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WORK L❑CATI❑N, 11966 N FURRY RD, two, ISSUE DATE
<br />at&t I 12,2019
<br />L❑DI (SAN J❑AQUIN COUNTY), CA 95240
<br />DWG,2
<br />Dorothy Mahla EHS Q Holland Imporls v
<br />9Lle Oak
<br />Elementary Schunl
<br />DWG,3
<br />0_ 0i
<br />WORN
<br />5132 A1
<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 />350
<br />70
<br />730
<br />75
<br />820
<br />* POSTED SPEED, OFF-PEAK
<br />65TH -PERCENTILE SPEED
<br />PRIOR TO WORK STARING OR THE
<br />ANTICIPATED OPERATING SPEED
<br />LEGEND:
<br />TYPE III BARRICADE W/SIGN (5'H x 4'W)
<br />TYPE IIBARRICADE W/0 SIGN (3'H x 2'W)
<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 TAPER
<br />A7 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 2019 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 />28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE SLEEVE TANS
<br />FOR DAY/NIGHT USE OR DELINEATORS IF DAY USE ONLY
<br />TRAFFIC CONE WITH CLIP ON SIGN TAN SAT
<br />PROPOSED SIGN AND POST
<br />SIGNALIZED INTERSECTION
<br />FLASHING ARROWBOARD
<br />FOC
<br />EOP
<br />HIGH LEVEL WARNING DEVICE WITH SIGN (FLAGTREE)
<br />FLAGGER
<br />TOW AWAY NO STOPPING _ TO _ (SHOW HOURS)
<br />TOW AWAY NO STOPPING ANY TIME
<br />WORK ZONE LIMITS
<br />DIRECTION OF TRAFFIC
<br />FACE OF CURB
<br />EDGE OF PAVEMENT
<br />5700 � 5914
<br />-TABLE 6C-1 2019 CALIFORNIA MUTCD-
<br />-SUGGESTED MINIMUM ADVANCE WARNING SIGN SPACING -
<br />ROAD TYPE
<br />(S)
<br />TAPER LENGfH (L)
<br />SIGNS**
<br />AFL Network
<br />FEET
<br />40 MPH
<br />OR LESS
<br />2
<br />L
<br />URBAN (LOW SPEED)*25 MPH OR LESS
<br />100
<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
<br />28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE SLEEVE TANS
<br />FOR DAY/NIGHT USE OR DELINEATORS IF DAY USE ONLY
<br />TRAFFIC CONE WITH CLIP ON SIGN TAN SAT
<br />PROPOSED SIGN AND POST
<br />SIGNALIZED INTERSECTION
<br />FLASHING ARROWBOARD
<br />FOC
<br />EOP
<br />HIGH LEVEL WARNING DEVICE WITH SIGN (FLAGTREE)
<br />FLAGGER
<br />TOW AWAY NO STOPPING _ TO _ (SHOW HOURS)
<br />TOW AWAY NO STOPPING ANY TIME
<br />WORK ZONE LIMITS
<br />DIRECTION OF TRAFFIC
<br />FACE OF CURB
<br />EDGE OF PAVEMENT
<br />5700 � 5914
<br />-TABLE 6C-1 2019 CALIFORNIA MUTCD-
<br />-SUGGESTED MINIMUM ADVANCE WARNING SIGN SPACING -
<br />ROAD TYPE
<br />DISTANCE BETWEEN
<br />SIGNS**
<br />AFL Network
<br />A
<br />Services
<br />B
<br />C
<br />URBAN (LOW SPEED)*25 MPH OR LESS
<br />100
<br />FEET
<br />100
<br />FEET
<br />100 FEET
<br />URBAN (HIGH SPEED)*MORE THAN 25 MPH TO 40 MPH
<br />250
<br />FEET
<br />250
<br />FEET
<br />250 FEET
<br />URBAN (HIGH SPEED)*MORE THAN 40 MPH
<br />350
<br />FEET
<br />350
<br />FEET
<br />350 FEET
<br />RURAL
<br />500
<br />FEET
<br />500
<br />FEET
<br />500 FEET
<br />EXPRESSWAY/FREEWAY
<br />1000
<br />FEET
<br />1000 FEET
<br />1000 FEET
<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. 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
<br />R❑AD ENCROACHMENT IN
<br />PLAN IS F❑R THE FOLLOWING
<br />SAN J❑AQUIN COUNTY RIGHT OF WAYI
<br />PLACEMENT ❑F APPROXIMATELY 5000' ❑F NEW CABLE ALONG BEAR CREEK RD
<br />BETWEEN POLES PA AND P,29, REQUIRING A M❑BILE OPERATI❑N ALONG THE
<br />LENGTH OF THE ROAD BETWEEN 99 FRONTAGE RD AND N FURRY RD, THIS WORK
<br />WILL REQUIRE A TEMPORARY (5 MINUTE DURATION) ROAD CLOSURE OF 99
<br />FRONTAGE RD AT BEAR CREEK RD, FOR THE PLACEMENT OF A NEW SPAN OF
<br />AERIAL CABLE OVER THE ROADWAY BETWEEN POLES PA AND P,2, AND A
<br />TEMPORARY ROAD CLOSURE OF N FURRY RD/BEAR CREEK RD FOR THE
<br />PLACEMENT OF A NEW SPAN OF AERIAL CABLE AND STRAND OVER THE
<br />ROADWAY BETWEEN POLES P,28 AND P,29, THIS JOB WILL ALSO REQUIRE THE
<br />REPLACEMENT OF POLES P,12 AND P,27, AND GROUND BED PLACEMENT AT P,24
<br />(SEE THE ASSOCIATED PERMIT DRAWINGS),
<br />GENERAL REQUIREMENTSI
<br />1, ALL TRAFFIC C❑NTR❑L ELEMENTS SHALL COMPLY WITH THE 2019
<br />CALIFORNIA MANUAL ON UNIFORM 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❑CATIONS 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, 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 />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 />TRANSPORTATION PROVIDERS, AND THE CITY REPRESENTATIVES NO
<br />LESS THAN 48 HOURS PRIOR TO INSTALLATION OF TRAFFIC
<br />C❑NTR❑L,
<br />7, CONES SHALL BE NO LESS THAN 28" TALL,
<br />CONST ARC COMP
<br />UE29
<br />EXCH L❑DICA01 �
<br />ENGRAM❑❑RE TEL (559)454-3826
<br />ENGR ARC VOKDEEG00
<br />TYPE ❑F CONST
<br />TRAFFIC CONTROL PLAN
<br />RD/ES N❑ A01R1J8
<br />DWG 1 ❑F 3 P504
<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 ASSISTANCE ON THIS
<br />JOB PLEASE CALL ENGINEER AS NOTED IN TITLE BOX.
<br />UE29
<br />EXCH L❑DICA01 �
<br />ENGRAM❑❑RE TEL (559)454-3826
<br />ENGR ARC VOKDEEG00
<br />TYPE ❑F CONST
<br />TRAFFIC CONTROL PLAN
<br />RD/ES N❑ A01R1J8
<br />DWG 1 ❑F 3 P504
<br />
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