4. Safety Concerns Potential Short and Medium-Term Improvements
|
|
- Oliver Golden
- 6 years ago
- Views:
Transcription
1 NH Route 104 Access Management Study Page Safety Concerns Potential Short and Medium-Term Improvements Potential safety improvement strategies are listed by priority based on field observations by Fay Spofford and Thorndike, Inc. (FST) and LRPC staff and input from the NH Route 104 Corridor Study Committee. The following concepts were prepared by FST and are planning level only and are not intended to represent final design solutions. Data required for moving these concepts into design solutions including lane warrant analyses and right of way/easement requirements must be completed prior to implementation. All concepts require further study and information to determine implementation feasibility. Existing and proposed concept plans for the initial five locations described in this chapter can be found in Appendix E, Safety Improvement Existing and Proposed Concept Plans Residential/Commercial Area (Bobby s Girl Diner) at NH Route 104 Bobby s Girl Diner looking east on NH Route 104 Ledge Widening Constraints NH Route 104 in this area is posted at a 55 miles per hour speed limit and has narrow 2-3 foot wide shoulders. This location involves three T intersections with driveways located within approximately a quarter mile along NH Route 104. Two of the three driveways are within a few hundred feet of one another and serve the Bobby s Girl Diner. The furthest west driveway also serves a sixlot subdivision currently under construction in addition to the Bobby s Girl Diner. The third furthest east driveway serves Applewood Estates, an existing single-family development with the potential for an additional 23 units. There has been at least one fatal rear-end fatal crash involving eastbound traffic in this area and may have been other crashes involving injuries. The existing two Bobby s Girl Diner two-way driveways are connected by a loop road parallel to NH Route 104. This parallel driveway provides access to a 90 angle parking bay serving the Bobby s Girl s Diner. Motorists are able to enter and leave from either driveway. The paved NH Route 104 cross-section is constrained by ledge outcrops on both sides as above. To the west of the diner, wetlands constrain the ability to widen NH Route 104. Improvement Strategy NH Route 104 in the Bobby s Girl Diner Area To address the issue on NH Route 104 in front of the Bobby s Girl Diner, if warrants are met, a dualpurpose left turn lane should be considered to provide access to the furthest east driveway at the Diner; the center of the three driveways. The six-unit single-family residential subdivision under
2 construction to the immediate west of the Bobby s Girl Diner should, ideally, share this access. As envisioned, the westerly driveway would be an exit only (as depicted below) while the easterly driveway could either be a two-way driveway or an entrance only. The potential exclusive left turn lane would involve a maximum widening of approximately 12 feet, either on one side of NH Route 104 in front of the Bobby s Girl Diner, or a preferred six-foot widening on both sides with proper transitions for the speed of traffic on NH Route 104. Approximately feet to the east of the center driveway, the third driveway might also be served by a left turn lane. Alternatively, the left turn lane might extend all the way to the Applewood Estates driveway without creating two separate widenings of NH Route 104. Following the Applewood Estates driveway, NH Route 104 would transition back to its existing two-lane roadway cross-section. ONE-WAY Bobby s Girl Diner NH Route 104, New Hampton, NH conceptual widening modification (not to scale) Potential widening on both sides to create left turn lane to Applewood Estates Applewood Estates Conceptual widening modifications looking east on NH Route 104 east of Bobby s Girl Diner on the approach to Applewood Estates (not to scale)
