Exhibit H: Typical Traffic Control Plans. North Metro Natural Gas Pipeline Project Routing Study
|
|
- Owen Ellis
- 5 years ago
- Views:
Transcription
1 Exhibit H: Typical Traffic Control Plans North Metro Natural Gas Pipeline Project Routing Study
2 North Metro Natural Gas Pipeline Project Routing Study This page intentionally left blank.
3 Contractor: CAMPOS EPC LLC. MHT # 1 Method of Handling Traffic: ON TWO LANE BASED ON A ZONE: TAPER: 50 DEVICE SPACING: 20 BUFFER: END TAPER: 50 DEVICE SPACING: 20 TRANSITION AREA: SIGN SPACING PER MUTCD FIGURE 6H-3 DISTANCES BETWEEN SIGNS TYPE URBAN (35 MPH AND LESS) URBAN (40 MPH AND GREATER) RURAL EXPRESSWAY / FREEWAY A B C 100' 100' 100' 350' 350' 350' 500' 500' 500' 1000' 1500' 2640' ZONE NO PARKING NO PARKING SIGNS WILL BE USED WHEN NEEDED. 1. CONTRACTOR WILL NEED ON TWO LANE DURING ING HOURS ONLY. 2. FLAGGERS WILL STOP TRAFFIC FOR ZONE. 3. CONTRACTOR WILL IN HALF OF THE WAY AT A TIME. 4. AT NIGHT, HAZARDS WILL BE MARKED AND DELINEATED WITH DRUMS AND FLASHING LIGHTS. 5. REFER TO MUTCD 2009 EDITION FIGURE 6H-10 FOR A TYPICAL APPLICATION. VARIOUS FLAGGER SYMBOL CONES DRUMS / LIGHTS CEPC
4 Contractor: CAMPOS EPC LLC. MHT # 2 Method of Handling Traffic: ON TWO LANE AT AN INTERSECTION BASED ON A ZONE: TAPER: 50 DEVICE SPACING: 20 BUFFER: END TAPER: 50 DEVICE SPACING: 20 TRANSITION AREA: VARIOUS ZONE VARIOUS 1. CONTRACTOR WILL NEED ONE LANE ON TWO LANE DURING ING HOURS ONLY. 2. FLAGGERS WILL STOP TRAFFIC FOR ZONE. 3. AT NIGHT, HAZARDS WILL BE BARRICADED WITH DRUMS AND FLASHING LIGHTS. 4. REFER TO MUTCD 2009 EDITION FIGURES 6H-10 AND 27 FOR TYPICAL APPLICATIONS. NO PARKING NO PARKING SIGNS WILL BE USED WHEN NEEDED. SIGN SPACING PER MUTCD FIGURE 6H-3 DISTANCES BETWEEN SIGNS TYPE URBAN (35 MPH AND LESS) URBAN (40 MPH AND GREATER) RURAL EXPRESSWAY / FREEWAY A B C 100' 100' 100' 350' 350' 350' 500' 500' 500' 1000' 1500' 2640' SIGNS: FLAGGER SYMBOL CONES DRUMS / LIGHTS CEPC
5 Contractor: CAMPOS EPC LLC. MHT # 3 Method of Handling Traffic: TYPICAL SHOULDER CLOSURE COMMON URBAN SPEED LIMITS VARIOUS BASED ON A SPEED OF 25 MPH: SHOULDER TAPER: 41 SHOULDER BUFFER: 155 DEVICE SPACING: 50 SHOULDER END TAPER: 50 BASED ON A SPEED OF 40 MPH: SHOULDER TAPER: 105 SHOULDER SHOULDER END TAPER: 50 SHOULDER BASED ON A SPEED OF 35 MPH: SHOULDER TAPER: 80 DEVICE SPACING: 35 SHOULDER BUFFER: 250 DEVICE SPACING: 70 SHOULDER END TAPER: 50 BASED ON A SPEED OF 50 MPH: SHOULDER TAPER: 200 DEVICE SPACING: 55 SHOULDER BUFFER: 425 DEVICE SPACING: 110 SHOULDER END TAPER: 50 VARIOUS ZONE NO PARKING NO PARKING SIGNS WILL BE USED WHEN NEEDED. SHOULDER SHOULDER SIGN SPACING PER MUTCD FIGURE 6H-3 DISTANCES BETWEEN SIGNS TYPE URBAN (35 MPH AND LESS) URBAN (40 MPH AND GREATER) RURAL EXPRESSWAY / FREEWAY A B C 100' 100' 100' 350' 350' 350' 500' 500' 500' 1000' 1500' 2640' 1. CONTRACTOR WILL NEED THE SHOULDER DURING ING HOURS ONLY. 2. AT NIGHT ALL HAZARDS WILL BE MARKED AND DELINEATED. 3. REFER TO MUTCD FIGURE 6H-3 FOR A TYPICAL APPLICATION. 4. ALL SIDE STREETS INTERSECTING WITHIN ZONE A POSTED. SIGNS & DEVICES: SHOULDER CONES CEPC
6 Contractor: CAMPOS EPC LLC. MHT # 4 Method of Handling Traffic: RIGHT LANE CLOSURE FLAGGING POSITIONS DETERMINED IN THE FIELD. FLAGGER SYMBOL MINIMUM FROM FLAGGER STATION. RIGHT LANE 1. CONTRACTOR WILL NEED THE LEFT LANES ON A FIVE LANE DURING ING HOURS ONLY. 2. AT NIGHT ALL HAZARDS WILL BE BARRICADED WITH DRUMS AND FLASHING LIGHTS. 3. REFER TO MUTCD FIGURE 6H-33 FOR A TYPICAL APPLICATION RIGHT LANE 1 - TRANSITION SYMBOL (1L) TYPE II BARRICADE 1 - TYPE C ARROWBOARD CONE END TAPER: 50 - MAX CEPC
