PERFORMANCE ACTIVITY 603 SIGNS

Similar documents
2 Min. Min. Edge of. Edgeline See Note 3 PLAN VIEW. See Note 3. This distance may vary

Section 6H.01 Typical Applications

SCDOT TRAFFIC SIGNAL SPECIAL PROVISIONS TRAFFIC CONTROL FOR TRAFFIC SIGNAL PROJECTS MAINTENANCE OF TRAFFIC

SN01 STANDARD NOTES CITY OF SAMMAMISH 2018 INTERSECTION IMPROVEMENTS PROJECT NO. DATE BY APPR REVISION COSA0023 KING COUNTY WASHINGTON

SN01 STANDARD NOTES CITY OF SAMMAMISH 2018 FLASHING YELLOW ARROW SIGNALS PROJECT NO. DATE BY APPR REVISION COSA0023 KING COUNTY WASHINGTON

South Carolina. It s serious. Deadly serious.

TRAFFIC CONTROL PLAN FOR SURVEYING OPERATIONS END ROAD WORK END ROAD WORK * ** END ROAD WORK END ROAD WORK. TCP (S-1a) TCP (S-1b)

TRAFFIC ENGINEERING DIVISION INSTRUCTIONAL & INFORMATIONAL MEMORANDUM

Work Zone Safety. Guidelines for Temporary Traffic Control

800 Access Control, R/W Use Permits and Drive Design

Created by: St. Louis County

Work Zone Worker Protection

STATE ND PROJECT NO. CP 0883 (14) & CP 1152 (14) SHEET NO. TOTAL SHEETS 9 31 SIGN NUMBER SIGN SIZE DESCRIPTION AMOUNT REQUIRED UNITS PER AMOUNT UNITS

DESIGNATED CONSTRUCTION ZONE SPEED FINES DOUBLE. Manitoba Infrastructure and Transportation. Infrastructure and Transportation. Traffic Engineering

TTI TRAFFIC SAFETY CONFERENCE. John A. Barton, P.E.

Diagram 1 - Shoulder Assistance

DELINEATOR REFERENCE POINT 200' TYPICAL SPACING (YELLOW DELINEATORS) END OF MERGE LANE TAPER DELINEATOR REFERENCE POINT

NCDOT Report on Improving Safety on Secondary Roads

Anticipated Changes Based on 2009 Federal MUTCD

1400 MISCELLANEOUS Traffic Engineering Manual

AGC/MoDOT Annual COOP Meeting. Safety/Traffic Division & Specialty Contractors/Suppliers Breakout Session. December 5, 2018

Handbook for Temporary Traffic Control - Construction, Maintenance, and Utility Operations

Collision Analysis Safety Tables

Brent Spence Bridge Design Exceptions - Alternative I

REVISION VIRGINIA WORK AREA PROTECTION MANUAL. Effective April 1, 2015 for State Forces & Effective starting on the July 2015 Advertisement

Procedure Effective date Rescinds Vehicle Placement In or Near Moving Traffic 17 November January 2005

CLAY COUNTY MISSOURI HIGHWAYS AND TRANSPORTATION COMMISSION PLANS FOR PROPOSED STATE HIGHWAY NOT TO SCALE LENGTH OF PROJECT

Engineering Report: Shasta-Trinity National Forest. Shasta McCloud Management Unit. Analysis of. National Forest System Road 37N79

Support: The Crossbuck (R15-1) sign assigns right-of-way to rail traffic at a highway-rail grade crossing.

Horizontal Sight Distance Considerations Freeway and Interchange Reconstruction

Summary of the Alcoa Highway Redevelopment Project

CHANGE LIST for MDOT Traffic and Safety Geometric Design Guides. May 23, 2017: The following update was made to the web site.

IH 35 FEASIBILITY STUDY

POLICY FOR THE ESTABLISHMENT AND POSTING OF SPEED LIMITS ON COUNTY AND TOWNSHIP HIGHWAYS WITHIN MCHENRY COUNTY, ILLINOIS

The Design-Builder shall meet local road criteria provided by the local governing agencies.

