEET <br />URBAN (HIGH SPEED)*MORE THAN 40 MPH <br />350 FEET <br />350 FEET <br />350 FEET <br />RURAL <br />500 FEET <br />500 FEET <br />500 FEET <br />EXPRESSWAY/FREEWAY <br />1000 FEET <br />1000 FEET <br />1000 FEET <br />THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND <br />SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGN. (THE THIRD SIGN IS THE <br />FIRST ONE IN THE THREE -SIGN SERIES ENCOUNTERED BR A DRIVER APPROACHING A TTC ZONE.) <br />SC❑PE ❑F W❑RKI <br />THIS TRAFFIC C❑NTR❑L PLAN IS F❑R THE F❑LL❑WING <br />R❑AD ENCROACHMENTS IN SAN JOAQUIN COUNTY RIGHT OF WAYI <br />DWG,21 SH❑ULDER CL❑SURE ❑N WEST SIDE ❑F N CHRISMAN RD, REQUIRED <br />T❑ PERF❑RM 16' OF TRENCH WORK FROM AT&T SBA TO N CHRISMAN RD <br />RIGHT <br />OF WAY, AS SHOWN ON THE ASSOCIATED PERMIT DRAWINGS, <br />DWG,31 SH❑ULDER CL❑SURE ❑N THE WEST SIDE OF N CHRISMAN RD, <br />REQUIRED TO PLACE A GROUND BED AT&T PA, AS SHOWN ON THE <br />ASSOCIATED PERMIT DRAWINGS, <br />ESTIMATED START DATE -6/28/19 <br />ESTIMATED COMPLETE DATE -9/27/19 <br />NUMBER OF WORK DAYS -5 <br />GENERAL REQUIREMENTSI <br />1, ALL TRAFFIC C❑NTR❑L ELEMENTS SHALL COMPLY WITH THE 2014 <br />CALIFORNIA MANUAL ON UNIF❑RM TRAFFIC CONTROL DEVICES <br /><CA-MUTCD), LATEST EDITION, <br />2, TRAFFIC CONTROL ELEMENTS SHOWN ON THE PLAN ARE SCHEMATIC), <br />TRAFFIC CONTROL ELEMENTS SHALL BE PLACED IN VISIBLE <br />LOCATI❑NS WITH SPACING NO LESS THE DIMENSIONS SHOWN ON <br />THE PLAN, <br />3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND <br />DOCUMENTING THE INSTALLATI❑N OF TRAFFIC CONTROL ELEMENTS <br />AT ALL TIMES, TRAFFIC CONTROL TO REMAIN IN PLACE OVERNIGHT <br />SHALL BE LIGHTED OR REFLECTIVE AS REQUIRED BY THE <br />CA-MUTCD, <br />4, DEVIATI❑NS FROM THE PLAN SHALL BE DOCUMENTED BY THE <br />CONTRACTOR AND SUBMITTED TO THE RESIDENT ENGINEER OR <br />ENGINEER OF RECORD, <br />5. TRAFFIC CONTROL IS DESIGNED FOR A POSTED SPEED OF 35 M,P,H„ <br />CONE SPACING SHALL BE NO MORE THAN 25 FEET ON TAPERS AND <br />50 FEET ON TANGENTS, <br />6, <br />ROAD TYPE DISTANCE BETWEEN SIGNS** <br />A B C <br />CONTRACTOR SHALL NOTIFY ALL EMERGENCY RESPONDERS PUBLIC <br />TRANSPORTATI❑N PROVIDERS, AND THE CITY REPRESENTATIVES NO <br />LESS THAN 48 HOURS PRI❑R TO INSTALLATI❑N OF TRAFFIC <br />CONTROL, <br />7. <br />:ONES SHALL BE NO LESS THAN 28" TALL, <br />CONST <br />C <br />AFL Network <br />Services <br />A Fujikura Business <br />THIS JOB WAS ENGINEERED AND <br />DRAWN BY AFL NETWORK SERVICES <br />UNDER CONTRACT TO AT&T. <br />FOR QUESTIONS AND ASSISTANCE ON THIS <br />JOB PLEASE CALL ENGINEER AS NOTED IN TITLE BOX. <br />ARC <br />UE86 <br />COMP <br />EXCH TRACAII <br />ENGRD,SNEED TEL (559)739-6646 <br />ENGR ARC VOKDEE000 <br />TYPE ❑F CONST <br />TRAFFIC CONTROL PLAN <br />R❑/EST N❑ <br />DWG 1 <br />A01L3HC <br />