Evans Farm Townhomes Cary, NC
|
|
|
- Oliver Wilson
- 7 years ago
- Views:
Transcription
1 Revised Traffic Impact Analysis Evans Farm Townhomes Cary, NC Prepared for: M/I Homes Kimley-Horn and Associates, Inc. 2014
2
3 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.
4 Evans Farm Townhomes Cary, NC Executive Summary The Evans Farm Townhomes development is located on the southeast quadrant of the intersection of O Kelly Chapel Road at Green Level Church Road in Cary, North Carolina. The site is currently vacant and is part of the Evans Farm residential development. As currently envisioned, the development will consist of 155 townhomes. The site is proposed to be accessed by one right-in/right-out driveway onto O Kelly Chapel Road with access to Green Level Church Road via Rosepine Drive (right-in/right-out) and Horton s Creek Road (full-movement). Full build-out of the development is anticipated in This report presents trip generation, distribution, traffic analyses, and recommendations for transportation improvements required to meet anticipated traffic demands. The traffic conditions studied include the existing (2013) traffic, projected (2016) background traffic, and projected (2016) build-out traffic conditions. The weekday AM and PM peak hours were studied. The proposed development is anticipated to generate approximately 73 trips in the AM peak hour (12 entering, 61 exiting) and 86 new trips in the PM peak hour (58 entering, 28 exiting) as shown on Table ES-1 below. Table ES-1 ITE Traffic Generation Weekday Trips Land Use Code Land Use Density AM Peak PM Peak Enter Exit Enter Exit 230 Townhomes 155 D.U Capacity analyses were performed using Synchro Version 7 software. Table ES-2 summarizes the operation for the study intersections for the AM and PM peak hour traffic conditions. Table ES-2 Level-of-Service Summary AM Peak Hour Condition LOS (Delay) NC 55 at O Kelly Chapel Road (Signalized) PM Peak Hour LOS (Delay) Existing (2013) Traffic B (16.9) D (45.5) Projected (2016) Background Traffic w/ Improvements D (46.1) D (49.0) Projected (2016) Build-out Traffic D (46.6) D (49.2) ES - 1
5 Evans Farm Townhomes Cary, NC Existing (2013) Traffic Table ES-2 Level-of-Service Summary (cont.) AM Peak Hour Condition LOS (Delay) O Kelly Chapel Road at Alston Avenue (Unsignalized) Projected (2016) Background Traffic w/ Improvements Projected (2016) Build-out Traffic w/ Improvements Existing (2013) Traffic - Unsignalized NB C (19.6) SB E (35.1) NB F (>100) NB F (84.7) O Kelly Chapel Road at Green Level Church Road NB F (70.8) SB F (61.6) PM Peak Hour LOS (Delay) NB C (23.5) SB D (32.6) NB F (>100) NB F (>100) NB F (Err)* Projected (2016) Background Traffic - Signalized C (33.6) D (41.3) Projected (2016) Build-out Traffic w/ Improvements Signalized C (32.1) D (45.9) Green Level Church Road at Rosepine Drive (Unsignalized) Existing (2013) Traffic WB B (11.5) WB A (9.1) Projected (2016) Background Traffic WB B (13.0) WB B (10.0) Projected (2016) Build-out Traffic WB B (12.7) WB B (10.0) Existing (2013) Traffic Green Level Church Road at Horton s Creek Road (Unsignalized) Projected (2016) Background Traffic Projected (2016) Build-out Traffic EB B (12.5) WB B (14.4) EB C (15.6) WB C (20.1) EB C (15.7) WB C (24.6) O Kelly Chapel Road at Site Driveway (Unsignalized) EB B (14.3) WB C (22.5) EB C (17.1) WB E (35.6) EB C (17.7) WB E (47.3) Projected (2016) Build-out Traffic NB D (27.3) NB C (17.7) * Synchro does not report delays for unsignalized approaches with a v/c greater than 3.5 The following improvements are committed to be performed by others in or near the Evans Farm Townhomes development study area, with the responsible approved development noted: O Kelly Chapel Road: Widen O Kelly Chapel Road from a two-lane to a four-lane section from NC 55 westward for 1,200 feet (Parkside Town Commons) ES - 2
6 Evans Farm Townhomes Cary, NC NC 55 at O Kelly Chapel Road: Construct an additional left-turn lane to provide dual left-turn lanes with 450 feet of storage each, an additional through lane, and an exclusive right-turn lane with 350 feet of storage on northbound NC 55 (Parkside Town Commons) Construct an additional left-turn lane to provide dual left-turn lanes with 300 feet of storage each, an additional through lane, and an exclusive right-turn lane with 250 feet of storage on southbound NC 55 (Parkside Town Commons) Restripe the existing left-turn lane to provide 350 feet of storage, construct two exclusive through lanes, and extend the storage of the existing right-turn lane to 400 feet on eastbound O Kelly Chapel Road (Parkside