Louisiana s s Work Zone Task Force Work Zone Improvements

FREQUENTLY ASKED QUESTIONS

Two-Lane, Two-Way Roads

MAINE TURNPIKE AUTHORITY ADDENDUM NO. 2 CONTRACT MAPLE STREET UNDERPASS BRIDGE (MM 106.0)

60 70 Guidelines. Managing Speeds. Work Zones

ALLEGAN COUNTY ROAD COMMISSION. Adopted by the Board of County Road Commissioners, December 28, Sign Policy

KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007

REVIEW OF THE DRAFT 2011 VA WORK AREA PROTECTION MANUAL. December 14, 2010 David Rush VDOT WZS Program Manager

FREQUENTLY ASKED QUESTIONS

Exhibit H: Typical Traffic Control Plans. North Metro Natural Gas Pipeline Project Routing Study

PLEASE SUBMIT THE CORRECT PERMIT FEE WITH PAGES 1 & 3 OF APPLICATION TO: OCONTO COUNTY HIGHWAY DEPT, P.O. BOX 138, OCONTO, WI 54153

Speed measurements were taken at the following three locations on October 13 and 14, 2016 (See Location Map in Exhibit 1):

US 67 WIDENING PROJECT

s MEDIAN BARRIERS FOR TEXAS HIGHWAYS

CAR 10-1 TRAFFIC CALMING CAR 10-1 OPR: Engineering 06/06

Night Work Specification

Public Meeting. SD Highway 28 From US81 W 11 miles through Lake Norden Hamlin County PH 0028(37)329 PCN 04JY

Work Zone Safety. Mike Marr Industrial Safety Consultant Ohio Bureau of Workers Compensation Division of Safety & Hygiene

REVIEW OF SIGNIFICANT CHANGES IN THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL. VDOT Traffic Engineering Division Oc7, 2011 Presentation

PART 8. TRAFFIC CONTROLS FOR HIGHWAY-RAIL GRADE CROSSINGS TABLE OF CONTENTS

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 808 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY.

LaDOTD s s New Traffic Control Details

Moraga-Orinda Fire District

Regulatory Signs in Nomenclature Order

Purpose of Tonight s Meeting

2013 Changes to the 2011 MMUTCD, Part 6 September 2013

Two-Way, Continuous. Turn Lane

Project Description: Georgia Department of Transportation Public Information Open House Handout PI#(s): , County: Muscogee

.MAINTENANCE. Strategic Initiative Four:

TxDOT Guidelines for Acknowledgment Signing

DISTRIBUTION: Electronic Recipients List TRANSMITTAL LETTER NO. (15-01) MINNESOTA DEPARTMENT OF TRANSPORTATION. MANUAL: Road Design English Manual

I-405 Sepulveda Pass Improvements Project

Greater Cleveland Regional Transit Authority. Bus Stop Design Guidelines

CHAPTER 11 - TRAFFIC

801-R-xxx LAW ENFORCEMENT OFFICER FOR WORK ZONE SAFETY. (Adopted xx-xx-17)

Fire Department Access & Water Supply

Memorandum Federal Highway Administration

Metropolitan Freeway System 2007 Congestion Report

MOBILE FIRE - RESCUE DEPARTMENT FIRE CODE ADMINISTRATION

TRAFFIC MANAGEMENT STANDARDS CITY OF GARLAND TRANSPORTATION DEPARTMENT

Page 1 of KA

American Association of State Highway and Transportation Officials. June Dear Customer:

AASHTO Policy on Geometric Design of Highways and Streets

Temporary Traffic Control Manual

2003 EDITION. Illinois Supplement to the National Manual on Uniform Traffic Control Devices. Division of Highways

Clovis Fire Department

Traffic Regulations Guidelines

IC Chapter 5. Speed Limits

TRAFFIC DEPARTMENT 404 EAST WASHINGTON BROWNSVILLE, TEXAS City of Brownsville Speed Hump Installation Policy

Work Zone Safety Initiatives and Research Efforts. Irene Soria Safety Evaluation Engineer Illinois Department of Transportation Safety Engineering

TRAFFIC IMPACT STUDY. USD #497 Warehouse and Bus Site

Florida Department of Education Curriculum Framework Grades 9 12, ADULT. Subject Area: Safety and Driver Education

Fire Apparatus Access Roads in Marysville

EL DORADO COUNTY REGIONAL FIRE PROTECTION STANDARD

CONTENTS I. INTRODUCTION... 2 II. SPEED HUMP INSTALLATION POLICY... 3 III. SPEED HUMP INSTALLATION PROCEDURE... 7 APPENDIX A... 9 APPENDIX B...