3 NH Route 104 Access Management Study Page Meredith Woods/Clearwater Campgrounds Crossings The Meredith Woods RV Park driveway creates a four-way intersection on NH Route 104 opposite the Clearwater Campgrounds site. The speed limit on NH Route 104 through this area is 55 miles per hour. NH Route 104 slopes through this intersection on a 4-5% downgrade from west to east. The Meredith Woods RV park and Clearwater Campgrounds approaches to the intersection have a sidewalk on the east side (see photo below) and the intersection is controlled by a flashing hazard beacon -- flashing yellow for NH Route 104 and flashing red for Meredith Woods and Clearwater Campgrounds approaches that are augmented by stop signs. A crosswalk is not provided. So daunting is the pedestrian crossing in this area, that a sign on the Clearwater campgrounds sidewalk approach warns pedestrians, golf cart drivers, and trail walkers that children under 16 years of age must cross with an adult. NH Route 104 in this area has two lanes with 6-8-foot wide shoulders on both sides. The hazard beacon is the primary warning given to motorists traversing this intersection. Meredith Woods RV Park /Clearwater Campgrounds Pedestrian and golf cart crossing looking south at NH Route 104 from Meredith Woods approach
4 Improvement Strategy Meredith Woods RV/Clearwater Campgrounds Crossing To improve this pedestrian crossing in an effective manner will involve the potential implementation of traffic calming measures. For example, shoulder pavement markings (e.g., Test European dragon teeth slow markings), and a crosswalk with potential left turn lanes going in and out of Meredith Woods and Clearwater Campgrounds. A crosswalk could be considered, assuming volume warrants are met during the peak summer crossing season. Pedestrian warning signs should continue to be posted on the sidewalks to alert pedestrians and golf cart drivers about the danger of crossing. Consider rumble strips in the painted median and in the centerline to slow traffic as it crosses the intersection. Possible rumble strips between striping Meredith Woods RV Park Golf cart path and sidewalk Continue Dragons Teeth markings for 300 feet on approach; supplement with yellow/green pedestrian Xing signs; Dragons Teeth end 200 feet before the intersection Continue Dragons Teeth markings for 300 feet on approach; supplement with yellow/green pedestrian Xing signs; Dragons Teeth end 200 feet before the intersection Clearwater Campgrounds Golf cart path and sidewalk Possible rumble strips between striping Not to Scale Existing conditions looking west on NH Route 104 from the centerline between Meredith Woods RV Park and Clearwater Campgrounds
5 NH Route 104 Access Management Study Page NH Route 104 at Shingle Camp Road and I-93 Off-Ramp and Construction Road Shingle Camp Road intersects the south side of NH Route 104 to form a T intersection very close to the I-93 southbound mainline. The intersection is located on the opposite side of the I- 93 southbound on/off-ramps and offset by approximately 150 to 200 feet as shown on the photo below. Additionally, a service road developed during the construction of Interstate 93 is located to the west of the I-93 southbound on/off-ramps. This service road will present driveway spacing issues if retained for future use. The speed limit on NH Route 104 in this area is posted at 40 miles per hour. Upon further investigation of the status of the service road, it has been determined that the road was classified by NHDOT as a Class VI road in It is understood that in its current location it would be very difficult to gain a driveway permit from NHDOT to utilize this access due to its close proximity to the Exit 23/NH Route 104 westerly exit ramp. Construction Easement Road Looking west on NH Route 104 at Shingle Camp Road and I-93 Southbound On/Off-ramps
6 Improvement Strategy Shingle Camp Road near I-93 Ideally, in the long term, the Shingle Camp Road should be re-aligned directly opposite the I-93 southbound on-ramp and off-ramp. This should be done only if the combination of the Shingle Camp Road and I-93 southbound off-ramp intersection is found to warrant traffic signalization. The realignment of Shingle Camp Road will require filling, but would create an opportunity for the creation of a new development parcel in the location of the existing Shingle Camp Road layout that would be eliminated. NH Route 104 westbound at the new four-way intersection would be re-striped to provide an exclusive left turn lane to Shingle Camp Road opposite the existing exclusive left turn lane on eastbound NH Route 104 to the southbound I-93 on-ramp. The existing eastbound exclusive right turn lane to the I-93 southbound on-ramp would also be retained. If signalized, the relocated Shingle Camp Road would provide an exclusive right turn lane to NH Route 104 eastbound and a shared through/left lane to the I-93 southbound on-ramp and NH Route 104 westbound. Concurrently, the service road entrance onto NH Route 104 could be redirected westerly to Riverwood Road located approximately ¼ mile to the west of the I-93 on/off-ramps intersection. As envisioned, the relocated construction road could intersect Riverwood Road on the northern edge of a parcel that abuts NH Route 104 between Riverwood Road and the construction easement way. The new road could intersect Riverwood Road approximately ¼ mile north of its intersection with NH Route 104. The relocation of Shingle Camp Road also provides the opportunity to extend the eastbound left turn lane on the approach to the I-93 northbound onramp. Relocate Road Realign to Potential Future Traffic Signal Retain Access Potential development parcel with Shingle Camp Road access? Remove portion of existing roadway Retain Existing Through & Right lanes Potential Future Traffic Modifications NH Route 104 at Shingle Camp Road and I-93 on/off-ramps (not to scale)