Town Commons) Construct triple left-turn lanes with 500 feet of storage each, two through lanes, and an exclusive right-turn lane with 150 feet of storage on westbound O Kelly Chapel Road (Parkside Town Commons) O Kelly Chapel Road at Alston Avenue: Construct an exclusive left-turn lane with 100 feet of storage on southbound Alston Avenue (All Starz Children s Academy) Construct an exclusive left-turn lane with approximately 100 feet of storage on eastbound O Kelly Chapel Road (All Starz Children s Academy) Construct exclusive left and right-turn lanes with approximately 75 feet of storage each on westbound O Kelly Chapel Road (All Starz Children s Academy) O Kelly Chapel Road at Green Level Church Road: Install a traffic signal (Amberly Town Center Townhomes) The following roadway improvements are committed to be performed by the proposed project: O Kelly Chapel Road at Alston Avenue: Extend the exclusive left-turn lane on eastbound O Kelly Chapel Road to provide 160 feet of total storage Construct an exclusive right-turn lane with approximately 120 feet of storage on eastbound O Kelly Chapel Road Restripe the committed exclusive right-turn lane on westbound O Kelly Chapel Road to a shared through/right lane O Kelly Chapel Road at Green Level Church Road: Extend the exclusive left-turn lane on westbound O Kelly Chapel Road to provide full storage back to Alston Avenue (approximately 1,100 feet) Construct an exclusive right-turn lane on westbound O Kelly Chapel Road to provide full storage back to Alston Avenue (approximately 1,100 feet) ES - 3
7 Evans Farm Townhomes Cary, NC O Kelly Chapel Road at Site Driveway: Widen O Kelly Chapel Road along the site frontage to accommodate the future 6-lane median divided cross section Construct an exclusive right-turn lane with 100 feet of storage on eastbound O Kelly Chapel Road With the improvements committed by the proposed project and other approved developments in place, analysis indicates that all of the study intersections are expected to operate at an acceptable level-ofservice at project build-out with the exception of the Alston Avenue approaches to O Kelly Chapel Road. Analysis indicates that the Alston Avenue approaches are expected to experience very long delays with or without the Evans Farm Townhome development in place. Long delays are common on minor street approaches with major arterials, and this intersection is not expected to meet an 8-hour vehicular volume traffic signal warrant given the land uses using Alston Avenue. If delays and queues become an issue at this intersection, it is expected that some of the southbound left-turn traffic on Alston Avenue will use Green Level Church Road instead. Proposed site traffic is expected to account for only 2 percent of the total traffic at this intersection. The committed and recommended roadway laneage is shown on Figure ES-1. ES - 4
8 HORTON S CREEK RD GREEN LEVEL CHURCH RD O KELLY CHAPEL RD. SITE ROSEPINE DR. HORTON S CREEK RD. 100 DRIVE SITE AVE. ALSTON (RESTRIPE) NC LEGEND EXISTING LANE EXISTING TRAFFIC SIGNAL EXISTING STOP SIGN COMMITTED LANE BY OTHERS COMMITTED TRAFFIC SIGNAL BY OTHERS COMMITTED LANE BY DEVELOPMENT RECOMMENDED STOP SIGN XX STORAGE LENGTH NC NOT TO SCALE FIGURE ES-1 COM MITTED ROADWAY LANEAGE EVANS FARM TOW NHOM ES CARY, NC TRAFFIC IM PACT ANALYSIS THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY- HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY- HORN AND ASSOCIATES, INC.
APPENDIX J TRAFFIC STUDY
APPENDIX J TRAFFIC STUDY May 7, 2014 Ms. Leianne Humble Denise Duffy and Associates, Inc. 947 Cass Street, Suite 5 Monterey, CA 93940 Re: Traffic Study for the Heritage Oaks Memorial Park in San Jose,
9988 REDWOOD AVENUE PROJECT TRAFFIC IMPACT ANALYSIS. April 24, 2015
9988 REDWOOD AVENUE PROJECT TRAFFIC IMPACT ANALYSIS April 24, 2015 Kunzman Associates, Inc. 9988 REDWOOD AVENUE PROJECT TRAFFIC IMPACT ANALYSIS April 24, 2015 Prepared by: Bryan Crawford Carl Ballard,
MEMORANDUM. Robert Nichols, Acting Corridor Design Manager Northgate Link Extension
MEMORANDUM DATE: September 23, 2014 TO: Robert Nichols, Acting Corridor Design Manager Northgate Link Extension FROM: SUBJECT: COPIES: Katherine Casseday, PE, PTOE, Casseday Consulting Tony Lo, PE, Parsons
8+ %!0"% 8+1!%"'$%,$"$
8+ 8+ %!0"% The next step in developing recommendations for improvements to Grand Avenue was to identify, develop and evaluate alternatives to address the issues and needs identified in the previous chapter.
Comment #1: Provide an interchange at Route 7 and Farm Market Road/White Gate Road. This was studied in the late 1990 s.
