Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_PS-2000501 thru PS-2001000_ - PS-2000619

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WORK U❑CATI❑N, 22150 N KENNEEICK RD, ACAMP❑ (SAN J❑AQUIN COUNTY), CA 95220 PeitlerRd EPeltierRd F'citi��i It�l WORK n AREA LEGEND: 1=1 TYPE III BARRICADE W/SIGN (5'H x 4'W) )--( TYPE II BARRICADE W/O SIGN (3'H x 2'W) 28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE SLEEVE TANS FOR DAY/NIGHT USE OR DELINEATORS IF DAY USE ONLY TRAFFIC CONE WITH CLIP ON SIGN TANSAT E Peltler Rd PeI11eI WiNery & VineyNlds HIGH LEVEL WARNING DEVICE WITH SIGN (FLAGTREE) FLAGGER TOW AWAY NO STOPPING _ TO _ (SHOW HOURS) TOW AWAY NO STOPPING ANY TIME � PROPOSED SIGN AND POST Cl � � WORK ZONE LIMITS OSIGNALIZED INTERSECTION DIRECTION OF TRAFFIC FOC FACE OF CURB FLASHING ARROWBOARD EOP EDGE OF PAVEMENT Peltler Rd -TABLE 6C-2 2019 CALIFORNIA MUTCD- -STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEED- SPEED* (MPH) DISTANCE (FT) 20 115 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 65 645 EXPRESSWAY/FREEWAY 70 730 75 820 * POSTED SPEED, OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO WORK STARING OR THE ANTICIPATED OPERATING SPEED -TABLE 6C-3 2019 CALIFORNIA MUTCD- -TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONE - TYPE OF TAPER TAPER LENGTH (L)* MERGING TAPER AT LEAST L SHIFTING TAPER AT LEAST 0.5 L SHOULDER TAPER AT LEAST 0.33 L ONE LANE, TWO-WAY TRAFFIC TAPER 30 M (100FT) MAXIMUM DOWNSTREAM TAPER 30 M (10OFT) PER LANE -TABLE 6C-4 2019 CALIFORNIA MUTCD- -FORMULAS FOR DETERMINING TAPER LENGTH - SPEED LIMIT (5) TAPER LENGTH (L) C❑NTR❑L PLAN FEET 40 MPH OR LESS x L URBAN (LOW SPEED) *25 MPH OR LESS 60 40 MPH OR MORE L=WS WHERE: L= TAPER LENGTH IN METERS (FEET) W= WIDTH OF OFFSET IN METERS (FEET) 5= POSTED SPEED LIMIT, OR OFF-PEAK 85TH -PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATED OPERATING SPEED IN KM/H (MPH -TABLE 6C-1 2019 CALIFORNIA MUTCD- -SUGGESTED MINIMUM ADVANCE WARNING SIGN SPACING - ** THE COLUMN HEADING A. B. TRAFFIC C❑NTR❑L PLAN IS F❑R THE F❑LL❑WING CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES URBAN (LOW SPEED) *25 MPH OR LESS 100 FEET 100 FEET 100 FEET URBAN (HIGH SPEED)*MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET URBAN (HIGH SPEED)*MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET RURAL SOO FEET 500 FEET 500 FEET EXPRESSWAY/FREEWAY 1000 FEET 1000 FEET 1000 FEET AND C ARE THE DIMENSIONS SHOWN IN FIGURES 6H-1 THROUGH 6H-46. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OFRICTION TO FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGN. (THE THIRD SIGN IS THE F[RST ONE IN THE THREE -SIGN SERIES ENCOUNTERED BR A DRIVER APPROACHING A TTC ZONE.) ISSUE DATE at&t 1 01/2020 SC❑PE ❑F W❑RKI THIS TRAFFIC C❑NTR❑L PLAN IS F❑R THE F❑LL❑WING CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES R❑AD ENCROACHMENTS IN SAN J❑AQUIN A TRAFFIC CONTROL ELEMENTS SHALL BE PLACED IN VISIBLE LOCATI❑NS WITH SPACING NO LESS THE DIMENSI❑NS SHOWN ON NETWORK SERVICES COUNTY 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND AS NOTED IN TITLE BOX. DOCUMENTING THE INSTALLATI❑N OF TRAFFIC CONTROL ELEMENTS RIGHT SHALL BE LIGHTED OR REFLECTIVE AS REQUIRED BY THE CA-MUTCD OF WAY I SHOULDER CL❑SURE ❑N THE EAST SIDE ❑F N KENNEPICK RD AND THE SOUTH SIDE OF PELTIER RD, REQUIRED TO PERFORM DIRECTI❑NAL BORE AND TRENCH WORK BETWEEN POLE P,18 AND P,19, AS SHOWN ON THE ASSOCIATED PERMIT DRAWINGS, GENERAL ROAD TYPE DISTANCE BETWEEN SIGNS** CONST A B C REQUIREMENTSI 1, ALL TRAFFIC C❑NTR❑L ELEMENTS SHALL COMPLY WITH THE C. AFL Network CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES Services (CA-MUTCD), LATEST EDITION 2. TRAFFIC CONTROL ELEMENTS SHOWN ON THE PLAN ARE SCHEMATIC, A TRAFFIC CONTROL ELEMENTS SHALL BE PLACED IN VISIBLE LOCATI❑NS WITH SPACING NO LESS THE DIMENSI❑NS SHOWN ON NETWORK SERVICES THE PLAN, 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND AS NOTED IN TITLE BOX. DOCUMENTING THE INSTALLATI❑N OF TRAFFIC CONTROL ELEMENTS AT ALL TIMES, TRAFFIC CONTROL TO REMAIN IN PLACE OVERNIGHT SHALL BE LIGHTED OR REFLECTIVE AS REQUIRED BY THE CA-MUTCD 4, DEVIATIONS FROM THE PLAN SHALL BE DOCUMENTED BY THE CONTRACTOR AND SUBMITTED TO THE RESIDENT ENGINEER OR ENGINEER OF RECORD, 5, TRAFFIC CONTROL IS DESIGNED FOR A POSTED SPEED OF 45 AND 55 M,P,H„ CONE SPACING SHALL BE NO MORE THAN 25 FEET ON TAPERS AND 50 FEET ON TANGENTS, 6, CONTRACTOR SHALL NOTIFY ALL EMERGENCY RESPONDERS PUBLIC TRANSP❑RTATI❑N PROVIDERS, AND THE CITY REPRESENTATIVES NO LESS THAN 48 HOURS PRIOR TO INSTALLATION OF TRAFFIC CONTROL, 7, :ONES SHALL BE NO LESS THAN 28" TALL, ARC UE29 C❑MP EXCH L❑DICA01 ENGRAM❑❑RE TEL (559)454-3826 ENGR ARC VOKDEEG00 TYPE OF CONST TRAFFIC CONTROL PLAN R❑/EST N❑ A0 IRA4D DWG 1 ❑F 2 P504 AFL Network Services A Fujikura Business THIS JOB WAS ENGINEERED AND DRAWN BY AFL NETWORK SERVICES UNDER CONTRACT TO AT&T. FOR QUESTIONS AND ASSISTANCE ON THIS JOB PLEASE CALL ENGINEER AS NOTED IN TITLE BOX. ARC UE29 C❑MP EXCH L❑DICA01 ENGRAM❑❑RE TEL (559)454-3826 ENGR ARC VOKDEEG00 TYPE OF CONST TRAFFIC CONTROL PLAN R❑/EST N❑ A0 IRA4D DWG 1 ❑F 2 P504