7 Contractor: CAMPOS EPC LLC. MHT # 5 Method of Handling Traffic: FLAGGING POSITIONS DETERMINED IN THE FIELD. FLAGGER SYMBOL MINIMUM FROM FLAGGER STATION. *OPTIONAL FLAGGING RIGHT LANE E 58TH AVENUE LEFT LANE LOGAN STREET LOGAN COURT 1. CONTRACTOR WILL NEED THE LEFT LANES ON A FIVE LANE DURING ING HOURS ONLY. 2. AT NIGHT ALL HAZARDS WILL BE BARRICADED WITH DRUMS AND FLASHING LIGHTS. 3. REFER TO MUTCD FIGURE 6H-33 FOR A TYPICAL APPLICATION LEFT LANE 1 - RIGHT LANE 1 - REVERSE CURVE (1R) 1 - TRANSITION SYMBOL (1L) 1 - NO LEFT TURN SYMBOL YIELD 1 - FLAGGER SYMBOL 2 - TYPE II BARRICADE 1 - TYPE C ARROWBOARD CONE END TAPER: 50 - MAX CEPC
8 Contractor: CAMPOS EPC LLC. MHT # 6 Method of Handling Traffic: RIGHT LANE CLOSURE / CLOSURE FLAGGING POSITIONS DETERMINED IN THE FIELD. FLAGGER SYMBOL MINIMUM FROM FLAGGER STATION. WHEN ZONE IS IN THE PARKING LOT. PARKING STALLS SHALL BE WITH DRUMS AND CAUTION TAPE. DETOUR CROSS HERE BUSINESS ACCESS DETOUR YIELD RIGHT LANE E 58TH AVENUE LOGAN STREET DETOUR LOGAN COURT DETOUR BUSINESS ACCESS 1. CONTRACTOR WILL NEED THE RIGHT LANE ON A FIVE LANE DURING ING HOURS ONLY. 2. AT NIGHT ALL HAZARDS WILL BE BARRICADED WITH DRUMS AND FLASHING LIGHTS. 3. REFER TO MUTCD FIGURES 6H-33 AND 20 FOR TYPICAL APPLICATIONS RIGHT LANE 1 - NO RIGHT TURN SYMBOL 1 - NO LEFT TURN SYMBOL SPECIAL (DETOUR BUSINESS ACCESS) 4 - TYPE II BARRICADE 1 - CROSS HERE WITH ARROW (1L) DETOUR ARROW (1D) 3 - DETOUR 1 - YIELD CONE END TAPER: 50 - MAX CEPC
9 Contractor: CAMPOS EPC LLC. MHT # 7 Method of Handling Traffic: RIGHT LANE FLAGGING POSITIONS DETERMINED IN THE FIELD. FLAGGER SYMBOL MINIMUM FROM FLAGGER STATION. (OPTIONAL) E 58TH AVENUE LOGAN COURT CONTRACTOR A DESIGNATED COMPETENT PERSON AIDE PEDESTRIANS THROUGH ZONE FROM THE NORTH SIDE WHERE THERE IS NOT A FEASIBLE PEDESTRIAN DETOUR. 1. CONTRACTOR WILL NEED THE RIGHT LANE ON A FIVE LANE DURING ING HOURS ONLY. 2. AT NIGHT ALL HAZARDS WILL BE BARRICADED WITH DRUMS AND FLASHING LIGHTS. 3. REFER TO MUTCD FIGURE 6H-33 FOR A TYPICAL APPLICATION RIGHT LANE 2 - TRANSITION SYMBOL (2R) TYPE II BARRICADE 1 - TYPE 3MA BARRICADE (OPTIONAL) 1 - TYPE C ARROWBOARD CONE END TAPER: 50 - MAX CEPC
10 Contractor: CAMPOS EPC LLC. MHT # 8 Method of Handling Traffic: LEFT LANE CLOSURE LEFT LANE E 58TH AVENUE LOGAN COURT END TAPER: 50 - MAX 1. CONTRACTOR WILL NEED THE LEFT LANE ON A FIVE LANE DURING ING HOURS ONLY. 2. AT NIGHT ALL HAZARDS WILL BE BARRICADED WITH DRUMS AND FLASHING LIGHTS. 3. REFER TO MUTCD FIGURE 6H-33 FOR A TYPICAL APPLICATION LEFT LANE 2 - TRANSITION SYMBOL (2L) 1 - TYPE C ARROWBOARD CONE LEFT LANE CEPC
11 Contractor: CAMPOS EPC LLC. MHT # 9 Y Method of Handling Traffic: RIGHT LANE CLOSURE END TAPER: 50 - MAX E 58TH AVENUE LOGAN COURT 1. CONTRACTOR WILL NEED THE RIGHT LANE ON A FIVE LANE DURING ING HOURS ONLY. 2. AT NIGHT ALL HAZARDS WILL BE BARRICADED WITH DRUMS AND FLASHING LIGHTS. 3. REFER TO MUTCD FIGURE 6H-33 FOR A TYPICAL APPLICATION RIGHT LANE 1 - TYPE 3MA BARRICADE (OPTIONAL) CONE RIGHT LANE CEPC
SN01 STANDARD NOTES CITY OF SAMMAMISH 2018 FLASHING YELLOW ARROW SIGNALS PROJECT NO. DATE BY APPR REVISION COSA0023 KING COUNTY WASHINGTON
STANDARD NOTES SN01 2 OF 8 ROADWAY PLAN PL01 3 OF 8 ROADWAY PLAN PL02 4 OF 8 LANE 10 105 150 205 270 450 500 550 11 12 SHOULDER 115 125 MINIMUM LANE CLOSURE TAPER LENGTH = L 165 225 295 180 245 320 5 25
More informationSN01 STANDARD NOTES CITY OF SAMMAMISH 2018 INTERSECTION IMPROVEMENTS PROJECT NO. DATE BY APPR REVISION COSA0023 KING COUNTY WASHINGTON
STANDARD NOTES SN01 2 OF 17 STANDARD NOTES SN02 3 OF 17 SITE PREP & T.E.S.C. NOTES GENERAL NOTES SITE PREP & T.E.S.C. PLAN SP01 4 OF 17 SITE PREP & T.E.S.C. NOTES GENERAL NOTES SITE PREP & T.E.S.C. PLAN
More information2013 Changes to the 2011 MMUTCD, Part 6 September 2013
2013 Changes to the 2011 MMUTCD, Part 6 September 2013 The requirements for drum spacing in Sections 6C.07 (Page 557 (MI)) and 6F.63 (Page 604 (MI)) have been revised to more closely match the pavement
More informationSTATE 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
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 SUB TOTAL SIGN NUMBER SIGN SIZE DESCRIPTION AMOUNT
More informationSouth Carolina. It s serious. Deadly serious.