Proposed Truck Climbing Lane Route 7 Westbound Between West Market Street and Route 9 UPC# 58599, Project # 6007-053-133, P101 Date of Meeting: August 24, 2010 Time: 6:00PM to 8:00PM Location: Rust Library
Median Bus Lane Design in Vancouver, BC: The #98 B-Line
Li 1 Median Bus Lane Design in Vancouver, BC: The #98 B-Line Simon Li, P.Eng. PTOE Acting Program Manager, Road and Bridge Projects TransLink (Greater Vancouver Transportation Authority) 1600 4720 Kingsway
Elwood and Joliet, Illinois. June 2015. Village of Elwood. Prepared for:
Truck Routing Study Elwood and Joliet, Illinois June 2015 Prepared for: Village of Elwood INTRODUCTION Kimley-Horn and Associates, Inc. (Kimley-Horn) was retained by the Village of Elwood to evaluate the
Lawson Outline Plan External Traffic Analysis Working Paper
Total Lawson Development ACTPLA 16 January 2009 Document No.: Prepared for ACTPLA Prepared by Maunsell Australia Pty Ltd Level 2, 60 Marcus Clarke Street, Canberra ACT 2600, Australia T +61 2 6201 3000
BENNINGTON LOCAL ROADWAY NETWORK TRAFFIC ANALYSIS
Documentation for: BENNINGTON LOCAL ROADWAY NETWORK TRAFFIC ANALYSIS Bennington, VT Prepared for: Bennington County Regional Commission & Town of Bennington August 2003 TABLE OF CONTENTS 1.0 INTRODUCTION...1
Improving Access in Florida International University Biscayne Bay Campus Executive Summary
EXECUTIVE SUMMARY Improving Access in Florida International University Biscayne Bay Campus Executive Summary Prepared for: Miami-Dade County Metropolitan Planning Organization (Miami-Dade MPO) Prepared
Nashville Area MPO Regional Freight Study fast action projects
Project #1 Beechcroft road (sr 247) at csx crossing Motor carrier survey location Maury County (Spring Hill, Tn) / City of Spring Hill Current at-grade railway crossing causes traffic delays as a result
Section 6 Traffic Analysis
Section 6 Traffic Analysis Traffic Operations of the Preferred Network Alternative After the Preferred Network was identified and confirmed by local policy makers and area residents, detailed traffic analysis
Chapter 6. Intersections. 6 Intersections
Chapter 6 Intersections 6 Intersections Chapter 6 Intersection Design 6.1 Introduction An intersection is the area where two or more streets join or cross at-grade. The intersection includes the areas
Accident Analysis of Sheridan Road between Isabella Street and South Boulevard
Accident Analysis of Sheridan Road between Isabella Street and South Boulevard Prepared for TranSystems Corporation for the City of Evanston Submitted by Regina Webster & Associates, Inc. Date: 08/15/2008
Western Boulevard (NC 53) Corridor Study
Western Boulevard (NC 53) Corridor Study, North Carolina PREPARED FOR Jacksonville Urban Area MPO PREPARED BY January 26, 2015 Final Report Acknowledgements Oversight Team / Jacksonville Urban Area MPO
How To Build A City Of Virginia Beach Arena
City of Virginia Beach Arena Infrastructure Preliminary Conceptual Cost Estimates Doug Smith, Deputy City Manager Carl Tewksbury, Kimley-Horn City Council Briefing July 8, 2014 July 8, 2014 Presentation
Downtown Louisville Two-Way Street Study
Final Draft Report Downtown Louisville Two-Way Street Study Submitted to Downtown Development Corporation Submitted by ENTRAN, PLC Submitted October 2009 Table of Contents Introduction Study Purpose...1
IN THE COMMONWEALTH COURT OF PENNSYLVANIA
IN THE COMMONWEALTH COURT OF PENNSYLVANIA Jada View, LLC, : Appellant : : v. : : Board of Supervisors of : No. 2084 C.D. 2011 Unity Township : Argued: November 13, 2012 BEFORE: HONORABLE DAN PELLEGRINI,
The Corporation of the TOWN OF MILTON
The Corporation of the TOWN OF MILTON Report to: From: Mayor G. A. Krantz & Members of Council M. Paul Cripps, P. Eng., Director, Engineering Services Date: November 11, 2013 Report No. ENG-039-13 Subject:
City of Kamloops Notre Dame Corridor Access Plan
FINAL REPORT This report is prepared for the sole use of ICBC. No representations of any kind are made by Urban Systems Ltd. or its employees to any party with whom Urban Systems Ltd. does not have a contract.
Traffic Impact Study for the 3817-45 North Broadway Mixed-Use Development Chicago, Illinois. Prepared by
Traffic Impact Study for the Chicago, Illinois repared by March 30, 2015 1. Introduction This report summarizes the methodologies, results and findings of a traffic impact study conducted by Kenig, Lindgren,
Maryland Invests $845 Million in New Highway and Bridge Projects
Maryland Invests $845 Million in New Highway and Bridge Projects Completing Widening of MD 404 Talbot And Caroline Counties Top Regional Priority Queen Anne s, Talbot, and Caroline Counties Widening MD
CHAPTERTWO. Alternatives 2.1 ALTERNATIVES DEVELOPMENT PROCESS
2. Section 2 TWO CHAPTERTWO 2.1 ALTERNATIVES DEVELOPMENT PROCESS This EIS has been prepared in compliance with the Council on Environmental Quality (CEQ) regulations for implementing NEPA (40 CFR 1500-1508).