7 NH Route 104 Access Management Study Page Chase and Meredith Center Roads at NH Route 104 The aerial below illustrates the relative locations of the Meredith Center and Chase Road intersections with NH Route 104. Chase and Meredith Roads each form T intersections with NH Route 104 and are located approximately 750 feet apart. Chase Road intersects NH Route 104 at an angle skew less than 60 and serves a limited residential area. Chase Road carries much lower traffic volumes than Meredith Center Road, a cross-town connector. During peak hours, approximately vehicles use the right turn lane to turn onto Meredith Center Road, while vehicles turn left out of Meredith Center Road. Meredith Center Road therefore carries approximately 3,500-4,000 vehicles per day or approximately vehicles per hour during peak hours. During the morning peak hour, the right turn from NH Route 104 is the predominant turning movement, while the left turn onto NH Route 104 is the predominant movement from Meredith Center Road in PM peak hours. Meredith Center Road may be a candidate for future signalization in the long term. It is suspected that crashes may be occurring due to left turns out of Meredith Road conflicting with the traffic on NH Route 104 continuing east or west. Exclusive Right Turn Lane Wicwas Lake Base Plan Source: Lakes Region Planning Commission
8 Looking northwest to Chase Road from the south side of NH Route 104 Looking east on NH Route 104 to Meredith Center Road and exclusive right turn lane Improvement Strategy Meredith Center Road/Chase Road at NH Route 104
9 NH Route 104 Access Management Study Page 27 A possible improvement for the Chase Road intersection with NH Route 104 involves the potential re-orientation of Chase Road to reduce the angle skew of the intersection and the potential addition of an eastbound exclusive left turn lane or creation of a bypass lane, particularly if rear-end crashes have been recorded on the eastbound approach to Chase Road (see sketch below). Warrants need to be checked prior to installing an exclusive left turn lane to Chase Road. The westbound approach to the right turn lane approaching Meredith Center Road should be delineated better to ensure that through traffic does not accidentally enter the exclusive right turn lane. In the long term, this intersection may meet traffic signal warrants, particularly if the NH Route 104 corridor experiences significant growth in traffic volumes; the intersection may already meet signal warrants during the summer months when traffic volumes are substantially higher than on an average annual basis. Potential realignment of Chase Road intersection Potential restriping/ widening on NH Route 104 west of Chase Road Potential modifications looking northwest to Chase Road from the south side of NH Route 104 Potential future traffic signal location Potential restriping pattern
10 4.5. Town House Road (east) at NH Route 104 Town House Road (east) at NH Route 104 creates a three-way T intersection with NH Route 104. Due to the orientation of Town House Road vis-à-vis NH Route 104, the predominant turning movements of Town House Road (east) at NH Route 104 are right turns into and left turns out of Town House Road (east). Town House Road (east) provides access to Dana Hill and Strait Roads and is stop sign controlled on its approach to NH Route 104. Town House Road (east) is missing a leveling area on its approach to NH Route 104 (see photo below), as vehicles prepare to make a left turn movement on an upgrade. Because the speed limit on NH Route 104 through this area is 55 miles per hour, accelerating from a stop on an upgrade can represent a hazard, particularly during slippery weather conditions. NH Route 104 curves southerly approximately a quarter mile east of this intersection. The NH Route 104 eastbound approach to this area has one lane with 2-3-foot wide shoulders. Left turns are the predominant turning movement