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WORK U❑CATI❑N 22150 N KENNEEICK RD,
<br />ACAMP❑ (SAN J❑AQUIN COUNTY), CA 95220
<br />1oi
<br />E Peltier Rd
<br />�'Erlli�
<br />& I
<br />AERIAL CABLE
<br />PLACEMENT —
<br />1dORK AREA
<br />DWG.2
<br />E 81 J G�IIu 4'JiNx��y
<br />P.18
<br />GROUND BED
<br />WORK AREA
<br />Peltier Rd
<br />ery �P•19
<br />(}s WORK AREA
<br />DWG,4
<br />CU
<br />Cil
<br />_ P•13
<br />GROUND BED
<br />WORK AREA
<br />DWG,3
<br />P.8
<br />GROUND BED
<br />ro�WORK AREA
<br />o DWG•3
<br />(U
<br />Acumpa Rd AcBmpa Rd
<br />YC�41liCI:�lown
<br />s
<br />70
<br />a
<br />lhlIBCChiB v
<br />%iCBrti(ya Rd
<br />LEGEND:
<br />Y HIGH LEVEL WARNING DEVICE WITH SIGN (FLAGTREE)
<br />11 TYPE III BARRICADE W/SIGN (5'H x 4'W) FLAGGER
<br />--
<br />)C 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 WORK ZONE LIMITS
<br />OSIGNALIZED INTERSECTION DIRECTION OF TRAFFIC
<br />FOC FACE OF CURB
<br />KNFLASHING ARROWBOARD EO P EDGE OF PAVEMENT
<br />=
<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 />TYPE OF TAPER
<br />TAPER LENGTH (L)*
<br />MERGING PER
<br />AT LEAST L
<br />SHIFTING TAPER
<br />AT LEAST 0.5 L
<br />SHOULDER TAPER
<br />AT LEAST 0.33 L
<br />ONE LAN E, TWO-WAY TRAFFIC TAPER
<br />30 M (100FT) MAXIMUM
<br />DOWNSTREAM TAPER
<br />30 M (100FT) PER LANE
<br />-TABLE 6C-4 2019 CALIFORNIA MUTCD-
<br />-FORMULAS FOR DETERMINING TAPER LENGTH -
<br />SPEED
<br />LIMIT (5)
<br />TAPER LENGTH (L)
<br />AFL Network
<br />FEET
<br />40 MPH
<br />OR LESS
<br />L
<br />A
<br />60
<br />40 MPH
<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 64
<br />-TABLE 6C-1 2019 CALIFORNIA MUTCD-
<br />-SUGGESTED MINIMUM ADVANCE WARNING SIGN SPACING -
<br />A B C
<br />URBAN (LOW SPEED)*25 MPH OR LESS 100 FEET 100 FEET 100 FEET
<br />URBAN (HIGH SPEED)*MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET
<br />URBAN (HIGH SPEED)*MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET
<br />RURAL 500 FEET 500 FEET 500 FEET
<br />EXPRESSWAY/FREEWAY 1000 FEET 1000 FEET 1000 FEET
<br />** THE COLUMN HEADING A, B, AND C ARE THE DIMENSIONS
<br />SHOWN IN FIGURES 6H-1 THROUGH 6H-46,
<br />THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR
<br />POINT OFRICiION 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 CONTROL PLAN IS F❑R THE F❑LL❑WING
<br />R❑AD ENCROACHMENTS IN SAN J❑AQUIN COUNTY RIGHT OF WAYI
<br />SUE DATE
<br />1 01/2020
<br />DWG,2 M❑BILE ❑PERATI❑N ❑N N KENNEEICK RD, REQUIRED F❑R THE
<br />PLACEMENT OF APPROXIMATELY 4120' OF NEW AERIAL CABLE BETWEEN
<br />l
<br />P❑LES P AND P,18,
<br />DWG,3� SH❑ULDER CL❑SURE ❑N THE SOUTH SIDE ❑F PELTIER RD, REQUIRED
<br />T❑ ACCESS POLE P,19 FOR CABLE PLACEMENT WORK,