TRANSPORTATION IMPACT ANALYSIS PROCEDURES MANUAL
TRANSPORTATION IMPACT ANALYSIS PROCEDURES MANUAL INTRODUCTION The Town of Harrisburg is committed to establishing an interconnected, multimodal transportation system that increases mobility, safety, connectivity,
1500 Hamilton Avenue Primrose Daycare Center Project
15 Hamilton Avenue Primrose Daycare Center Project Traffic Impact Analysis Prepared for: Denise Duffy & Associates, Inc. January 16, 215 Hexagon Transportation Consultants, Inc. Hexagon Office: 111 W.
1. REPORT CONTEXT Description of the development (include all of the following that are known at the time of the application):
Transportation Assessment and Management Study Guidelines for Consultants INTRODUCTION This document is intended to provide guidelines for transportation consultants who produce Transportation reports
Aerial View E Looking West
Figure 3-9 Aerial View E Looking West 3-19 Urban Design Figure 3-10 Aerial View F Looking North West 3-20 Urban Design Figure 3-11 Skyline and Massachusetts Avenue Gateway 3-21 Urban Design 4.0 TRANSPORTATION
Doing a little can accomplish a lot. Proposed Change of Municipal Class Environmental Assessment from Schedule from B to A+
Doing a little can accomplish a lot. Proposed Change of Municipal Class Environmental Assessment from Schedule from B to A+ Erin Mills Parkway Intersections at Dundas Street and Burnhamthorpe Road Index
Mobility Management Plan Study of the Busch Boulevard Corridor
Mobility Management Plan Study of the Busch Boulevard Corridor March 2000 Hillsborough County Metropolitan Planning Organization 601 E. Kennedy, 18th Floor Tampa, Florida 33602-5117 813/272-5940 FAX NO:
Retooling School Drop-off/Pick-up Zones to Meet Demand Keith B. Higgins, PE, TE
Abstract Retooling School Drop-off/Pick-up Zones to Meet Demand Keith B. Higgins, PE, TE Student drop-off and pick-up activity at school sites throughout the country have increased in recent years as a
Transportation Component
Final Report Transportation Component Institutional Master Plan Brown University Prepared for Brown University Providence, Rhode Island Prepared by /Vanasse Hangen Brustlin, Inc. Transportation, Land Development,
The partnership has selected three intersections where enforcement, education, and engineering initiatives are being implemented to improve safety:
Hamilton-Finn Suite 310 Tel. (403) 207-6000 Road Safety 3016 5th Avenue N.E. Fax. (403) 273-3440 Consultants Ltd. Calgary, Alberta dawatt.dawatt.com www.hamiltonfinn.ca January 19, 2005 Mr. Don Szarko,
2015 TRAFFIC MONITORING PROGRAM
201 TRAFFIC MNITRING PRGRAM City of Carlsbad Growth Management Plan FINA REPRT: December 22, 201 Table of Contents 1. Introduction... 1 Project verview... 1 Annual Report rganization... 3 2. Mid-Block
Appendix G.3 Crain & Associates, Peer Review
Appendix G.3 Crain & Associates, Peer Review Transportation Planning / Traffic Engineering VIA HAND DELIVERED Wendy Lockwood Sirius Environmental 1478 N. Altadena Drive Pasadena, California 91107 Subject:
APPENDIX F. Access Management Design Standards for Entrances and Intersections
APPENDIX F Access Management Design Standards for Entrances and Intersections PREFACE The access management regulations and standards do not apply in cities, towns of more than 3,500 and in counties (Henrico
ENGINEERING REPORT. College Street: Interstate 85 to Donahue Drive Traffic Signal System Feasibility Study Auburn, Alabama
ENGINEERING REPORT College Street: Interstate 85 to Donahue Drive Traffic Signal System Feasibility Study Auburn, Alabama Prepared for: The City of Auburn Prepared by: 3644 Vann Road Suite 100 Birmingham,
North Avenue Corridor Study. Advisory Committee Meeting #5 June 11, 2014
North Avenue Corridor Study Advisory Committee Meeting #5 June 11, 2014 Agenda Welcome and introductions Concept refinement and evaluation: Public meeting and web survey General cross-section concepts
Bus Priority Measures in Calgary: Past, Present and Future. Chris Jordan, M.Sc., P.Eng., Coordinator, Strategic Transit Planning, Calgary Transit
Bus Priority Measures in Calgary: Past, Present and Future Chris Jordan, M.Sc., P.Eng., Coordinator, Strategic Transit Planning, Calgary Transit Nora Kajdy, P.Eng., Transit Priority Engineer, Calgary Transit
