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WORK L❑CATI❑N) ACROSS FROM <br />RD, FRENCH CAMP, CA 95231 <br />C7 <br />m <br />L <br />368 YETTNER <br />LEGEND: <br />H TYPE III BARRICADE W/SIGN (5'H x 4'W) <br />)--( TYPE II BARRICADE W/O SIGN (3'H x 2'W) <br />28"(l lcm)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 />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 />7T PROPOSED SIGN AND POST � WORK ZONE LIMITS <br />OSIGNALIZED INTERSECTION � DIRECTION OFTRAFFIC <br />FOC FACE OF CURB <br />FLASHING ARROWBOARD EO P EDGE OF PAVEMENT <br />v <br />466 <br />G <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 />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 TAPER <br />AT 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 <br />LIMIT (5) <br />TAPER LENGTH (L) <br />SIGNS** <br />THE F❑LL❑WING <br />FEET <br />4D 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 />-TABLE 6C-1 2019 CALIFORNIA MUTCD- <br />-SUGGESTED MINIMUM ADVANCE WARNING SIGN SPACING - <br />ROAD TYPE <br />** THE COLUMN HEADING A, B. <br />TRAFFIC C❑NTR❑L <br />DISTANCE BETWEEN <br />SIGNS** <br />THE F❑LL❑WING <br />A <br />ENCROACHMENT IN <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 />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 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 />�_,� at&t <br />SC❑PE ❑F WORKI <br />THIS <br />TRAFFIC C❑NTR❑L <br />PLAN <br />IS F❑R <br />THE F❑LL❑WING <br />R❑AD <br />ENCROACHMENT IN <br />SAN <br />J❑AQUIN <br />A <br />COUNTY <br />THIS JOB WAS ENGINEERED AND DRAWN BY AFL <br />NETWORK SERVICES <br />UNDER CONTRACT TO AT&T. <br />RIGHT <br />JOB PLEASE CALL ENGINEER <br />AS NOTED IN TITLE BOX. <br />OF <br />WAY( <br />1 I 12/2019 <br />DWG,21 LANE CL❑SURE USING FLAGGERS ❑N YETTNER RD, REQUIRED T❑ ACCESS <br />AT&T MH 2517 AND FOR THE PLACEMENT OF APPROXIMATELY 2000' OF NEW <br />CABLE BETWEEN POLES PA AND P,12, GROUND BEDS TO BE PLACED AT PA AND <br />DWG,31 LANE CL❑SURE USING FLAGGERS ❑N MANTHEY RD, REQUIRED F❑R THE <br />PLACEMENT OF THREE NEW POLES EQUIPPED WITH ANCHORS (P,13 -P,15, SEE <br />ASSOCIATED PERMIT DRAWINGS) AND APPROXIMATELY 800' OF NEW AERIAL <br />CABLE BETWEEN POLES P,12 AND PAIS, GROUND BED TO BE PLACED AT P,16, <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 />CCA-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 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 30 AND <br />35 M,P,H„ CONE SPACING SHALL BE NO MORE THAN 25 FEET ON <br />TAPERS AND 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 INSTALLATION OF TRAFFIC <br />CONTROL, <br />7, C❑NES SHALL BE NO LESS THAN 28" TALL, <br />CONST ARC 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 ASSISTANCE ON THIS <br />JOB PLEASE CALL ENGINEER <br />AS NOTED IN TITLE BOX. <br />CONST ARC COMP <br />