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WORK L❑CATI❑N( 24879 S LAMMERS RD,�,� I„�t llAlt
<br />TRACY (SAN J❑AQUIN COUNTY), CA 95377 at&t 1 9/2019
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<br />MH i
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<br />DWG.4
<br />Robert T, Monagan Fwy
<br />W Schutte Rd
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<br />W Schulte Rd
<br />Eleventh St
<br />Kimhall High School
<br />CAPITAL
<br />PARK DR
<br />MH 499��
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<br />LEGEND;
<br />Y HIGH LEVEL WARNING DEVICE WITH SIGN (FLAGTREE)
<br />H TYPE III BARRICADE W/SIGN (5'H x 4'W) FLAGGER
<br />X---< TYPE II BARRICADE W/O 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 />TRAFFIC CONE WITH CLIP ON SIGN TAN SAT TOW AWAY NO STOPPING ANY TIME
<br />PROPOSED SIGN AND POST m WORK ZONE LIMITS
<br />�
<br />O SIGNALIZED INTERSECTION ' DIRECTION OF TRAFFIC
<br />FOC FACE OF CURB
<br />FLASHING ARROWBOARD EO P EDGE OF PAVEMENT
<br />-TABLE 6C-2 2019 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 />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 2019 CALIFORNIA MUTCD-
<br />-TAPER LENGTH CRITERIA FOR
<br />TEMPORARY TRAFFIC CONTROL ZONE -
<br />F TAPER
<br />-TABLE 6C-4 2019 CALIFORNIA MUTCD-
<br />TAPER LENGTH (L)*
<br />A
<br />B
<br />C
<br />Services
<br />A
<br />Fujikura Business
<br />FORMULAS FOR DETERMINING TAPER LENGTH
<br />SPEED LIMIT
<br />MIT (S) TAPER LENGTH (L)
<br />FEET
<br />40 MPH OR LESS L= WSJ
<br />60
<br />40 MPH OR MORE L=WS
<br />WHERE: L=TAPER LENGTH IN METERS (FEET)
<br />W= WIDTH OF OFFSET IN METERS (FEET)
<br />5= 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 />ROAD
<br />-TABLE 6C-1 2019 CALIFORNIA MUTCD-
<br />-SUGGESTED MINIMUM ADVANCE WARNING SIGN SPACING-
<br />TYPE
<br />DISTANCE BETWEEN SIGNS**
<br />A
<br />B
<br />C
<br />Services
<br />WHERE: L=TAPER LENGTH IN METERS (FEET)
<br />W= WIDTH OF OFFSET IN METERS (FEET)
<br />5= 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 />ROAD
<br />-TABLE 6C-1 2019 CALIFORNIA MUTCD-
<br />-SUGGESTED MINIMUM ADVANCE WARNING SIGN SPACING-
<br />TYPE
<br />DISTANCE BETWEEN SIGNS**
<br />A
<br />B
<br />C
<br />Services
<br />A
<br />Fujikura Business
<br />THIS JOB WAS ENGINEERED AND DRAWN BY AFL
<br />NETWORK SERVICES
<br />UNDER CONTRACT TO AT&T.
<br />FOR QUESTIONS AND
<br />ASSISTANCE ON THIS
<br />JOB PLEASE CALL ENGINEER
<br />AS NOTED IN TITLE BOX.
<br />THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR
<br />POINT OFRICTION TO FIRST SIGN. 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 J❑AQUIN COUNTY RIGHT OF WAYI
<br />DWG,21 SH❑OLDER CL❑SURE ❑N THE WEST SIDE ❑F S LAMMERS RD, REQUIRED T❑
<br />STATI❑N A WORK VEHICLE AT THE ROADWAY SHOULDER TO ACCESS AT&T MH 499,
<br />L❑GATED ON THE DIRT SHOULDER, FOR SPLICING WORK,
<br />DWG,31 SH❑OLDER CL❑SURE ❑N THE S❑UTH SIDE ❑F W SCHULTE RD, REQUIRED T❑
<br />STATI❑N A WORK VEHICLE AT THE ROADWAY SHOULDER TO ACCESS AT&T POLE PAL
<br />L❑GATED ON THE DIRT SHOULDER, FOR SPLICING WORK,
<br />DWG,41 RIGHT TURN LANE CL❑SURE ❑N THE S❑UTH SIDE ❑F W SCHULTE RD, REQUIRED
<br />T❑ STATI❑N A WORK VEHICLE IN THE TRAVEL LANE TO ACCESS AT&T MH 5061
<br />L❑GATED ON THE INTERSECTI❑N RETURN, FOR SPLICING WORK,
<br />DWG,SI RIGHT LANE CL❑SURE ❑N THE EAST SIDE ❑F HANSEN RD, REQUIRED T❑ STATI❑N
<br />A W❑RK VEHICLE IN THE TRAVEL LANE TO ACCESS AT&T MH 1, LOCATED BEYOND THE
<br />SIDEWALK, FOR SPLICING WORK,
<br />GENERAL REQUIREMENTSt
<br />1, ALL TRAFFIC C❑NTR❑L ELEMENTS SHALL COMPLY WITH THE 2014
<br />CALIFORNIA MANUAL ON UNIF❑RM TRAFFIC CONTROL DEVICES
<br />CCA-MUTCD), LATEST EDITI❑N,
<br />2, TRAFFIC CONTROL ELEMENTS SHOWN ON THE PLAN ARE SCHEMATIC;
<br />TRAFFIC CONTROL ELEMENTS SHALL BE PLACED IN VISIBLE
<br />L❑CATI❑NS WITH SPACING NEI LESS THE DIMENSIONS SHOWN ON
<br />THE PLAN,
<br />31 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND
<br />DOCUMENTING THE INSTALLATION 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 45 M,P,H,
<br />ONE SPACING SHALL BE NO MORE THAN 25 FEET ON TAPERS AND
<br />50 FEET ON TANGENTS,
<br />6, CONTRACT❑R SHALL NOTIFY ALL EMERGENCY RESPONDERS PUBLIC
<br />TRANSP❑RTATI❑N PROVIDERS, AND THE CITY REPRESENTATIVES NO
<br />LESS THAN 48 HOURS PRI❑R TO INSTALLATI❑N OF TRAFFIC
<br />C❑NTR❑L,
<br />7, C❑NES SHALL BE NO LESS THAN 28" TALL,
<br />COMP
<br />AFL Network
<br />Services
<br />A
<br />Fujikura Business
<br />THIS JOB WAS ENGINEERED AND DRAWN BY AFL
<br />NETWORK SERVICES
<br />UNDER CONTRACT TO AT&T.
<br />FOR QUESTIONS AND
<br />ASSISTANCE ON THIS
<br />JOB PLEASE CALL ENGINEER
<br />AS NOTED IN TITLE BOX.
<br />C❑NST
<br />
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