Two-Way, Continuous. Turn Lane

Size: px
Start display at page:

Download "Two-Way, Continuous. Turn Lane"

Transcription

1 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. *Drawings Not To Scale Two-Way eft Turn ane mndot.gov/fieldmanual

2 Field Manual January 08 TWO-WY, CONTINUOUS EFT TURN NE ane Closures Two-Way, Continuous Turn ane Through ane Closure ( ane Section) Right ane Closure (5 ane Section) eft ane Closure (5 ane Section) Double ane Closure (5 ane Section) MOIE 5 Minutes ess SHORT DURTION Hour ess SHORT TERM Hours ess INTERMEDITE TERM Days ess

3 Field Manual January 08. Protection Vehicles operating totally partially in a traffic lane should be equipped with a TM. Channelizers may be omitted if the operation moves at least the Decision Sight Distance (D) every 5 minutes (mobile operation). Reduce channelizing device spacing as needed to prevent turns. If PCMSs are not used, Protection Vehicles shall have CENTER NE COSED signs. 55 The PCMS shall be used f nighttime operations. 5 OPTION Protection Vehicle R Wk Vehicle(s) OPTION R Protection Vehicle OPTION MOIE/SHORT DURTION NE COSURE TWO-WY CONTINUOUS EFT TURN NE HOUR ESS YOUT 6 6K-6 5

4 Field Manual January 08 The minimum paved lane width from channelizing devices to edge of pavement outside edge of paved shoulder face of curb shall be 0. Parking and stopping may be prohibited along the wk space and taper. eft turning movements should be prohibited along the wk space and taper. Reduce spacing of channelizing devices as needed in der to prevent turns. No eft Turn signs may be used throughout the wk space and taper as appropriate. The NE COSED sign may be omitted when the posted speed limit is 0 mph less. OPTION TURN NE COSURE TWO-WY CONTINUOUS EFT TURN NE DYS ESS YOUT 7 6K-7

5 Field Manual January 08 The minimum paved lane width from channelizing devices to edge of pavement outside edge of paved shoulder face of curb shall be 0. Parking, stopping, and left turning movements may be prohibited along the wk space and taper. Reduce spacing of channelizing devices as needed in der to prevent turns. The NE COSED sign and/ Reverse Curve sign may be omitted when the posted speed limit is 0 mph less. ROD WORK HED / 00 / ROD WORK HED NE COSURE - ane Section TWO-WY CONTINUOUS EFT TURN NE DYS ESS YOUT 8 6K-8

6 Field Manual January 08 The Flashing rrow oard shall be used when the posted speed limit is 5 mph greater. Parking and stopping may be prohibited along the wk space and taper. eft turning movements should be prohibited along the wk space and taper. Reduce spacing of channelizing devices as needed in der to prevent turns. No eft Turn signs may be used throughout the wk space and taper as appropriate. The NE COSED sign and/ EFT NE COSED sign may be omitted when the posted speed limit is 0 mph less. 00 OPTION OPTION EFT NE COSURE - 5 ane Section TWO-WY CONTINUOUS EFT TURN NE DYS ESS YOUT 9 6K-9

7 Field Manual January 08. Parking and stopping should be prohibited along the wk area and tapers. The Flashing rrow oard shall be used where the posted speed limit is 5 mph greater and placed on the shoulder. If there is no shoulder, the shoulder is too narrow, place at the end of the taper in lieu of the Type III barricade assembly. The Reverse Curve, RIHT (EFT) NE COSED and/ NE COSED signs may be omitted when posted speed limit is 0 mph less. 00 If tangent length of activity is 600 less, remove the Reverse Curve sign and replace with a Double Reverse Curve Sign. 55 The PCMS shall be used f nighttime operations. OPTION / OPTION DOUE NE COSURE - 5 ane Section TWO-WY CONTINUOUS EFT TURN NE DYS ESS YOUT 0 6K-0 5

Two-Lane, Two-Way Roads

Two-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 information

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 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 information

SN01 STANDARD NOTES CITY OF SAMMAMISH 2018 FLASHING YELLOW ARROW SIGNALS 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 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 information

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 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 information

Section 6H.01 Typical Applications

Section 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 information

ADVANCE WARNING ARROW BOARDS

ADVANCE WARNING ARROW BOARDS MNHOES/CROSSWKS/JOINTS Manholes extending " or more above the travel lane and crosswalks having an uneven surface greater than 4" shall have a temporary asphalt apron constructed as shown in the diagram

More information

South Carolina. It s serious. Deadly serious.