GREENSBORO - HIGH POINT ROAD (SR 1486 / 4121)
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION GREENSBORO - HIGH POINT ROAD (SR 1486 / 4121) FROM PROPOSED US 311 BYPASS TO HILLTOP ROAD (SR 1424) TIP PROJECT U-2412 WBS Element 34802 Federal Project Number
Appendix E Traffic Impact Analysis
Appendix E Traffic Impact Analysis 2010 Facility Master Plan Factoria Recycling and Transfer Station November 2010 2010 Facility Master Plan Factoria Recycling and Transfer Station November 2010 Department
Transport Construction Authority Report for Auburn Stabling Project. Traffic Impact Assessment
Transport Construction Authority Report for Auburn Stabling Project November 2010 Contents 1. Introduction 1 2. Existing Conditions 2 2.1 Site Description 2 2.2 Existing Operations 4 2.3 Existing Road
Transportation Management Plan Template
DATE: TO: FROM: SUBJECT: Date Name Position Transportation Service Center Name Position Transportation Service Center Transportation Management Plan Job Number(s) Control Section(s) Route Details County
Roadway Cost Per Centerline Mile Revised June 2014
Rural Arterial From LRE MOT * Mobilization * Subtotal Total PE Design (15%) CEI (15%) Total Project ** New (2-Lane Roadway) with 5' Paved Shoulders $3,351,896 $335,190 $368,709 $4,055,794 $1,013,949 $5,069,743
Caledon Transportation Needs Study. Study Report
Caledon Transportation Needs Study Study Report March 2009 PROJECT SUMMARY PROJECT NAME:...CALEDON TRANSPORTATION NEEDS STUDY UPDATE CLIENT:... THE TOWN OF CALEDON & THE REGIONAL MUNICIPALITY OF PEEL CALEDON
TRANSPORTATION ELEMENT
TRANSPORTATION ELEMENT DATA INVENTORY AND ANALYSIS PURPOSE A local government which has all or part of its jurisdiction included within the urban area of a Metropolitan Planning Organization (MPO) pursuant
Recommended on April 5, 1995 by the High Point Planning and Zoning Commission. Adopted on June 1, 1995 by the High Point City Council
Recommended on April 5, 1995 by the High Point Planning and Zoning Commission Adopted on June 1, 1995 by the High Point City Council The was prepared in collaboration with the planning departments of High
AIR QUALITY TECHNICAL MEMORANDUM
AIR QUALITY TECHNICAL MEMORANDUM AIR QUALITY TECHNICAL MEMORANDUM GOLDEN GLADES INTERCHANGE PD&E STUDY Miami-Dade County, Florida Financial Management Number: 428358-1-22-01 Efficient Transportation Decision
TRANSPORTATION ENGINEERING DESIGN STANDARDS. Adopted by City Council Ordinance
TRANSPORTATION ENGINEERING DESIGN STANDARDS Adopted by City Council Ordinance City of Lakewood Traffic Engineering Division Department of Public Works 480 South Allison-80226-3105 March 2007 TABLE OF CONTENTS
DRAFT SCOPING DOCUMENT BRIGHTVIEW SENIOR LIVING IRVINGTON DRAFT ENVIRONMENTAL IMPACT STATEMENT (DEIS)
DRAFT SCOPING DOCUMENT BRIGHTVIEW SENIOR LIVING IRVINGTON DRAFT ENVIRONMENTAL IMPACT STATEMENT (DEIS) Name of Project: Applicant: Project Location: SEQRA Classification: Lead Agency: Lead Agency Contact:
BEFORE-AND-AFTER STUDY OF THE EFFECTIVENESS OF RECTANGULAR RAPID-FLASHING BEACONS USED WITH SCHOOL SIGN IN GARLAND, TEXAS
BEFORE-AND-AFTER STUDY OF THE EFFECTIVENESS OF RECTANGULAR RAPID-FLASHING BEACONS USED WITH SCHOOL SIGN IN GARLAND, TEXAS Marcus A. Brewer (corresponding author) Associate Research Engineer Texas Transportation
Brooklyn 43 SAFE STREETS NYC
Brooklyn 43 SAFE STREETS NYC Grand Army Plaza Description Grand Army Plaza is a complex traffic circle where Flatbush and Vanderbilt Avenues, Eastern Parkway, Union Street and the Prospect Park Drive converge.
SEMINOLE PRATT WHITNEY ROAD & NORTHLAKE BLVD. FREQUENTLY ASKED QUESTIONS
UPDATED: 01/31/14 SEMINOLE PRATT WHITNEY ROAD & NORTHLAKE BLVD. FREQUENTLY ASKED QUESTIONS Q. 1. What are the County s plans for Seminole Pratt Whitney Road between SR 80 (Southern Blvd) and the Bee Line
Engagement with the community will be in accordance with Council s Community Participation Policy.
CLARENCE CITY COUNCIL ASSET MANAGEMENT 7 DEC 2015 86 11.5 ASSET MANAGEMENT 11.5.1 CLARENCE STREET SAFETY ASSESSMENT PROJECT (File No 04-03-01) EXECUTIVE SUMMARY PURPOSE The purpose of this report is to
Technical Memorandum INTRODUCTION TRAFFIC MANAGEMENT PLAN. Exhibit 836B. Purpose. Approved City Plan Commission. Planned Development District No.