<br />DWG,41 SH❑ULDER CL❑SURE ❑N THE EAST SIDE ❑F N KENNEEICK RD,
<br />REQUIRED FOR THE PLACEMENT OF GROUND BEDS AT POLES P,8, P,13, AND
<br />P,18,
<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 />THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR
<br />POINT OFRICiION 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 CONTROL PLAN IS F❑R THE F❑LL❑WING
<br />R❑AD ENCROACHMENTS IN SAN J❑AQUIN COUNTY RIGHT OF WAYI
<br />SUE DATE
<br />1 01/2020
<br />DWG,2 M❑BILE ❑PERATI❑N ❑N N KENNEEICK RD, REQUIRED F❑R THE
<br />PLACEMENT OF APPROXIMATELY 4120' OF NEW AERIAL CABLE BETWEEN
<br />l
<br />P❑LES P AND P,18,
<br />DWG,3� SH❑ULDER CL❑SURE ❑N THE SOUTH SIDE ❑F PELTIER RD, REQUIRED
<br />T❑ ACCESS POLE P,19 FOR CABLE PLACEMENT WORK,
<br />DWG,41 SH❑ULDER CL❑SURE ❑N THE EAST SIDE ❑F N KENNEEICK RD,
<br />REQUIRED FOR THE PLACEMENT OF GROUND BEDS AT POLES P,8, P,13, AND
<br />P,18,
<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 />SUE DATE
<br />1 01/2020
<br />DWG,2 M❑BILE ❑PERATI❑N ❑N N KENNEEICK RD, REQUIRED F❑R THE
<br />PLACEMENT OF APPROXIMATELY 4120' OF NEW AERIAL CABLE BETWEEN
<br />l
<br />P❑LES P AND P,18,
<br />DWG,3� SH❑ULDER CL❑SURE ❑N THE SOUTH SIDE ❑F PELTIER RD, REQUIRED
<br />T❑ ACCESS POLE P,19 FOR CABLE PLACEMENT WORK,
<br />DWG,41 SH❑ULDER CL❑SURE ❑N THE EAST SIDE ❑F N KENNEEICK RD,
<br />REQUIRED FOR THE PLACEMENT OF GROUND BEDS AT POLES P,8, P,13, AND
<br />P,18,
<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 />DWG,41 SH❑ULDER CL❑SURE ❑N THE EAST SIDE ❑F N KENNEEICK RD,
<br />REQUIRED FOR THE PLACEMENT OF GROUND BEDS AT POLES P,8, P,13, AND
<br />P,18,
<br />GENERAL REQUIREMENTSI
<br />1, ALL TRAFFIC C❑NTR❑L ELEMENTS SHALL COMPLY WITH THE 2019
<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 />L❑CATI❑NS WITH SPACING NO LESS THE DIMENSI❑NS 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, DEVIATIONS 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 AND
<br />55 M,P,H„ CONE SPACING SHALL BE NO MORE THAN 25 FEET ON
<br />TAPERS AND 50 FEET ON TANGENTS,
<br />ROAD TYPE DISTANCE BETWEEN SIGNS**
<br />CONTRACTOR SHALL NOTIFY ALL EMERGENCY RESPONDERS PUBLIC
<br />TRANSP❑RTATI❑N PROVIDERS, AND THE CITY REPRESENTATIVES NO
<br />LESS THAN 48 HOURS PRI❑R TO INSTALLATION OF TRAFFIC
<br />CONTROL,
<br />7, C❑NES SHALL BE NO LESS THAN 28" TALL
<br />CONST ARC COMP
<br />L❑DICA01
<br />qA
<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 />L❑DICA01
<br />qA
<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 />UE29
<br />EXCH
<br />ENGRAM❑❑RE TEL (559)454-3826
<br />ENGR ARC VOKDEEG00
<br />TYPE ❑F C❑NST
<br />TRAFFIC CONTROL
<br />R❑/EST N❑_
<br />DWG 1 ❑F
<br />PLANMWI
<br />
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