out of Townhouse Road (east), as right turns can be readily made at Town Potential long - term signal Location Consider regrading to flatten the approach to NH Route 104 Consider improvements to the right turn lane Looking west on NH Route 104 at Townhouse Road (east) House Road (west) which intersects NH Route 104 approximately 0.68 mile west of Town House Road (east). The NH Route 104 westbound approach has been widened to create an unmarked right turn lane into Townhouse Road. This provides a slowing lane for westbound right turn traffic into Town House Road (east). Improvement Strategy Town House Road (east) at NH Route 104 Modifying the Town House Road profile to the intersection to create a leveling area at least 60 feet in length and better delineation of the exclusive right turn lane would benefit safety at this intersection. A leveling area would allow easier acceleration onto NH Route 104. Creating the
11 NH Route 104 Access Management Study Page 29 leveling area would involve filling and regrading Town House Road (east) at least 200 feet on its approach to NH Route 104. The intersecting driveway shown on the photo on the previous page would also need to be regraded on its approach to the modified Town House Road (east) profile. Regrading the Town House Road (east) would also provide a long-term opportunity to signalize this intersection. Depending on how much development occurs on roads feeding into Town House Road, this intersection may warrant signalization in the long term. To counterbalance potential modifications to the Town House Road (east) intersection with NH Route 104, the Town House Road (west) intersection with NH Route 104 has an exclusive left turn lane on its eastbound NH Route 104 approach. Directly opposite the Town House Road (east) intersection, the predominant turning movements at Town House Road (west) are right turns out and left turns in; it is unlikely that these movements will warrant traffic signalization in the long term. A key issue related to the any improvements at Town House Road (east) intersection is the future development of lot R located directly across NH Route 104 from the intersection. As described in Chapter 5, Access Management Strategies, lot R has been identified for consideration of the future acquisition of access rights. If the acquisition of access rights were to move forward, it would be imperative that any improvements be coordinated with the location of any future access to that lot. Looking north at Town House Road (west) from the south side of NH Route 104
12 4.6. Main Street at NH Route 104 NH Route 104 forms a four-way intersection with Main Street and Firehouse Lane in the Town of New Hampton. An 11-foot wide left turn lane is provided in both directions of the highway to accommodate left turns into both Main Street and Firehouse Lane. The intersection has a flashing hazard beacon above the intersection - flashing yellow for NH Route 104 and flashing red for Main Street and Fire House Lane. Travel speeds approaching Main Street and Firehouse Lane are rather high from observations (see Figure 2.3). NH Route 104 has a curved alignment on the eastbound approach to this intersection and Main Street is slightly offset from Firehouse Lane. NH Route 104 at Main Street and Firehouse Lane Potential Striping Improvement Concept Improvement Strategy Main Street and Firehouse Lane at NH Route 104 Potential improvements to this intersection could involve possibly restriping to move the through traffic around the left turn lane and reduce the potential for rear end collisions. Possibly, Firehouse Lane could be signalized with an emergency actuated traffic signal from the firehouse driveway. This would require four new signal heads and a traffic signal controller.
5.1 Traffic and Transportation
5.1 When it opens in 2009, the Bellevue Nickel Improvement Project will increase the number of vehicles able to travel through the study area, improve travel speeds, and improve safety by reducing the
More informationAppendix 4.1 L. No-Build Project Descriptions
Appendix 4.1 L No-Build Project Descriptions No-Build Projects New Bedford A new traffic signal system was installed and activated in early 2009 at the intersection of King s Highway and Mount Pleasant
More informationLake Erie Commerce Center Traffic Analysis
LOCATION: East of NYS Route 5 at Bayview Road Town of Hamburg Erie County, New York PREPARED BY: Wendel Companies 140 John James Audubon Parkway Suite 200 Amherst, New York 14228 January 2012 i ii Table
More informationFEASIBILITY STUDY REFINED CONCEPT 1 PROJECT A