Exhibit 836B 2808 5 11 0197 DeShazo, Tang & Associates, Inc. Engineers + Planners 400 South Houston Street. Suite 330 Oa1Ias TX 75202-4899 214.748.6740 FAX 214.748.7037 www.deshazotang.com To: From: Karl
City of Columbus, Ohio Department of Public Safety Division of Police February 2006
City of Columbus, Ohio Department of Public Safety Division of Police February 2006 Columbus Focus on Safety Photo Red Light Enforcement MISSION STATEMENT A. The Traffic Bureau s primary mission is the
ROUTE 178 CORRIDOR STUDY. Prepared For: KERN COG, CALTRANS, CITY OF BAKERSFIELD
ROUTE 178 CORRIDOR STUDY Prepared For: KERN COG, CALTRANS, CITY OF BAKERSFIELD Prepared By: Barton-Aschman Associates, Inc. December 1986 TABLE OF CONTENTS 1. INTRODUCTION 1 Study Background 1 Study Purpose
AAA ROAD IMPROVEMENT DEMONSTRATION
EVALUATION STUDIES FOR THE AAA ROAD IMPROVEMENT DEMONSTRATION PROGRAM IN MICHIGAN FINAL REPORT Prepared by: Tapan K. Datta, Ph.D., P.E. and Kerrie L. Schattler, Ph.D. Wayne State University Department
Minnesota State Patrol Fatal Crash Investigation May 23 rd, 2009 US Hwy 63 & MN Hwy 30
Minnesota State Patrol Fatal Crash Investigation May 23 rd, 2009 US Hwy 63 & MN Hwy 30 Location Intersection of US 63 and MN 30 US 63 runs north and south, divided 4 lane road with grass median. MN 30
Measuring the Street:
Measuring the Street: New Metrics for 21st Century Streets 1 Measuring the Street: New Metrics for 21st Century Streets New York City s streets are constantly called on to the meet new and varied needs
P u b l i c. Development Proposal And Rezoning
P u b l i c O p e n H o Dvelopment u s e Manhattan Drive Request Development Proposal And Rezoning Argus Properties and CTQ Consultants welcome public input on this proposed development project located
Stone Way N Rechannelization: Before and After Study. N 34th Street to N 50th Street
City of Seattle Department of Transportation Stone Way N Rechannelization: Before and After Study N 34th Street to N 50th Street May, 2010 INTRODUCTION Population density in Seattle is increasing within
Planning Level Cost Estimation Tool. User s Manual
Planning Level Cost Estimation Tool User s Manual Atlanta Regional Commission Submitted By: User s Manual Table of Contents 1. INTRODUCTION... 1 2. OBJECTIVE... 1 3. FRAMEWORK OF THE TOOL... 2 4. HOW TO
Route Development Plan
WSDOT Northwest Washington Division, Planning and Policy Office Route Development Plan State Route 99 North/Aurora Avenue North From the North end of the Battery Street Tunnel (Mile Post 32.44) to N. 145th
Highway 138 Corridor Solutions Study Roseburg, Oregon. Technical Memorandum #4: Concept Development and Screening DRAFT
Highway 138 Corridor Solutions Study Roseburg, Oregon Technical Memorandum #4: DRAFT Prepared for Oregon Department of Transportation, Region 3 3500 NW Stewart Parkway Roseburg, Oregon 97470 Prepared by
TH 23 Access Management Study Richmond to Paynesville
TH 23 Access Management Study Richmond to Paynesville Prepared For: Minnesota Department of Transportation District 8 Prepared By: Short Elliott Hendrickson Inc. July 2015 Table of Contents I. Introduction...
SUMMARY OF ANTICIPATED SPECIAL EVENT STREET CLOSURES. City of Bristol, Tennessee
SUMMARY OF ANTICIPATED SPECIAL EVENT STREET CLOSURES Last updated Monday, July 28, 2014. City of Bristol, Tennessee Friday, August 1, 2014 Seventh Border Bash, 400 and 500 Blocks of State Street. The 400
Design and Implementation of Slot Left-Turn Lanes on the Manitoba Highway Network
Design and Implementation of Slot Left-Turn Lanes on the Manitoba Highway Network Brent Hartmann, P. Eng., Project Design Engineer, Manitoba Infrastructure and Transportation Derek Durant, P. Eng., Senior
Chapter Thirty-five ACCESS CONTROL/ ACCESS MANAGEMENT BUREAU OF DESIGN AND ENVIRONMENT MANUAL
Chapter Thirty-five ACCESS CONTROL/ ACCESS MANAGEMENT BUREAU OF DESIGN AND ENVIRONMENT MANUAL Chapter Thirty-five ACCESS CONTROL/ACCESS MANAGEMENT Table of Contents Section Page 35-1 GENERAL CONCEPTS...