2. ELIGIBILITY REQUIREMENTS

1200 ZONES AND STUDIES Traffic Engineering Manual

1. INTRODUCTION 2. PROJECT DESCRIPTION CUBES SELF-STORAGE MILL CREEK TRIP GENERATION COMPARISON

Skills and Sequences for In-Car Instruction

Median Barriers in North Carolina -- Long Term Evaluation. Safety Evaluation Group Traffic Safety Systems Management Section

CITY OF POWAY MEMORANDUM

CITY OF FARMERSVILLE, TEXAS

PURPOSE POLICY. Page 1 of 6 / S.O.G Highway Operations Pascal Arnes Chief of Fire

Temporary Traffic Control Plans

Public Health Services San Joaquin Co.

Transcription:

PERFORMANCE ACTIVITY 603 SIGNS WORK DESCRIPTION 3 WORK DESCRIPTION 4 WORK DESCRIPTION 6 New Install Maintenance / Replace Temporary

603 SIGNS ACTIVITY DESCRIPTION Install new signs and maintain and replace existing signs. WORK DESCRIPTION 3 New Install WORK DESCRIPTION 4 Maintenance / Replace WORK DESCRIPTION 6 Temporary TRAFFIC CONTROL Utilize intermittent mobile operations for these work activities under the following conditions: Condition 1 - The maximum time duration of a stop is 15 minutes if the work vehicle and/or the shadow vehicle encroach upon a travel lane more than 2 feet. Condition 2 - The maximum time duration of a stop is 30 minutes if the work vehicle and/or the shadow vehicle encroach upon a travel lane 2 feet or less. During intermittent mobile operations, utilize a shadow vehicle when the stopping sight distance interval between the work vehicle or road machinery and an approaching motorist is unavailable based upon the posted regulatory speed limit of the work location. Flagging operations are required for work activities that cannot be conducted under the conditions required for intermittent mobile operations. TYPICAL DRAWING APPLICATIONS FLAGGING OPERATIONS DRAWING 405-01-A - FLAGGING OPERATIONS DRAWING 405-01-B(1) - FLAGGING OPERATIONS STOP SIGN CONTROLLED SIDE ROADS DRAWING 405-01-B(2) - FLAGGING OPERATIONS 4-WAY STOP CONTROLLED INTERSECTION DRAWING 405-01-C(1) - FLAGGING OPERATIONS TRAFFIC SIGNAL CONTROLLED INTERSECTION LAW ENFORCEMENT OFFICER(S) DRAWING 405-01-C(2) - FLAGGING OPERATIONS TRAFFIC SIGNAL CONTROLLED INTERSECTION FLAGGERS 603-1

DRAWING 405-01-D(1) - FLAGGING OPERATIONS BEGINNING at an INTERSECTION with a TWO-LANE TWO-WAY ROADWAY DEPARTURE LANE DRAWING 405-01-D(2) - FLAGGING OPERATIONS TERMINATING at an INTERSECTION with a TWO-LANE TWO-WAY ROADWAY APPROACH LANE DRAWING 405-01-E(1) DRAWING 405-01-E(2) - FLAGGING OPERATIONS INTERSECTIONS with < / = 35 MPH MULTILANE ROADWAYS DRAWING 405-01-F(1) DRAWING 405-01-F(2) - FLAGGING OPERATIONS INTERSECTIONS with INTERMEDIATE SPEED to HIGH SPEED 40 MPH - 60 MPH MULTILANE ROADWAYS DRAWING 405-02 - FLAGGING OPERATIONS SINGLE FLAGGER OPERATION LOW VOLUME TO INTERMEDIATE SPEED MOBILE OPERATIONS INTERMITTENT DRAWING 535-01-A - MOBILE OPERATIONS INTERMITTENT VERTICAL CURVE (HILL) DRAWING 535-01-B - MOBILE OPERATIONS INTERMITTENT HORIZONTAL CURVE (CURVE) DRAWING 535-02-A - MOBILE OPERATIONS INTERMITTENT LOW VOLUME 603-2