South 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 information

PERFORMANCE ACTIVITY 603 SIGNS

PERFORMANCE 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 information

VDOT 2008 Road and Bridge Standards Section Transition Curves

VDOT 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 information

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

Exhibit H: Typical Traffic Control Plans. North Metro Natural Gas Pipeline Project Routing Study Exhibit H: Typical Traffic Control Plans North Metro Natural Gas Pipeline Project Routing Study North Metro Natural Gas Pipeline Project Routing Study This page intentionally left blank. Contractor: CAMPOS

More information

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

DELINEATOR 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 information

TRAFFIC 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

TRAFFIC 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 information

2013 Changes to the 2011 MMUTCD, Part 6 September 2013

2013 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 information

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 961 PORTABLE TRAFFIC SIGNALS OCTOBER 17, 2008

STATE 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 information

Work Zone Safety. Guidelines for Temporary Traffic Control

Work 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 information

2014 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 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 information

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

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 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 information

60 70 Guidelines. Managing Speeds. Work Zones

60 70 Guidelines. Managing Speeds. Work Zones 50 40 30 60 70 Guidelines on Managing Speeds in Work Zones 50 40 30 60 70 This document summarizes available guidance on setting speed limits and managing speeds in work zones. The Manual on Uniform Traffic

More information

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

KANSAS 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 information

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

Handbook 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 information

panelsizes: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: 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 information

DIRECTIONAL DRIVEWAYS AT HIGHWAYS WITHOUT CURB

DIRECTIONAL DRIVEWAYS AT HIGHWAYS WITHOUT CURB DIRECTIONAL DRIVEWAYS AT HIGHWAYS WITHOUT CURB 20 (6m) 25 (7.5m) Desirable outline of parking area 10 (3m) 16 (4.8m) 50 (15 m) R 75 (23m) R Taper Alternate outline of 20 (6m) R parking area Pave shoulders

More information

WELCOME PUBLIC OPEN HOUSE FOR US-64 FROM THE SH-18 INTERSECTION EAST 6.5 MILES JANUARY 10TH, 2017 PAWNEE CITY HALL, 5:30 PM

WELCOME PUBLIC OPEN HOUSE FOR US-64 FROM THE SH-18 INTERSECTION EAST 6.5 MILES JANUARY 10TH, 2017 PAWNEE CITY HALL, 5:30 PM WELCOME PUBLIC OPEN HOUSE FOR US-64 FROM THE SH-18 INTERSECTION EAST 6.5 MILES JANUARY 10TH, 2017 PAWNEE CITY HALL, 5:30 PM 1 PURPOSE OF THIS OPEN HOUSE Present information about the proposed improvements

More information

Work Zone Worker Protection

Work 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 information

Rural Two-Lane Roadways in Louisiana

Rural Two-Lane Roadways in Louisiana Impact of Pavement Edge Line on Vehicular Lateral Position on Narrow Rural Two-Lane Roadways in Louisiana Xiaoduan Sun Jaehyun Park University of Louisiana at Lafayette Dean Tekell Nina Ludington Dean

More information

Chapter III Geometric design of Highways. Tewodros N.