TERMINAL 91 2011 TRAFFIC MONITORING STUDY
DRAFT TERMINAL 91 2011 TRAFFIC MONITORING STUDY Prepared for: Port of Seattle Prepared by: 6544 NE 61st Street, Seattle, WA 98115 ph: (206) 523-3939 fx: (206) 523-4949 NOVEMBER 4, 2011 TABLE OF CONTENTS
Appendix J Transportation Management Plan Report. Traffic Operational Analysis Report
Appendix J Transportation Management Plan Report Traffic Operational Analysis Report Transportation Management Plan Report VIRGINIA AVENUE TUNNEL RECONSTRUCTION PROJECT WASHINGTON, DC PRELIMINARY TRANSPORTATION
Eagle River Central Business District and Residential Core Circulation Study
Eagle River Central Business District and Residential Core Circulation Study Final Report February 24th, 2011 Eagle River Central Business District and Residential Core Circulation Study Final Report approved
Multi-Modal Corridor Degree of Complexity: High Cost/Benefit: High
Multi-Modal Corridor Degree of Complexity: Cost/Benefit: Maintain the same level of service for Ensures continuous flow through the Might impact other transportation Consider road diet and/or different
Final Report US 6N CORRIDOR LAND USE & TRANSPORTATION STUDY
Final Report US 6N CORRIDOR LAND USE & TRANSPORTATION STUDY November 2008 Prepared by the Consultant Team, Consisting of: Whitman, Requardt and Associates, LLP (Project Management and Transportation Engineering)
Transit Service Assessment
Technical Memorandum #1 Transit Service Assessment June 213 Table of Contents 1. Existing Service Summary... 1 1.1 Service Overview... 1 1.2 Service Characteristics... 1 2. Ridership and Productivity...
Western Placerville Interchanges Project
Western Placerville Interchanges Project Draft Supplemental Environmental Impact Report State Clearinghouse #2003122137 Prepared for: City of Placerville 3101 Center Street Placerville, CA, 95667 Prepared
HIGHLANDS NEIGHBORHOOD STUDY AREA PARKING ANALYSIS
HIGHLANDS NEIGHBORHOOD STUDY AREA PARKING ANALYSIS Prepared for: City and County of Denver Department of Public Works, Engineering Division Traffic Engineering Services Parking Operations 201 W. Colfax
EXHIBIT A Accessible Truck Routes Map
EXHIBIT A Accessible Truck Routes Map ASHEVILLE, NORTH CAROLINA ROUTE: A ROUTE: B ROUTE: C ROUTE: D ROUTE: E EXHIBIT A EXHIBIT B Craven Street Improvements Map ASHEVILLE, NORTH CAROLINA EXHIBIT B EXHIBIT
U.S. Department of Homeland Security Nebraska Avenue Complex Master Plan DRAFT ENVIRONMENTAL IMPACT STATEMENT APPENDIX C
U.S. Department of Homeland Security Nebraska Avenue Complex Master Plan DRAFT ENVIRONMENTAL IMPACT STATEMENT APPENDIX C January 14, 2011 This page intentionally left blank Transportation Management Plan
Accuracy of Pneumatic Road Tube Counters
Accuracy of Pneumatic Road Tube Counters By: Patrick McGowen and Michael Sanderson Abstract: Pneumatic road tube counters are a tool that is commonly used to conduct traffic counts on streets and roads.
14-97. 14-97.002 Definitions. For the purposes of this rule chapter the following definitions shall apply unless the context clearly shows otherwise:
14-97 14-97.001 Purpose. This rule chapter sets forth an access control classification system and access management standards to implement the State Highway System Access Management Act of 1988. The implementation
ROAD SAFETY AUDIT. Derby Street at Whiting Street (Route 53)/Gardner Street. Town of Hingham. April 2014
ROAD SAFETY AUDIT Derby Street at Whiting Street (Route 53)/Gardner Street Town of Hingham April 2014 Prepared for: Massachusetts Department of Transportation Prepared by: Howard/Stein-Hudson Associates
CHALLENGES TO EFFECTIVE ARTERIAL TRAFFIC MONITORING: LESSONS FROM THE I-95 CORRIDOR COALITION S VEHICLE PROBE PROJECT ABSTRACT
CHALLENGES TO EFFECTIVE ARTERIAL TRAFFIC MONITORING: LESSONS FROM THE I-95 CORRIDOR COALITION S VEHICLE PROBE PROJECT Stanley E. Young. P.E., Ph.D. Research Engineer, University of Maryland 2200 Technology
FIRESTONE EDUCATION CENTER MASTER PLAN SUBSEQUENT FINAL ENVIRONMENTAL IMPACT REPORT
FIRESTONE EDUCATION CENTER MASTER PLAN SUBSEQUENT FINAL ENVIRONMENTAL IMPACT REPORT Prepared for LOS ANGELES COMMUNITY COLLEGE DISTRICT Prepared by TERRY A. HAYES ASSOCIATES INC. March 2014 2013 FIRESTONE
3 Tappan Zee Bridge Rehabilitation Options