DRAWING 535-02-B - MOBILE OPERATIONS INTERMITTENT LOW VOLUME DRAWING 535-03-A - MOBILE OPERATIONS INTERMITTENT DRAWING 535-03-B - MOBILE OPERATIONS INTERMITTENT DRAWING 535-04-A - MOBILE OPERATIONS INTERMITTENT DRAWING 535-04-B - MOBILE OPERATIONS INTERMITTENT INTERIOR TRAVEL LANE OPERATIONS DRAWING 535-04-C - MOBILE OPERATIONS INTERMITTENT MULTILANE SECONDARY AND PRIMARY ROADWAYS Utilize intermittent mobile operations for these work activities under the following conditions: Condition 1 - The maximum time duration of a stop is 15 minutes if the work vehicle and/or the shadow vehicle encroach upon a travel lane more than 2 feet. Condition 2 - The maximum time duration of a stop is 30 minutes if the work vehicle and/or the shadow vehicle encroach upon a travel lane 2 feet or less. During intermittent mobile operations, utilize a shadow vehicle when the stopping sight distance interval between the work vehicle or road machinery and an approaching motorist is unavailable based upon the posted regulatory speed limit of the work location. Lane closures are required for work activities that cannot be conducted under the conditions required for intermittent mobile operations as stated above. TYPICAL DRAWING APPLICATIONS LANE CLOSURES DRAWING 505-01 - LANE CLOSURE MULTILANE < / = 35 MPH DRAWING 505-03-A - LANE CLOSURE 40 MPH - 60 MPH MULTILANE 603-3

MOBILE OPERATIONS INTERMITTENT DRAWING 535-01-A - MOBILE OPERATIONS INTERMITTENT VERTICAL CURVE (HILL) DRAWING 535-01-B - MOBILE OPERATIONS INTERMITTENT HORIZONTAL CURVE (CURVE) DRAWING 535-03-A - MOBILE OPERATIONS INTERMITTENT DRAWING 535-03-B - MOBILE OPERATIONS INTERMITTENT DRAWING 535-04-A - MOBILE OPERATIONS INTERMITTENT DRAWING 535-04-B - MOBILE OPERATIONS INTERMITTENT INTERIOR TRAVEL LANE OPERATIONS DRAWING 535-04-C - MOBILE OPERATIONS INTERMITTENT INTERSTATE ROADWAYS Utilize intermittent mobile operations for these work activities under the following conditions: Condition 1 - The maximum time duration of a stop is 5 minutes if the work vehicle and/or the shadow vehicle encroach upon an adjacent travel lane due to a shoulder area inadequate to accommodate a vehicle in its entirety due to the presence of a concrete median barrier wall or a bridge parapet wall. Condition 2 - The maximum time duration of a stop is 30 minutes if the vehicles remain in the shoulder areas in their entirety with no encroachment upon an adjacent travel lane. During intermittent mobile operations, utilize a shadow vehicle when the stopping sight distance interval between the work vehicle or road machinery and an approaching motorist is unavailable based upon the posted regulatory speed limit of the work location. Standard shoulder closures may be used for work activities that cannot be conducted under the conditions required for intermittent mobile operations when the work may be performed without the necessity for equipment, personnel, materials, or vehicles to encroach within 10 feet of the adjacent travel or without creating a hazard to passing motorists. Lane closures are required for work activities that cannot be conducted under the conditions required for intermittent mobile operations or standard shoulder closures. Lane closures are required for work activities that require equipment, personnel, materials, or any vehicles to encroach upon a travel lane or within 10 feet of a travel lane. ( Brief periodic encroachments upon the adjacent travel lane for the equipment to relocate or bypass structures such as guardrail locations or bridge structures are acceptable. ) 603-4

TYPICAL DRAWING APPLICATIONS LANE CLOSURES DRAWING 510-01-A - LANE CLOSURE DRAWING 510-01-B - LANE CLOSURE EXIT / ENTRANCE RAMPS SHOULDER CLOSURES DRAWING 520-01 - RIGHT SHOULDER CLOSURE CASE I / CASE II DRAWING 520-02 - LEFT SHOULDER CLOSURE CASE I / CASE I NARROW MEDIAN DRAWING 520-03 - LEFT SHOULDER CLOSURE CASE I / CASE I WIDE MEDIAN DRAWING 520-04 - LEFT SHOULDER CLOSURE CASE I / CASE II WIDE MEDIAN DRAWING 520-05 - LEFT SHOULDER CLOSURE CASE II / CASE II WIDE MEDIAN DRAWING 520-06 - SHOULDER CLOSURE GORE AREA MOBILE OPERATIONS INTERMITTENT DRAWING 535-01-A - MOBILE OPERATIONS INTERMITTENT VERTICAL CURVE (HILL) DRAWING 535-01-B - MOBILE OPERATIONS INTERMITTENT HORIZONTAL CURVE (CURVE) DRAWING 535-04-D(1) - MOBILE OPERATIONS INTERMITTENT HIGH SPEED DRAWING 535-04-E - MOBILE OPERATIONS INTERMITTENT HIGH SPEED INTERIOR TRAVEL LANE OPERATIONS 603-5