Chapter III Geometric design of Highways. Tewodros N. Chapter III Geometric design of Highways Tewodros N. www.tnigatu.wordpress.com tedynihe@gmail.com Introduction Appropriate Geometric Standards Design Controls and Criteria Design Class Sight Distance Design

More information

CHANGE 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. 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 information

DESIGN STANDARDS SECTION DS 3 STREETS

DESIGN STANDARDS SECTION DS 3 STREETS DESIGN STANDARDS SECTION DS 3 STREETS DS 3-01 GENERAL: A. INTENT: The intent of these Design Standards is to provide minimum standards for the design of public streets. These standards are intended to

More information

TRAFFIC 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

TRAFFIC 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 information

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

800 Access Control, R/W Use Permits and Drive Design Table of Contents 801 Access Control... 8-1 801.1 Access Control Directives... 8-1 801.2 Access Control Policies... 8-1 801.2.1 Interstate Limited Access... 8-1 801.2.2 Limited Access... 8-1 801.2.3 Controlled

More information

Temporary Traffic Control Manual

Temporary 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 information

TRAFFIC MANAGEMENT STANDARDS CITY OF GARLAND TRANSPORTATION DEPARTMENT

TRAFFIC MANAGEMENT STANDARDS CITY OF GARLAND TRANSPORTATION DEPARTMENT TRAFFIC MANAGEMENT STANDARDS CITY OF GARLAND TRANSPORTATION DEPARTMENT JUNE 1996 TABLE OF CONTENTS 1.0 Street Design Standards 1.1 Right-of-Way Requirements 1.2 Median Openings 1.3 Sidewalks 1.4 Traffic

More information

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

REVISION 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 information

REVIEW 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 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 information

Brent Spence Bridge Design Exceptions - Alternative I

Brent Spence Bridge Design Exceptions - Alternative I s - Alternative I ITERCHAGE umber Existing Reason(s) For Potential Impact(s) to Eliminate s Potential Mitigation Solutions CURVE O. 5 PI Sta. 24+98.87 Y 1 57 mph (60) 526' (570') 44 mph The line of sight

More information

TRAFFIC ENGINEERING DIVISION INSTRUCTIONAL & INFORMATIONAL MEMORANDUM

TRAFFIC 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 information

Work Zone Traffic Control

Work Zone Traffic Control Work Zone Traffic Control AGC/ Annual Meeting Bob Pappe, PE, PLS Traffic-Roadway Engineer Oregon Department of Transportation Chapter 1: TCP Design Introduction 1 Work Zone Traffic Control Update from

More information

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

DESIGNATED 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 information

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

Support: 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 information

SECTION STREETS CITY OF LEE S SUMMIT, MISSOURI DESIGN CRITERIA

SECTION STREETS CITY OF LEE S SUMMIT, MISSOURI DESIGN CRITERIA SECTION 5200 - STREETS CITY OF LEE S SUMMIT, MISSOURI DESIGN CRITERIA These criteria shall be adhered to for the design of all streets within the City of Lee s Summit, Missouri and shall supersede KC Metro

More information

DIVISION 4: STREET. Improvement Design Standards City of Dundee Oregon. Division 4 : Street Page 1

DIVISION 4: STREET. Improvement Design Standards City of Dundee Oregon. Division 4 : Street Page 1 DIVISION 4: STREET 4.1 DESIGN CRITERIA A. APPLICABILITY 1. These Design Standards shall govern the construction and upgrade of all public and private streets in the City of Dundee and applicable work within

More information

SCDOT 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 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 information

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

MAINE 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 information

SPEED CUSHION POLICY AND INSTALLATION PROCEDURES FOR RESIDENTIAL STREETS

SPEED CUSHION POLICY AND INSTALLATION PROCEDURES FOR RESIDENTIAL STREETS SPEED CUSHION POLICY AND INSTALLATION PROCEDURES FOR RESIDENTIAL STREETS CITY OF GRAND PRAIRIE TRANSPORTATION SERVICES DEPARTMENT SPEED CUSHION INSTALLATION POLICY A. GENERAL Speed cushions are an effective

More information

AGC/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 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 information

Virginia Department of Education

Virginia Department of Education Virginia Department of Education Module Three Transparencies Basic Maneuvering Tasks: Low Risk Environment Topic 1 -- Basic Maneuvers Topic 2 -- Vision and Perception Topic 3 -- Controlling Risk Using

More information

REVIEW 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 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 information