South Carolina It s serious. Deadly serious. Work Zone Safety Guidelines for the South Carolina Department of Transportation, Municipalities, Counties, Utilities, and Contractors 2013 1 Table of Contents
More informationAnticipated Changes Based on 2009 Federal MUTCD
Anticipated Changes Based on 2009 Federal MUTCD Section 1A.13 Meanings of text headings (Standard, d Guidance, Option, Support) relocated and clarified Standard d statements shall hll not be modified difid
More informationBID SUMMARY SHEET CONTRACT NO
1 EACH R1-1 - 30" X 30" Stop Sign $23.61 $23.58 2 EACH R1-2 - 36" x 36" x 36" Yield Sign $16.36 $16.61 3 EACH R1-2 - 24" x 24" x 24" Yield Sign $12.55 $13.24 4 EACH R3-1 - 12" x 6" 4-Way $2.76 $1.98 5
More informationREVIEW OF THE DRAFT 2011 VA WORK AREA PROTECTION MANUAL. December 14, 2010 David Rush VDOT WZS Program Manager
REVIEW OF THE DRAFT 2011 VA WORK AREA PROTECTION MANUAL December 14, 2010 David Rush VDOT WZS Program Manager Manual on Uniform Traffic Control Devices (MUTCD) Released in December 2009 States have until
More informationTRAFFIC CONTROL PLAN FOR SURVEYING OPERATIONS END ROAD WORK END ROAD WORK * ** END ROAD WORK END ROAD WORK. TCP (S-1a) TCP (S-1b)
kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use. 3 for
More informationHandbook for Temporary Traffic Control - Construction, Maintenance, and Utility Operations
Purdue University Purdue e-pubs Indiana Local Technical ssistance Program (LTP) Publications Indiana Local Technical ssistance Program (LTP) 7-2004 Handbook for Temporary Traffic Control - Construction,
More informationBID SUMMARY SHEET PUBLIC BID NO TRAFFIC WARNING/STREET SIGNS AND SUPPLIES BIDS RECEIVED: MARCH 29, 2016
1 EACH R1-1 - 30" X 30" Stop Sign $22.90 $23.62 2 EACH R1-2 - 36" x 36" x 36" Yield Sign $16.29 $18.00 3 EACH R1-2 - 24" x 24" x 24" Yield Sign $12.54 $10.03 4 EACH R1-6a-Ped X-ing $22.80 $43.80 5 EACH
More informationSCDOT TRAFFIC SIGNAL SPECIAL PROVISIONS TRAFFIC CONTROL FOR TRAFFIC SIGNAL PROJECTS MAINTENANCE OF TRAFFIC
SCDOT TRAFFIC SIGNAL SPECIAL PROVISIONS TRAFFIC CONTROL FOR TRAFFIC SIGNAL PROJECTS MAINTENANCE OF TRAFFIC TRAFFIC CONTROL: The Contractor shall execute the item of Traffic Control as required by the Standard
More informationCAPCOG TRAFFIC SIGNS, POSTS & CONTROL DEVICES
CAPCOG 2018-19 TRAFFIC SIGNS, POSTS & CONTROL DEVICES Ratified 3/19/18 Winning bid is bold and highlighted. Ordering information is at the end of the document Contract Term April 1, 2018 to March 31, 2019
More informationSection 6H.01 Typical Applications
December 27, 2010 Draft Page 6H-1 Section 6H.01 Typical Applications Support: 01 Whenever the acronym TTC is used in this Chapter, it refers to temporary traffic control. 02 The needs and control of all
More informationWork Zone Worker Protection
Work Zone Worker Protection Field Guide Developed by American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406 (800) 272-8772 Web Address: www.atssa.com E-mail:
More informationLaDOTD s s New Traffic Control Details
LaDOTD s s New Traffic Control Details Louisiana Pavement Conference Baton Rouge, Louisiana October 7, 2004 Charles Adams, P.E., PTOE Objectives Traffic Background Information What Drove the Department
More informationWork Zone Safety. Guidelines for Temporary Traffic Control
Work Zone Safety Guidelines for Temporary Traffic Control Revised April 2015 1 Table of Contents Introduction 3 Traffic Control Devices 4 Signs 4 Channelizing Devices 7 Lighting Devices 11 Component Parts
More informationLouisiana s s Work Zone Task Force Work Zone Improvements
Louisiana s s Work Zone Task Force Work Zone Improvements Louisiana Asphalt Technology Conference Shreveport, Louisiana February 24, 2005 Charles Adams, P.E., PTOE Why Improve Work Zones? Number of Work
