Laserfiche WebLink
E/S OF NEWTON RD IN FRONT OF 3732 NEWTON RD, SAN JOAQUIN COUNTY, CA <br />3931 NEWTON RD <br />3732 NEWTON RD <br />SCOPE OF WORK: <br />THIS TRAFFIC CONTROL <br />PLAN IS <br />FOR <br />THE FOLLOWING <br />ROAD ENCROACHMENTS <br />IN THE <br />SAN <br />JOAQUIN COUNTY RIGHT OF WAY: <br />DWG 2, TRAFFIC CONTROL WILL BE NEEDED TO ACCESS SB 2918 ON E/S OF NEWTON RD <br />TO SPLICE EXISTING FIBER CABLE. <br />NUMBER OF WORK DAYS -1 <br />-TABLE 6C-1 2014 CALIFORNIA MUTCD- <br />-SUGGESTED MINIMUM ADVAN(:E WARNING SIGN SPACING- <br />-TABLE <br />ROAD TYPE DISTANCE BETWEEN SIGNS** <br />6C-2 2014 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 />p } I 1 I 10/2019 <br />TABLE 6C 3 2014 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 PER <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 2014 CALIFORNIA MUTCD- <br />FORMULAS FOR DETERMINING TAPER LENGTH - <br />SPEED <br />LIFITT (5) <br />TAPER LENGTH (L) <br />FEET <br />40 A1PH <br />OR LESS <br />L= W S' <br />60 <br />40 I.1PH <br />OR I.10RE <br />L=WS <br />WHERE: L= TAPER LENGTH IN METERS (FEET) <br />W= WIDTH OF OFFSET IN METERS (FEET) <br />5= POSTED SPEED LIMIT, OR OFF-PEAK <br />65TH -PERCENTILE SPEED PRIOR TO WORK <br />STARTING, OR THE ANTICIPATED OPERATING <br />SPEED IN KM/H (MPH <br />GENERAL REQUIREMENTS: <br />1. ALL TRAFFIC CONTROL ELEMENTS SHALL COMPLY WITH THE 2014 CALIFORNIA <br />MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA-MUTCD), LATEST <br />EDITION, <br />2. TRAFFIC CONTROL ELEMENTS SHOWN ON THE PLAN ARE SCHEMATIC; TRAFFIC <br />CONTROL ELEMENTS SHALL BE PLACED IN VISIBLE LOCATIONS WITH SPACING <br />NO LESS THE DIMENSIONS SHOWN ON THE PLAN, <br />3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND <br />DOCUMENTING THE INSTALLATION OF TRAFFIC CONTROL ELEMENTS AT ALL <br />TIMES. TRAFFIC CONTROL TO REMAIN IN PLACE OVERNIGHT SHALL BE LIGHTED <br />OR REFLECTIVE AS REQUIRED BY THE CA-MUTCD. <br />4. DEVIATIONS FROM THE PLAN SHALL BE DOCUMENTED BY THE CONTRACTOR <br />AND SUBMITTED TO THE RESIDENT ENGINEER OR ENGINEER OF RECORD. <br />5. TRAFFIC CONTROL IS DESIGNED FOR A POSTED SPEED OF 45 M.P.H.. CONE <br />SPACING SHALL BE NO MORE THAN 25 FEET ON TAPERS AND 50 FEET ON <br />TANGENTS, <br />6. CONTRACTOR SHALL NOTIFY ALL EMERGENCY RESPONDERS , PUBLIC <br />TRANSPORTATION PROVIDERS, AND THE CITY REPRESENTATIVES NO LESS <br />THAN 48 HOURS PRIOR TO INSTALLATION OF TRAFFIC CONTROL. <br />7. CONES SHALL BE NO LESS THAN 28" TALL, <br />LEGEND: CONST ARC COMP. <br />HIGH LEVEL WARNING DEVICE WITH SIGN (FLAGTREE) A B C GEO/CO UE73 <br />H TYPE III BARRICADE W/SIGN (5'H x 4'W) URBAN (LOW SPEED)'25 MPH OR LESS 100 FEET 100 FEET 100 FEET <br />FLAGGER SKTNCA01 <br />}—( TYPE II BARRICADE W/O SIGN (3'H x 2'W) URBAN (HIGH SPEED)'MORE THAN 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET EXCH <br />28"(11cm)TRAFFIC CONES W/13"(5cm) REFLECTIVE SLEEVE TANS TOW AWAY NO STOPPING _ TO (SHOW HOURS) <br />URBAN (HIGH SPEED)* MORE THAN 40 MPH 350 FEET 350 FEET 350. FEET ENGR D SNEED TEL 559 <br />FOR DAY/NIGHT USE OR DELINEATORS IF DAY USE ONLY <br />TRAFFIC CONE WITH CLIP ON SIGN TANSAT TOW AWAY NO STOPPING ANY TIME RURAL 500 FEET 500 FEET 500 FEET AFL Network Services ENGR ARC VOKDEEG00 <br />77PROPOSED SIGN AND POST <br />mWORK ZONE LIMITS EXPRESSWAY/FREEWAY 1000 FEET 1000 FEET 1000 FEET TYPE OF CONST <br />O <br />A Fujikura Business SAN JOAQUIN COUNT' SIGNALIZED INTERSECTION DIRECTION OF TRAFFIC ** THE COLUMN HEADING A, B, AND C ARE THE DIMENSIONS <br />SHOWN IN FIGURES 6H-1 THROUGH 61-1-46. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR THIS JOB WAS ENGINEERED AND DRAWN BY AFL NETWORK SERVICES <br />FOC FACE OF CURB POINT OFRICTION TO FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND UNDER CONTRACT TO AT&T. FOR QUESTIONS AND ASSISTANCE ON THIS RO/EST NO A01 PXPC <br />SIGNS, THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGN. (THE THIRD SIGN IS THE JOB PLEASE CALL ENGINEER AS NOTED IN TITLE BOX, <br />FIRST ONE IN THE THREE -SIGN SERIES ENCOUNTERED BR A DRIVER APPROACHING A TTC ZONE.) nwr 1 CIF % TRAFFIC: I <br />