TURN AND CURVE SIGNS

TURN AND CURVE SIGNS Page 1 of 6 RECOMMENDED PRACTICES PART SECTION SUB-SECTION HIGHWAY SIGNS WARNING SIGNS General Standard Unexpected changes in roadway alignment (such as abrupt turns, curves, or the termination of road

More information

SECTION 4 STREETS. 4-1 STREET TYPES AND DESIGN WIDTHS The standard approved street types and design widths for Sutter County are as follows:

SECTION 4 STREETS. 4-1 STREET TYPES AND DESIGN WIDTHS The standard approved street types and design widths for Sutter County are as follows: SECTION 4 STREETS 4-1 STREET TYPES AND DESIGN WIDTHS The standard approved street types and design widths for Sutter County are as follows: A. 40 Foot Street A minor residential street with a right-of-way

More information

CEE 320. Fall Horizontal Alignment

CEE 320. Fall Horizontal Alignment Horizontal Alignment Horizontal Alignment Objective: Geometry of directional transition to ensure: Safety Comfort Primary challenge Transition between two directions Fundamentals Circular curves Superelevation

More information

Horizontal Sight Distance Considerations Freeway and Interchange Reconstruction

Horizontal Sight Distance Considerations Freeway and Interchange Reconstruction 80 TRANSPORTATION RESEARCH RECORD 1208 Horizontal Sight Distance Considerations Freeway and Interchange Reconstruction In JOEL p. LEISCH With improvements being made to freeways and expressways, the problem

More information

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

PART 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 information

ELMORE COUNTY HIGHWAY DEPARTMENT

ELMORE COUNTY HIGHWAY DEPARTMENT Adopted 11/27/06 Effective 2/1/07 Amended 4/10/08 ELMORE COUNTY HIGHWAY DEPARTMENT 155 County Shop Road Wetumpka, Alabama 36092 Phone (334) 567-1162 Fax (334) 567-1100 Access Management Policy The Elmore

More information

EXCEPTION TO STANDARDS REPORT

EXCEPTION 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 information

BID SUMMARY SHEET CONTRACT NO

BID 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 information

City of Lafayette Staff Report Circulation Commission

City of Lafayette Staff Report Circulation Commission City of Lafayette Staff Report Circulation Commission Meeting Date: September 5, 2016 Staff: Subject: James Hinkamp, Transportation Planner Consideration of a No Parking Zone on Victoria Avenue Summary

More information

Page 1 of KA

Page 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 information

Maintaining Pavement Marking Retroreflectivity

Maintaining Pavement Marking Retroreflectivity Supplemental Notice of Proposed Amendment: Maintaining Pavement Marking Retroreflectivity Kyle Armstrong, P.E., PTOE Acting Engineer of Traffic Operations https://safety.fhwa.dot.gov/ Rule Making Process

More information

Work Zone Safety & New Interstate Resurfacing Provision

Work 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 information

Purpose of Tonight s Meeting

Purpose of Tonight s Meeting Purpose of Tonight s Meeting Point Dume Neighborhood Traffic Calming Project background, goals Resident Safety Concerns Existing Conditions Fact Sheets Map of Proposed Improvements Discussion Next Steps

More information

Manual on Uniform Traffic Control Devices Supplement For The City of Colorado Springs

Manual on Uniform Traffic Control Devices Supplement For The City of Colorado Springs Final Draft Manual on Uniform Traffic ontrol Devices Supplement For The ity of olorado Springs Revised 07/01/2005 Final Draft TE OF ONTENTS Table of ontents 2 Executive Summary 3 Introduction 4 Goals 5

More information

Anticipated Changes Based on 2009 Federal MUTCD

Anticipated 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 information

Crash Reconstruction Crash Report and assessment Road Safety Reviews Road Safety Assessment Case Studies/Evaluation

Crash Reconstruction Crash Report and assessment Road Safety Reviews Road Safety Assessment Case Studies/Evaluation Road Assessments Crash Reconstruction Crash Report and assessment Road Safety Reviews Road Safety Assessment Case Studies/Evaluation Crash Reconstruction Illinois State Police Illinois Crash Report Assessment

