Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2019_PS-1903501 thru PS-1904000_ - PS-1903734

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WORK L❑CATI❑N( 5865 E (SAN J❑AQUIN COUNTY), Morada Middle School ASHLEY CA LEGEND: H 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 DAYMIGHT USE OR DELINEATORS IF DAY USE ONLYTANSAT +— TRAFFIC CONE WITH CLIP ON SIGN PROPOSED SIGN AND POST OSIGNALIZED INTERSECTION FOC FLASHING ARROWBOARD EOP 95212 LN, HIGH LEVEL WARNING DEVICE WITH SIGN (FLAGTREE) FLAGGER TOW AWAY NO STOPPING _ TO _ (SHOW HOURS) TOW AWAY NO STOPPING ANY TIME WORK ZONE LIMITS DIRECTION OF TRAFFIC FACE OF CURB EDGE OF PAVEMENT ST❑CKT❑N •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 WORK ZONE LIMITS DIRECTION OF TRAFFIC FACE OF CURB EDGE OF PAVEMENT ST❑CKT❑N •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 -TABL[= 6C-3 2019 CALIFORNIA MUTCD- =PAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONE- TYPE O ROAD TYPE DISTANCE BETWEEN SIGNS** A B C 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 (100FT) PER LANE -TABLE 6C-4 2019 CALIFORNIA MUTCD- -FORMUUIS FOR DETERMINING TAPER LENGTH- SPEED LIMIT (5) TAPER FEETz T WHERE: L=TAPER LENGTH IN METERS (FEET) W=- WIDTH OF OFFSET IN METERS (FEET) S= 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, 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 H (L) 40 MPH OR LESS L= 100 FEET URBAN (HIGH SPEED)*MORE THAN 25 MPH TO 40 MPH 60 40 MPH OR MORE L=WS WHERE: L=TAPER LENGTH IN METERS (FEET) W=- WIDTH OF OFFSET IN METERS (FEET) S= 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, 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 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 500 FEET 500 FEET 500 FEET EXPRESSWAY/FREEWAY 1000 FEET 1000 FEET 1000 FEET DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGN. (THE THIRD SIGN IS THE FIRST ONE IN THE THREE -SIGN SERIES ENCOUNTERED BR A DRIVER APPROACHING A TTC ZONE.) r at&t 1 1012019 SC❑PE ❑F W❑RK, THIS TRAFFIC C❑NTR❑L PLAN IS F❑R THE F❑LL❑WING RDAD ENCROACHMENTS IN SAN J❑AQUIN COUNTY RIGHT OF WAY, DWG,2, M❑BILE OPERATION ❑N E ASHLEY LN, REQUIRED F❑R THE PLACEMENT OF 580' OF NEW AERIAL ALONG THE SOUTH SIDE OF THE ROADWAY AND 75' OF AERIAL CABLE CROSSING THE ROADWAY, DWG,3, M❑BILE ❑PERATI❑N ❑N E ASHLEY LN, REQUIRED F❑R THE PLACEMENT OF 1400' OF NEW AERIAL ALONG THE SOUTH SIDE OF THE R❑ADWAY, DWG,4, M❑BILE OPERATION ❑N E ASHLEY LN, REQUIRED F❑R THE PLACEMENT OF 250' OF NEW AERIAL ALONG THE SOUTH SIDE OF THE R❑ADWAY AND 216' OF AERIAL CABLE CROSSING THE ROADWAY, DWG,S, SHOULDER CL❑SURE ❑N M❑SHER DR, REQUIRED F❑R THE PLACEMENT ❑F A NEW 274' SPAN OF AERIAL CABLE OVER THE ROADWAY, DWG,6, SHOULDER CL❑SURE ❑N E EASTVIEW DR, REQUIRED F❑R THE PLACEMENT OF A NEW 212' SPAN OF AERIAL CABLE OVER THE ROADWAY, GENERAL REQUIREMENTS, 1, ALL TRAFFIC CONTROL ELEMENTS SHALL COMPLY WITH THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CCA-MUTCD), LATEST EDITI❑N, 2, TRAFFIC CONTROL ELEMENTS SHOWN ON THE PLAN ARE SCHEMATIC) TRAFFIC CONTROL ELEMENTS SHALL BE PLACED IN VISIBLE LOCATI❑NS WITH SPACING NO LESS THE DIMENSIONS SHOWN ON THE PLAN, 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND 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, DEVIATI❑NS 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 25 AND 40 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 TRANSPORTATION PROVIDERS, AND THE CITY REPRESENTATIVES NO LESS THAN 48 HOURS PRI❑R TO INSTALLATI❑N OF TRAFFIC C❑NTR❑L. 7, C❑NES SHALL BE NO LESS THAN 28' TALL, CONST ARC.COMP AFL Network Services A Fujikura Business THIS J08 WAS ENGINEERED AND DRAWN BY AFL NETWORK SERVICES UNDER CONTRACT TO ATBT. FOR QUESTIONS AND ASSISTANCE ON THIS JOB PLEASE CALL ENGINEER AS NOTED IN TITLE BOX.