More informationTemporary Traffic Control Plans
Temporary Traffic Control Plans US Department of Transportation Federal Highway Administration (FHWA) MUTCD 2009 EDITION Adopted by WSDOT December 19, 2011 with modifications per WAC 468-95. 2-1 Standard
More informationWork Zone Safety. Mike Marr Industrial Safety Consultant Ohio Bureau of Workers Compensation Division of Safety & Hygiene
Work Zone Safety Mike Marr Industrial Safety Consultant Ohio Bureau of Workers Compensation Division of Safety & Hygiene 1 Agenda Manuals/Codes/Statistics Setup & Removal of Work Zones Devices and Locations
More informationCLAY COUNTY MISSOURI HIGHWAYS AND TRANSPORTATION COMMISSION PLANS FOR PROPOSED STATE HIGHWAY NOT TO SCALE LENGTH OF PROJECT
DI E INDE OF SHEETS TYPICAL SECTIONS (TS) ( SHEET)--- QUANTITIES (QU) (7 SHEETS)--------- 3 PLAN-PROFILE (PP)------------------ REFERENCE POINTS (RP)-------------- COORDINATE POINTS (CP)------------- CULVERT
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007
07-08001 Sheet 1 of 2 KANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007 SECTION 805 WORK ZONE TRAFFIC CONTROL AND SAFETY TYPICAL TRAFFIC CONTROL, 2-LANE
More informationGARDEN STATE. 1 Active Work Zone When Flashing 36x36 W Advisory Speed 10 18x18 W Advisory Speed 15 18x18 W
ROAD SIGNS, SIGN POSTS AND TRAFFIC CONTROL ITEMS - BID TABULATION IFB #15-012 (All Bids) Garden State Highway Products Contact: Joe McCracken 1740 E. Oak Road Vineland, NJ 08361 Phone: 856-692-7572 Fax:
More informationPage 1 of KA
Page 1 of 10 5 Contact the Area Engineer at 620-384-7821 for RAP sample location. Page 2 of 10 SS-1HP or approved alternate shall be used for Tack. Page 3 of 10 Ú City limit or Urban boundary No Centerline
More informationDiagram 1 - Shoulder Assistance
Diagram - Shoulder Assistance Approx. skip (40 ). Notify K. C. Scout. Turn on the emergency directional flashers and top rear facing strobe lights. 3. Pull to the shoulder and stop approximately 40 feet
More informationWork Zone Safety & New Interstate Resurfacing Provision
2017 CAPA Presentation Work Zone Safety & New Interstate Resurfacing Provision Steve Kite, PE State Work Zone Engineer Work Zone Safety Data In 2016, Approximately 600 construction projects across NC (not
More informationTRAFFIC ENGINEERING DIVISION INSTRUCTIONAL & INFORMATIONAL MEMORANDUM
VIRGINIA DEPARTMENT OF TRANSPORTATION TRAFFIC ENGINEERING DIVISION INSTRUCTIONAL & INFORMATIONAL MEMORANDUM GENERAL SUBJECT: Portable Temporary Rumble Strips (PTRS) SPECIFIC SUBJECT: Guidelines for the
More informationLee County DOT Traffic Section Design Standard for Sign Installation
Lee County DOT Traffic Section Design Standard for Sign Installation Traffic Section Table Of Contents Section Title 1. Sign Panel Material 2. Sign Shape 3. Posts 4. Fasteners 5. Retro reflectivity and
More informationWork Zone Changes Since We Last Met 2016 Louisiana Transportation Conference. Barry L. Lacy, P.E. Work Zone/Claims/Audit Engineer
Work Zone Changes Since We Last Met 2016 Louisiana Transportation Conference Barry L. Lacy, P.E. Work Zone/Claims/Audit Engineer Louisiana State Motto Why is Work Zone Safety Important? US Work Zone Fatalities
More informationSECTION 12 - CONSTRUCTION AREA TRAFFIC CONTROL TABLE OF CONTENTS
SECTION 12 - CONSTRUCTION AREA TRAFFIC CONTROL TABLE OF CONTENTS Section Page 12-1 GENERAL...12.1 12-2 FLAGGING...12.1 12-2.01 Flaggers...12.1 12-2.02 Flagging Costs...12.1 12-3 TRAFFIC-HANDLING EQUIPMENT
More informationLCDOT DETOUR PROCEDURES. and GUIDELINES
LCDOT DETOUR PROCEDURES and GUIDELINES LCDOT Traffic Department (847) 377-7400 Rev 2/3/2017 ADVANCE ROAD CLOSED SIGNS (W20-3) These signs shall be a 48" x 48" Black Legend on Fluorscent Orange Sheeting.