3 Tappan Zee Bridge Rehabilitation Options 3.1 Introduction This chapter describes possible options that rehabilitate and enhance the existing Tappan Zee Bridge. Four Rehabilitation Options have been developed:
Investigation of Red Light Running Factors
Investigation of Red Light Running Factors Final Report July 2004 Prepared for: Southeast Transportation Center The University of Tennessee Knoxville, Tennessee Prepared by: Scott S. Washburn Assistant
Goals & Objectives. Chapter 9. Transportation
Goals & Objectives Chapter 9 Transportation Transportation MISSION STATEMENT: TO PROVIDE A TRANSPORTATION NETWORK CAPABLE OF MOVING PEOPLE AND GOODS EFFICIENTLY AND SAFELY. T he transportation system
Safety Evaluation of Access Management Policies and Techniques
TECHBRIEF Safety Evaluation of Access Management Policies and Techniques FHWA Publication No.: FHWA-HRT-15-038 FHWA Contact: Wei Zhang, HRDS-10, (202) 493-3317, wei.zhang@fhwa.dot.gov This document is
Executive Summary. Transportation Needs CHAPTER. Existing Conditions
CHAPTER 1 Executive Summary The City of Forest Grove Transportation System Plan (TSP) was updated to keep it consistent with recent growth trends in the city and other transportation planning efforts in
TRANSPORTATION MANAGEMENT PLAN
TRANSPORTATION MANAGEMENT PLAN EMPIRE/BURBANK AND RAILROAD TRACKS PROJECT 07-LA-05 PM 29.4/31.6 State of California Department of Transportation District 7 Contract Number: EA 1218w1 Prepared by: Daisy
Roadside Truck Survey in the National Capital Region
1999/ 2000 Interprovincial Roadside Truck Survey in the National Capital Region Establish a comprehensive database of information Provide a basis for future studies and analysis Does not address specific
Nearly 38,000 vehicles cross the Shinnecock Canal on Sunrise Highway (NYS Route 27) daily, during peak summer months.
2. Traffic Characteristics Traffic volumes have increased in concert with population growth in the Towns of Southampton and East Hampton. The New York State Department of Transportation (NYSDOT) maintains
TRAFFIC IMPACT ANALYSIS
TRANSPORTATION Section 6-1 TRAFFIC IMPACT ANALYSIS The Town Of Buckeye Arizona Engineering Design Standards Section 6-1 Adopted December 2012 TABLE OF CONTENTS 6-1.000 GENERAL INFORMATION:...3 6-1.001
TRANSPORT PLAN COMMUNICATION Cape Town Stadium: Soccer Cape Town City FC vs. Kaiser Chiefs
TRANSPORT PLAN COMMUNICATION Cape Town Stadium: Soccer Cape Town City FC vs. Kaiser Chiefs Date: 2016-08-26 (Friday) Gates Open: 17:30 Supporting Act(s) / Game(s): none Main Act / Game: 19:30 End: 21:15
PROGRAM FOR ARTERIAL SYSTEM SYNCHRONIZATION (PASS) STANDARD SCOPE OF WORK, SCHEDULE AND BUDGET
PROGRAM FOR ARTERIAL SYSTEM SYNCHRONIZATION (PASS) STANDARD SCOPE OF WORK, SCHEDULE AND BUDGET The purpose of the Program for Arterial System Synchronization (PASS) is to provide technical and financial
The financial plan was prepared in conjunction with the Technical Working Group. Refer to Table 3-1: Funding and Implementation Plan.
3 Financial Plan The purpose of the financial plan is to identify funding options that would be likely sources of money to advance recommendations made by this study. The Capitol Region Transportation
E. Summary of Existing Traffic Characteristics (Primary Focus Highways)
E. Summary of Existing Traffic Characteristics (Primary Focus Highways) Average daily traffic (ADT) varies between 2,700 and 13,100 vehicles. Heavy truck volumes vary between 270 and 2,077 vehicles per
CAPACITY AND LEVEL-OF-SERVICE CONCEPTS
CHAPTER 2 CAPACITY AND LEVEL-OF-SERVICE CONCEPTS CONTENTS I. INTRODUCTION...2-1 II. CAPACITY...2-2 III. DEMAND...2-2 IV. QUALITY AND LEVELS OF SERVICE...2-2 Service Flow Rates...2-3 Performance Measures...2-3
CUSTOMS BROKER EXAM REVIEW COURSE LOCATION/DIRECTIONS ATLANTA CHARLESTON CHARLOTTE DALLAS LOS ANGELES NEW YORK WASHINGTON, D.C.
CUSTOMS BROKER EXAM REVIEW COURSE LOCATION/DIRECTIONS ATLANTA CHARLESTON CHARLOTTE DALLAS LOS ANGELES NEW YORK WASHINGTON, D.C. DIRECTIONS: ATLANTA One Atlantic Center 1201 West Peachtree Street Atlanta,
7.2 Warrants and Planning Considerations
Chapter 7 Interchanges 7.1 Introduction As discussed in Chapter 6, it is important that designers consider the needs and activities of the pedestrians, cyclists, and motorists to comprehensively plan for