More information

W Type: Denotes functional type of sign (R = regulatory, W = warning, D = guide signs, and M = route markers)

W Type: Denotes functional type of sign (R = regulatory, W = warning, D = guide signs, and M = route markers) Introduction: Traffic Signs The anual on Uniform Traffic Control Devices for Streets and Highways (UTCD) has been adopted as the standard for all Regulatory and Warning signs used on Corps project roadways

More information

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

1. INTRODUCTION 2. PROJECT DESCRIPTION CUBES SELF-STORAGE MILL CREEK TRIP GENERATION COMPARISON CUBES SELF-STORAGE MILL CREEK TRIP GENERATION COMPARISON 1. INTRODUCTION This report summarizes traffic impacts of the proposed CUBES Self-Storage Mill Creek project in comparison to the traffic currently

More information

DEPARTMENTAL MATERIAL SPECIFICATIONS TRAFFIC CONTROL PLAN TYPICAL DETAILS WZ(TD)-13 BARRIER DELINEATION WITH MODULAR GLARE SCREENS

DEPARTMENTAL 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 information

CITY OF BURLINGTON SHARON AVENUE SANITARY SEWER IMPROVEMENTS - PHASE 1 - REBID CITY OFFICIALS. STEVE SEXTON Mayor JAMES STAVIG.

CITY OF BURLINGTON SHARON AVENUE SANITARY SEWER IMPROVEMENTS - PHASE 1 - REBID CITY OFFICIALS. STEVE SEXTON Mayor JAMES STAVIG. SKAGIT COUNTY WASHINGTON CITY OFFICIALS STEVE SEXTON Mayor TED MONTGOMERY JAMES STAVIG City Council RICK DEGLORIA JOE DEGLORIA CHRIS LOVING BILL ASLETT EDIE EDMUNDSON City Council DON ERICKSON SEWER DEPARTMENT

More information

BID SUMMARY SHEET PUBLIC BID NO TRAFFIC WARNING/STREET SIGNS AND SUPPLIES BIDS RECEIVED: MARCH 29, 2016

BID 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 information

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

CLAY 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 information

Learning New Words. Words and Ideas. Figure It Out: Steering Backward. 4.1 Mirror Usage and Backing Procedure

Learning New Words. Words and Ideas. Figure It Out: Steering Backward. 4.1 Mirror Usage and Backing Procedure Learning New Words Take a look at Chapter 4 to familiarize yourself with the topics covered. Look for all the highlighted words in dark print. These are the vocabulary words. Write the word on a sheet

More information

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

DISTRIBUTION: Electronic Recipients List TRANSMITTAL LETTER NO. (15-01) MINNESOTA DEPARTMENT OF TRANSPORTATION. MANUAL: Road Design English Manual DISTRIBUTION: Electronic Recipients List MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards Unit ISSUED BY: Office of Project Management and Technical Support TRANSMITTAL LETTER NO.

More information

Ch. 167 PORTABLE WARNING DEVICES CHAPTER 167. PORTABLE EMERGENCY WARNING DEVICES

Ch. 167 PORTABLE WARNING DEVICES CHAPTER 167. PORTABLE EMERGENCY WARNING DEVICES Ch. 167 PORTABLE WARNING DEVICES 67 167.1 CHAPTER 167. PORTABLE EMERGENCY WARNING DEVICES Sec. 167.1. Authority. 167.2. Scope and application. 167.3. Types of warning devices. 167.4. Vehicles equipped

More information

Town of Fuquay-Varina

Town of Fuquay-Varina 060 STREETS 060.01 GENERAL 060.01.01 Other References 060.01.01.01 The latest revision of the Standard Specifications for Roads and Structures of the NCDOT shall apply unless otherwise specified herein.