More informationWork Zone Safety Best Practices Traffic Engineering & Safety Conference October 18, Dean Mentjes Federal Highway Administration
Work Zone Safety Best Practices Traffic Engineering & Safety Conference October 18, 2017 Dean Mentjes Federal Highway Administration Juan Pava Illinois Department of Transportation 1 Setting the Stage:
More informationTRAFFIC CONTROL PLAN ONE-LANE TWO-WAY TRAFFIC CONTROL TCP(1-2)-12 ONE LANE TWO-WAY CONTROL WITH YIELD SIGNS ONE LANE TWO-WAY CONTROL WITH FLAGGERS
DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver-
More informationpanelsizes:min.:30x30,std.:36x36,exp.:36x36,fwy.:48x48 levels:gscolorfill GSBWFILL GSOUTLINE chevronshoulderradius: constructpanels: pan
panelsizes:min.:30x30,std.:36x36,exp.:36x36,fwy.:48x48 levels:gscolorfill GSBWFILL GSOUTLINE chevronshoulderradius:12.000 constructpanels:36 24 18 panelborderradius:12.000 chevrontipradius:12.000 panelstyle:warning.ssi
More informationPERFORMANCE ACTIVITY 603 SIGNS
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
More informationDEPARTMENTAL MATERIAL SPECIFICATIONS TRAFFIC CONTROL PLAN TYPICAL DETAILS WZ(TD)-13 BARRIER DELINEATION WITH MODULAR GLARE SCREENS
Concrete Barrier NOTES: 1. Length of Safety Glare Fence will be specified elsewhere in the plans. 2. The cumulative nominal length of the modular units shall equal the length of the individual sections
More informationMoving Operations. Introduction by. National Traffic Management & Work Zone Safety Conference March 2009
Driver Behavior Around Moving Operations Introduction by Mli Melisa D. Fil Finley, PE P.E. National Traffic Management & Work Zone Safety Conference March 2009 Mobile Operation Intrusions New York State
More informationREVIEW OF SIGNIFICANT CHANGES IN THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL. VDOT Traffic Engineering Division Oc7, 2011 Presentation
REVIEW OF SIGNIFICANT CHANGES IN THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL VDOT Traffic Engineering Division Oc7, 2011 Presentation VA Supplement to the MUTCD VDOT developed Supplements which consist
More informationTHE CITY OF MARION HISTORIC DOWNTOWN STREETSCAPE PLAN DIRECTIONAL SIGNAGE
THE CITY OF MARION HISTORIC DOWNTOWN STREETSCAPE PLAN DIRECTIONAL SIGNAGE PREPARED BY: CITY OF MARION PLANNING AND DEVELOPMENT DEPARTMENT DECEMBER 2010 HIGHWAY & INTERSTATE DESTINATION SIGNAGE Interstate
More informationSTATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 961 PORTABLE TRAFFIC SIGNALS OCTOBER 17, 2008
961.01 Description 961.02 Prequalification 961.03 Requirements STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 961 PORTABLE TRAFFIC SIGNALS OCTOBER 17, 2008 961.01 Description. This
More information2003 EDITION. Illinois Supplement to the National Manual on Uniform Traffic Control Devices. Division of Highways
2003 EDITION Illinois Supplement to the National Manual on Uniform Traffic Control Devices Division of Highways ILLINOIS SUPPLEMENT TO THE NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES INTRODUCTION
More informationREVISION VIRGINIA WORK AREA PROTECTION MANUAL. Effective April 1, 2015 for State Forces & Effective starting on the July 2015 Advertisement
REVISION 1 2011 VIRGINIA WORK AREA PROTECTION MANUAL Effective April 1, 2015 for State Forces & Effective starting on the July 2015 Advertisement VA Supplements to the MUTCD Revisions to VDOT developed
More informationVDOT 2008 Road and Bridge Standards Section Transition Curves
õíßáßáwúkÿîßá VDOT 2008 Road and Bridge s Page Title TC-5.01 & 5.04 802.01 802.02 802.03 802.04 802.05 802.06 Explanation of Tables and Instructions for Use General Conditions Transition Curves for Rural
More informationExposition Light Rail Transit Project
Exposition Light Rail Transit Project Project Status Update Meeting West End Corridor Segment C Culver City Senior Center May 27, 2010 Phase 1 Project Description 8.6 mile corridor from Downtown Los Angeles
More informationTwo-Lane, Two-Way Roads
Two-Lane, Two-Way Roads road consisting of two opposing lanes of undivided traffic. Two-Lane Two-Way *Drawings Not To Scale mndot.gov/fieldmanual Field Manual January 08 Intermediate Volume Up to 00 DT
More informationAGC/MoDOT Annual COOP Meeting. Safety/Traffic Division & Specialty Contractors/Suppliers Breakout Session. December 5, 2018
AGC/MoDOT Annual COOP Meeting Safety/Traffic Division & Specialty Contractors/Suppliers Breakout Session December 5, 2018 District Work Zone Review St. Louis June 11-14, 2018 Central July 16-18, 2018 Northeast
More informationMISSOURI HIGHWAYS AND TRANSPORTATION PLANS FOR PROPOSED STATE HIGHWAY DESIGN DESIGNATION INDEX OF SHEETS LENGTH OF PROJECT SHEET NUMBER
DESIGN DESIGNATION A.A.D.T - XXXX = XXXX V = XX M.P.H PLANS FOR PROPOSED HIGHWAY INDEX OF SHEETS SHEET DESCRIPTION NUMBER TITLE SHEET ----------------------- 1 TYPICAL SECTIONS (TS) (1 SHEET)-- QUANTITIES
More informationTemporary Traffic Control Manual
Temporary Traffic Control Manual For Street Construction and Maintenance Operations in the City of Appleton Prepared by the City of Appleton Department of Public Works Engineering Division Traffic Section
More informationTwo-Way, Continuous. Turn Lane
Two-Way, Continuous Two-Way, eft Continuous Turn ane eft Turn ane roadway with a center lane between opposing lanes of traffic that allows traffic from either direction to make left turns off the roadway.