More information

MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR PAVEMENT RIDE QUALITY (MEAN ROUGHNESS INDEX ACCEPTANCE CRITERIA)

MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR PAVEMENT RIDE QUALITY (MEAN ROUGHNESS INDEX ACCEPTANCE CRITERIA) MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR PAVEMENT RIDE QUALITY (MEAN ROUGHNESS INDEX ACCEPTANCE CRITERIA) CFS:TEH 1 of 10 APPR:KPK:JFS:07-07-16 FHWA:APPR:07-15-16 a. Description. This

More information

Created by: St. Louis County

Created 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 information

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

STATE 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 information

Over-Dimensional Vehicle Restriction Study for US 129 in TN

Over-Dimensional Vehicle Restriction Study for US 129 in TN Over-Dimensional Vehicle Restriction Study for US 129 in TN July 30,2015 TDOT Region 1 US 129 Location Map US 129 Topography and Scenery Operational and Safety Study August 2014, US129 Operational and

More information

s Contact the Area Construction Engineer at for RAP sample location. Page 2 of 10

s 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 information

KENT COUNTY ROAD COMMISSION

KENT COUNTY ROAD COMMISSION KENT COUNTY ROAD COMMISSION Rules to regulate driveways, banners and parades upon and over public highways under the jurisdiction of the Board of County Road Commissioners of the County of Kent. Promulgated

More information

CHAPTER 9: VEHICULAR ACCESS CONTROL Introduction and Goals Administration Standards

CHAPTER 9: VEHICULAR ACCESS CONTROL Introduction and Goals Administration Standards 9.00 Introduction and Goals 9.01 Administration 9.02 Standards 9.1 9.00 INTRODUCTION AND GOALS City streets serve two purposes that are often in conflict moving traffic and accessing property. The higher

More information

POLICY AND PROCEDURE FOR SPEED HUMP INSTALLATION. Effective Date: July 10, 2013

POLICY AND PROCEDURE FOR SPEED HUMP INSTALLATION. Effective Date: July 10, 2013 CITY OF MORENO VALLEY DEPARTMENT OF PUBLIC WORKS TRANSPORTATION ENGINEERING DIVISION Administration Policy #A-14A POLICY AND PROCEDURE FOR SPEED HUMP INSTALLATION Effective Date: July 10, 2013 Approved

More information

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

Procedure Effective date Rescinds Vehicle Placement In or Near Moving Traffic 17 November January 2005 Procedure Effective date Rescinds Vehicle Placement In or Near Moving Traffic 17 November 2008 1 January 2005 Reference Norwich Township Fire Department SOG #30 Page 1 of 6 Purpose: The purpose of this

More information

2018 NDACE CONFERENCE

2018 NDACE CONFERENCE 2018 NDACE CONFERENCE Setting Speed Limits Ward County Highway Department 1 NDCC 39-09-02. Speed limitations (2003) NDCC 39-09-02 f -Fifty-five miles [88.51 kilometers] an hour on gravel, dirt, or loose

More information

TxDOT Guidelines for Acknowledgment Signing

TxDOT Guidelines for Acknowledgment Signing TxDOT Guidelines for Acknowledgment Signing Section 1. General Description Acknowledgment signs are a way of recognizing an individual, company, business, volunteer group or other jurisdictions that provide

More information

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

2 Min. Min. Edge of. Edgeline See Note 3 PLAN VIEW. See Note 3. This distance may vary 8" Physical gore ( ) ( ) 250 Varies 250 TYPICAL RUMBLE STRIP PLACEMENT AT EXIT AND ENTRANCE RAMPS This distance may vary This distance may vary ( ) 2 16" edge of R=12" Max ( ) Physical gore Texturing 1.