More informationMobile Barrier Trailer
Mobile Barrier Trailer Protecting our employees History Born out of the need to protect employees working on highways (June 2004) 4 years of research and development Manufacture and deployment of the Mobile
More informationRegulatory Signs in Nomenclature Order
Regulatory Signs in Nomenclature Order Nomenclature Description Sizes (mm x mm) R 1-1 STOP 600x600 750x750 900x900 1200x1200 R 1-1A RIGHT LANE KEEP MOVING 600x750 750x900 R 1-1B OPPOSING TRAFFIC DOES NOT
More informationBook. Ontario Traffic Manual. July Introduction to the. Appendix A - Illustrated Sign and Signal Display Index
Book 1A Ontario Traffic Manual July 2001 Introduction to the Ontario Traffic Manual Appendix A - Illustrated Sign and Signal Display Index Book 1A Ontario Traffic Manual July 2001 Introduction to the Ontario
More informationBrownwood Portable Traffic Signals and AFADs Evaluation. Carl Johnson, P.E., TxDOT Brownwood District Melisa Finley, P.E., TTI
Brownwood Portable Traffic Signals and AFADs Evaluation Carl Johnson, P.E., TxDOT Brownwood District Melisa Finley, P.E., TTI Using Portable Traffic Signals (PTS) in Maintenance Operations: Brownwood District
More informationGuelph Driving School. 246 WOOLWICH ST. Unit C Guelph, Ontario N1H 3V9. Office: Cell:
246 WOOLWICH ST. Unit C Guelph, Ontario N1H 3V9 Office: 519-829-8801 Cell: 519-362-5664 Email: info@guelphdrivingschool.com 1 2 Are cars drivers responsible for their passengers buckling up? A. Only if
More informationTTI TRAFFIC SAFETY CONFERENCE. John A. Barton, P.E.
TTI TRAFFIC SAFETY CONFERENCE John A. Barton, P.E. Introduction TxDOT Mission Work with others to provide safe and reliable transportation solutions for Texas. 2 Mission Zero Is a Journey toward: Zero
More informationPlan Check Policies and Guidelines
Plan Check Policies and Guidelines VII. A. INTRODUCTION Traffic signing and striping plans are required for all General Plan Roads and any roadway that is 56-foot wide curb-to-curb (78 R/W) or wider. Transportation
More information2014 Fall Asphalt Conference October 7, 2014 Richmond, VA Review of Virginia s 2013 Work Zone Crash Statistics
2014 Fall Asphalt Conference October 7, 2014 Richmond, VA Review of Virginia s 2013 Work Zone Crash Statistics David Rush WZ Safety Program Manager Traffic Engineering Division Review of Virginia s 2013
More informationNight Work Specification
Night Work Specification 1.0 Hours of Work The contractor is advised that most work for this contract will be carried out during night time hours. For the purposes of this contract night is defined as
More informationSafeZone Sign Stands. Stand Features
SafeZone Sign Stands Stand Features Crash Designed Break-Away Base Quick Release System for all modular attachments and accessories Pull Pin/Kick Release for easy deployment of legs Independently adjustable
More informationQuestions and Answers from March 1 st, 2016 Roadbuilders Introduction Webinar
Questions and Answers from March 1 st, 2016 Roadbuilders Introduction Webinar No. Question Answer 1 Is it mandatory to have an Engineer sign off on all TMP's containing a lane closure even in a 50 or 60
More informationDESIGNATED CONSTRUCTION ZONE SPEED FINES DOUBLE. Manitoba Infrastructure and Transportation. Infrastructure and Transportation. Traffic Engineering
CONSTRUCTION DESIGNATED ZONE SPEED FINES DOUBLE Manitoba Infrastructure and Transportation Work Zone Traffic Control Manual Provincial Roads and Provincial Trunk Highways Infrastructure and Transportation
More informationPORTABLE TRAFFIC SIGNALS
3/7/2017 PORTABLE TRAFFIC SIGNALS Mike Winters John Thomas, Inc. JTI has been in the portable signal business for over 20 years. We manufacture the ADDCO PTS-2000, and rent and sell the signals across
More informationSupport: The Crossbuck (R15-1) sign assigns right-of-way to rail traffic at a highway-rail grade crossing.
TECHNICAL COMMITTEE: Railroad and Light Rail Transit Technical Committee DATE OF ACTION: June 25, 2004 TOPIC: Crossbuck with Yield or Stop Signs and Advance Signs. STATUS: Accepted by the National Committee
More informationAct 229 Evaluation Report
R22-1 W21-19 W21-20 Act 229 Evaluation Report Prepared for Prepared by Table of Contents 1. Documentation Page 3 2. Executive Summary 4 2.1. Purpose 4 2.2. Evaluation Results 4 3. Background 4 4. Approach
More informationThe Traffi cade Way:
The Trafficade Way: To provide our customers with prompt, dependable and friendly service and to be recognized as the leaders and experts in the industries we serve. Index Sign Manufacturing Process...
More informationPlan Check Policies and Guidelines
VIII. TRAFFIC SIGNING AND STRIPING PLANS A. INTRODUCTION Traffic signing and striping plans are required for all General Plan Roads and any roadway that is 56-foot wide curb-to-curb (78 R/W) or wider.
More informationCHANGE LIST for MDOT Traffic and Safety Geometric Design Guides. May 23, 2017: The following update was made to the web site.
CHANGE LIST for MDOT Traffic and Safety Geometric Design Guides Note: Located at https://mdotjboss.state.mi.us/tssd/tssdhome.htm May 23, 2017: The following update was made to the web site. GEO-650-D Flares
More informationPART 8. TRAFFIC CONTROLS FOR HIGHWAY-RAIL GRADE CROSSINGS TABLE OF CONTENTS
PART 8. TRAFFIC CONTROLS FOR HIGHWAY-RAIL GRADE CROSSINGS TABLE OF CONTENTS CHAPTER 8A. GENERAL Section 8A.01 Introduction... 8A-1 Section 8A.02 Use of Standard Devices, Systems, and Practices... 8A-4
More informationDELINEATOR REFERENCE POINT 200' TYPICAL SPACING (YELLOW DELINEATORS) END OF MERGE LANE TAPER DELINEATOR REFERENCE POINT
200' TYP. 0' < EACH SIDE BOTH ROADWAYS END OF MERGE LANE TAPER TYPICAL FOR ALL 2-LANE MERGES EXCEPT WHERE THERE IS A MERGE FROM THE RIGHT AND NO OFFSET IN THE THROUGH LANES END OF MERGE LANE TAPER 200'
More information801-R-xxx LAW ENFORCEMENT OFFICER FOR WORK ZONE SAFETY. (Adopted xx-xx-17)
801-R-xxx LAW ENFORCEMENT OFFICER FOR WORK ZONE SAFETY (Adopted xx-xx-17) Description This work shall consist of providing a Law Enforcement Officer, LEO, to assist with the safe, efficient, orderly movement
More informationAcadiana Safety Association Keeping Acadiana s citizens safe since 1961!
Acadiana Safety Association Keeping Acadiana s citizens safe since 1961! 337.234.4640 The following are examples of the types of questions that may appear on the written exam at the Office of Motor Vehicles.
More informationST. TAMMANY PARISH COUNCIL ORDINANCE ORDINANCE ESTABLISHING A NO PARKING ZONE ON DEFOREST DRIVE (1-J-25) (WARD 1, DISTRICT 1)
ST. TAMMANY PARISH COUNCIL ORDINANCE ORDINANCE CALENDAR NO: 5979 COUNCIL SPONSOR: DEAN INTRODUCED BY: ORDINANCE COUNCIL SERIES NO: PROVIDED BY: COUNCIL OFFICE SECONDED BY: ON THE 3 DAY OF MAY, 2018 ORDINANCE
More informationProcedure for Determining Work Zone Speed Limits
September 1996 Number 192 These Digests arc issued in the interest of prmiding an early awareness of the research result,; emanating from project,; in the NCllRP. By making these rcsuhs known as they arc
More informationPublic Works Right of Way Permit Application
Public Works Right of Way Permit Application City and County of Denver Public Works Permit Operations 2000 West 3rd Avenue, Room 107 Denver, CO 80223-1027 Telephone: (303) 446-3469 www.denvergov.com Application
More informationSkills and Sequences for In-Car Instruction
The stopping procedure (shoulder parking) Check the rear view mirror Check the blind spot Right Bring the vehicle towards to the curb at designated point Stop 30 cm away from the curb Once you stop your
More informationWe Provide: Quality Products for sale or rental. Traffic Control Plans. On time Delivery and Pick-up. Flagging by ATSSA trained personnel
Since 1986 when RP Barricade Inc. began with only a few cones and barricades, we have been commited to providing safe working areas for construction sites, roadwork crews, public events, & private functions.
More informationWORK ZONE SAFETY TOOLBOX
Maryland State Highway Administration Page 1 of 9 USE OF PORTABLE CHANGEABLE MESSAGE SIGNS WITH SPEED DISPLAY IN WORK ZONES A. INTRODUCTION Portable Changeable Message Signs (PCMS) with speed display can
More informationCity of Beverly Hills North Santa Monica Blvd Reconstruction. Traffic & Parking Commission June 04, 2015
City of Beverly Hills North Santa Monica Blvd Reconstruction Traffic & Parking Commission June 04, 2015 1 Overview of June 4 TPC Overview of Possible Traffic Mitigation Measures Toolbox During Construction
More informationSTATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 808 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY.
808.01 Description 808.02 Materials 808.03 Design Speed 808.04 Construction 808.05 Method of Measurement 808.06 Basis of Payment STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 808
More informationCITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity
202-00019 Removal of Inlet 15 EA 202-00035 Removal of Pipe 121 LF 202-00200 Removal of Sidewalk 1,057 SY 202-00203 Removal of Curb and Gutter 2,142 LF 202-00206 Removal of Concrete Curb Ramp 320 SY 202-00207
More informationCreated by: St. Louis County
Created by: Victor Lund, PE Traffic Engineer St. Louis County Ken Johnson, PE, PTOE State WZ, etc. MnDOT Why do workers want speed limits? How effective are speed limits in work zones? New legislation
More informationSpeed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia 3rd Street Tunnel at Massachusetts Avenue Exit
Speed Limit and Safety Nexus Studies for Automated Enforcement Locations in the District of Columbia 3rd Street Tunnel at Massachusetts Avenue Exit Study Area and Location District PSA Ward ANC Phase Description
More informationWork Zone Safety Initiatives and Research Efforts. Irene Soria Safety Evaluation Engineer Illinois Department of Transportation Safety Engineering
Work Zone Safety Initiatives and Research Efforts Irene Soria Safety Evaluation Engineer Illinois Department of Transportation Safety Engineering TES Conference - October 17 th, 2012 Outline Work Zone
More informationMaine Turnpike Authority
Company Name Total Bid Amount CPM Constructors - Freeport, ME $1,309,765.25 Scott Construction Corporation - Portland, ME $1,528,840.00 Wyman & Simpson Inc. - Richmond, ME $1,674,845.00 Page 1 of 10 CPM
More information2.0 Development Driveways. Movin Out June 2017
Movin Out June 2017 1.0 Introduction The proposed Movin Out development is a mixed use development in the northeast quadrant of the intersection of West Broadway and Fayette Avenue in the City of Madison.