More information

AFFECTED SECTIONS OF MUTCD: Section 2C.36 Advance Traffic Control Signs Table 2C-4. Guidelines for Advance Placement of Warning Signs

AFFECTED SECTIONS OF MUTCD: Section 2C.36 Advance Traffic Control Signs Table 2C-4. Guidelines for Advance Placement of Warning Signs 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 RWSTC June 2012 RW # 3 TOPIC: Advance Traffic Control Signs TECHNICAL COMMITTEE: Regulatory &

More information

Moving Operations. Introduction by. National Traffic Management & Work Zone Safety Conference March 2009

Moving 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 information

Work 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 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 information

Louisiana s s Work Zone Task Force Work Zone Improvements

Louisiana 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 information

1400 MISCELLANEOUS Traffic Engineering Manual

1400 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 information

Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999

Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999 &+$37(5Ã)Ã Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999 &+$37(5) 52$'6,'()$&,/,7,(6 7$%/(2)&217(176 Section Subject Page Number Page Date F.1 VEHICLE INSPECTION STATIONS... F-3 April

More information

Night Work Specification

Night 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 information

Conventional Approach

Conventional Approach Session 6 Jack Broz, PE, HR Green May 5-7, 2010 Conventional Approach Classification required by Federal law General Categories: Arterial Collector Local 6-1 Functional Classifications Changing Road Classification

More information

STATE OF TEXAS -- TRANSPORTATION CODE Chapter 551

STATE OF TEXAS -- TRANSPORTATION CODE Chapter 551 STATE OF TEXAS -- TRANSPORTATION CODE Chapter 551 TITLE 7. VEHICLES AND TRAFFIC SUBTITLE C. RULES OF THE ROAD CHAPTER 551. OPERATION OF BICYCLES, MOPEDS, AND PLAY VEHICLES SUBCHAPTER A. APPLICATION OF

More information

APPENDIX A Basis of Design and Design Criteria Memorandum

APPENDIX A Basis of Design and Design Criteria Memorandum APPENDIX A Basis of Design and Design Criteria Memorandum Job No: Y01-500 Files are stored in: Engineering / Client / Yolo/Y01500 Buckeye and Rumsey/Rumsey CR 41 over Cache Creek, CAD files stored in:

More information

Evaluation of the Rolling Wheel Deflectometer (RWD) in Louisiana. John Ashley Horne Dr. Mostafa A Elseifi

Evaluation of the Rolling Wheel Deflectometer (RWD) in Louisiana. John Ashley Horne Dr. Mostafa A Elseifi Evaluation of the Rolling Wheel Deflectometer (RWD) in Louisiana John Ashley Horne Dr. Mostafa A Elseifi Introduction Louisiana uses the Falling-Weight Deflectometer (FWD) for project level testing Limitations

More information

Page

Page Page Page Page 3 Page 4 Page 5 Page 6 Page 7 Page 9 3-6 I A Policy on Geometric of Highways and Streets A strict application of the maximum relative gradient criterion provides runofflengths for four-lane

More information

Single-Vehicle Run-Off-The-Road Incidents: Is The Highway The Cause?

Single-Vehicle Run-Off-The-Road Incidents: Is The Highway The Cause? Single-Vehicle Run-Off-The-Road Incidents: Is The Highway The Cause? by Joseph J. McHugh, P.E. and Lance Robson, P.E., Robson Forensic, Inc. Lancaster, Pennsylvania Each year, run-off-the-road (ROR) vehicle

More information

COUNTY ROAD SPEED LIMITS. Policy 817 i

COUNTY ROAD SPEED LIMITS. Policy 817 i Table of Contents COUNTY ROAD SPEED LIMITS Policy 817.1 PURPOSE... 1.2 APPLICABILITY... 1.3 DEFINITIONS... 1.4 STATE ENABLING LEGISLATION... 2.5 SPEED LIMITS ON COUNTY ROADS (CCC 11.04)... 2.6 ESTABLISHING

More information

M I D - C O A S T REGIONAL PLANNING COMMISSION 166 SOUTH MAIN STREET, SUITE 201 ROCKLAND, ME (207)

M I D - C O A S T REGIONAL PLANNING COMMISSION 166 SOUTH MAIN STREET, SUITE 201 ROCKLAND, ME (207) M I D - C O A S T REGIONAL PLANNING COMMISSION 166 SOUTH MAIN STREET, SUITE 201 ROCKLAND, ME 04841 (207) 594-2299 Appropriate access management of municipal roadways can enhance safety, maintain roadway

More information