More information1400 MISCELLANEOUS Traffic Engineering Manual
TABLE OF CONTENTS Part 14 - MISCELLANEOUS 1400 GENERAL... 14-3 1415 RUMBLE STRIPS (INCLUDING STRIPES) IN THE ROADWAY... 14-4 1415-1 General... 14-4 1415-2 Transverse Rumble Strips... 14-4 1415-2.1 General...
More informationEXCEPTION TO STANDARDS REPORT
EXCEPTION TO STANDARDS REPORT PROJECT DESCRIPTION AND NEED The project is located in Section 6, Township 23 North, Range 9 East and Section 31 Township 24 North, Range 9 East, in the Town of Stockton,
More informationGEOMETRIC PARAMETERS Affecting Capacity ICD 2
Single Lane Roundabouts Geometric Design in Context -Urban versus Rural 1 GEOMETRIC PARAMETERS Affecting Capacity ICD 2 Effective Geometry V = Approach Road half width 3 E = Entry Width L = Effective Flare
More informationHorizontal Alignment
Session 8 Jim Rosenow, PE, Mn/DOT March 5-7, 2010 Horizontal Alignment The shortest distance between two points is: A straight line The circumference of a circle passing through both points and the center
More informationWORK ZONE SAFETY TOOLBOX
Maryland State Highway Administration Page 1 of 9 USE OF TEMPORARY TRANSVERSE RUMBLE STRIPS IN WORK ZONES A. INTRODUCTION Temporary transverse rumble strips (also called in-lane or travel-way rumble strips)
More informations Contact the Area Construction Engineer at for RAP sample location. Page 2 of 10
Page 1 of 10 Page 2 of 10 Page 3 of 10 Ú City limit or Urban boundary No Centerline rumble strips Centerline rumble strips City connecting link or Urbanized (Unincorporated city) TYPICAL CITY CONNECTING
More informationNCUTCD AND AREMA INDUSTRY UPDATES NATIONAL HIGHWAY-RAIL GRADE CROSSING CONFERENCE NOVEMBER 6, 2013
NCUTCD AND AREMA INDUSTRY UPDATES NATIONAL HIGHWAY-RAIL GRADE CROSSING CONFERENCE NOVEMBER 6, 2013 [1] 6100 Southwest Blvd., Suite 500 Fort Worth, TX TX 76109 +1 +1 817 886 8210 www.ctcinc.com All All
More informationMAINE TURNPIKE AUTHORITY ADDENDUM NO. 2 CONTRACT MAPLE STREET UNDERPASS BRIDGE (MM 106.0)
MAINE TURNPIKE AUTHORITY ADDENDUM NO. 2 CONTRACT 2016.04 MAPLE STREET UNDERPASS BRIDGE (MM 106.0) Make the following changes to the bid documents: In the Contract Documents, Part 2 Special Provisions,
More informationI-405 Sepulveda Pass Improvements Project Wilshire Ramps Reconstruction
metro.net/works I-405 Sepulveda Pass Improvements Project Wilshire Ramps Reconstruction We re working to create safer, smoother interchanges. Project Overview The primary goal of the I-405 Sepulveda Pass
More informationEscondido Marriott Hotel and Mixed-Use Condominium Project TRAFFIC IMPACT ANALYSIS REPORT
Escondido Marriott Hotel and Mixed-Use Condominium Project TRAFFIC IMPACT ANALYSIS REPORT Prepared for Phelps Program Management 420 Sixth Avenue, Greeley, CO 80632 Prepared by 5050 Avenida Encinas, Suite
More informationMEMORANDUM TERESA MCCLISH, DIRECTOR OF COMMUNITY DEVELOPMENT
MEMORANDUM TO: FROM: BY: CITY COUNCIL TERESA MCCLISH, DIRECTOR OF COMMUNITY DEVELOPMENT MATTHEW DOWNING, PLANNING MANAGER SUBJECT: CONSIDERATION OF TEMPORARY USE PERMIT CASE NO. 18-017; AUTHORIZING HALLOWEEN
More informationTRAFFIC SPEED TAPER LENGTH (L) 125' 190' 276' 328' 525' 600' 663' 25 MPH 30 MPH 35 MPH 40 MPH 45 MPH 50 MPH 55 MPH
GENERL NOTE:. These distances are guidelines only. ctual distances will be determined on an individual basis by the ity. efe any wk may be started in the street area: 1. traffic control plan shall be submitted
More informationFlagger Workbook VERSION 01-15
AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION Flagger Workbook VERSION 01-15 Endorsed by AASHTO In Cooperation with FHWA AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION ATSSA s Online Flagger Certification
More informationTHINK YOU KNOW PORTABLE TRAFFIC SIGNALS? THINK AGAIN.
Versatility Safety Cost Options Request a Call Request a Quote THINK YOU KNOW PORTABLE TRAFFIC SIGNALS? THINK AGAIN. Portable traffic signals aren t just for bridgework. Our Pop-Up line of portable traffic
More informationJCE4600 Fundamentals of Traffic Engineering
JCE4600 Fundamentals of Traffic Engineering Introduction to Geometric Design Agenda Kinematics Human Factors Stopping Sight Distance Cornering Intersection Design Cross Sections 1 AASHTO Green Book Kinematics
More information