VIRGINIA DEPARTMENT OF TRANSPORTATION I-85 / I-95 INTERCHANGE FEASIBILITY STUDY REFINED CONCEPT 1 PROJECT A Columbia Rd REFINED CONCEPT 1 PROJECT A Bellevue Rd COST: $3.3M Siege Rd Eliminate the loop ramp
More information3. COLTA / HUGA CONNECTIONS - PRELIMINARY
9 3. COLTA / HUGA CONNECTIONS - PRELIMINARY 3.1 COLTA The Chain of Lakes Trail Association (COLTA) trail, formerly identified as the Chester Spur Line, was completed and opened for use in June 2011. The
More informationRoute 29 Solutions Projects
Your guide to the Route 29 Solutions Projects For full details & continued engagement please visit www.route29solutions.org The Route 29 Solutions Package is a $230 million investment into the improvement
More informationA. CONCLUSIONS OF THE FGEIS
Chapter 11: Traffic and Parking A. CONCLUSIONS OF THE FGEIS The FGEIS found that the Approved Plan will generate a substantial volume of vehicular and pedestrian activity, including an estimated 1,300
More informationHIGHWAY RAIL GRADE CROSSING CONSOLIDATION PROGRAM
HIGHWAY RAIL GRADE CROSSING CONSOLIDATION PROGRAM To decrease unnecessary train traffic exposure to life and property, promote public safety, and improve traffic conditions, the Texas Department of Transportation
More informationSAN FRANCISCO MUNICIPAL TRANSPORTATION AGENCY
THIS PRINT COVERS CALENDAR ITEM NO. : 10.4 DIVISION: Sustainable Streets BRIEF DESCRIPTION: SAN FRANCISCO MUNICIPAL TRANSPORTATION AGENCY Approving various parking and traffic modifications associated
More informationHospital Link Project Project Update Winter 2018
Hospital Link Project Project Update Winter 2018 General The project provides a link from Riverside Drive and the Transitway to the Hospital Link Road. Construction of the Hospital Link facility is open
More informationProposed Bicycle Lanes on Yonge Street from Queens Quay to Front Street
STAFF REPORT ACTION REQUIRED Proposed Bicycle Lanes on Yonge Street from Queens Quay to Front Street Date: March 12, 2007 To: From: Toronto and East York Community Council Director, Transportation Infrastructure
More informationuser s guide to Transportation Improvements in Astoria Planning Efforts outside Astoria for more information, contact:
The Miles Crossing/ Jeffers Garden transportation plan (underway), will identify needed improvements to the Warrenton Astoria Highway and local street improvements to serve expected growth in the Miles
More information2008 DEKALB COUNTY TRANSPORTATION PLAN (UPDATE)
2008 DEKALB COUNTY TRANSPORTATION PLAN (UPDATE) TABLE OF CONTENTS Introduction 1 Transportation Planning Activities 2 Identification of Problem Areas and Recommended Solutions 7 DeKalb County Projects
More informationAlternatives Analysis City of Newport Beach Sunset Ridge Park Project December 14, 2011
Alternatives Analysis City of Newport Beach Sunset Ridge Park Project December 14, 2011 Alternatives Analysis for Vehicular Access: This report supplements the project s certified EIR s Alternatives Analysis.
More informationPROGRESS PARK CONNECTOR
PROGRESS PARK CONNECTOR Project No. 9999 098 R65, P102 ALTERNATIVES ANALYSIS 6 April 2015 Revised for updated dates PROGRESS PARK CONNECTOR ROAD ALTERNATIVES ALTERNATIVE # 1 West from the intersection
More informationMaryland Route 36 (Mount Savage Road) and Maryland Route 35 (Ellerslie Road) Intersection Study. Cumberland Area Metropolitan Planning Organization
Maryland Route 36 (Mount Savage Road) and Maryland Route 35 (Ellerslie Road) Intersection Study Cumberland Area Metropolitan Planning Organization July 2009 1 Table of Contents Table of Contents... 2 Purpose
More informationLongmont to Boulder Regional Trail Jay Road Connection DRAFT FINAL REPORT
Longmont to Boulder Regional Trail Jay Road Connection DRAFT FINAL REPORT December 2018 Project Summary Boulder County, Colorado, in partnership with the City of Boulder, is evaluating options for multi-use
More informationTraffic Management Plan 2018
Traffic Management Plan 2018 Jesuit College Preparatory School of Dallas Amendment to Planned Development No. 353 Dallas, Texas June 6, 2018 Prepared for Jesuit College Preparatory School of Dallas Prepared
More informationFDOT Treasure Coast Traffic Impact Report
July 22, 2016 Chuck McGinness, 954-777-4302 chuck.mcginness@dot.state.fl.us FDOT Treasure Coast Traffic Impact Report July 22 through July 29, 2016 TREASURE COAST Construction and maintenance-related lane
More informationTransportation TRANSPORTATION PROJECTS
Transportation TRANSPORTATION PROJECTS Balls Ford Road Interchange Total Project Cost $142.9M This project includes the construction of a new diverging diamond interchange at Route 234 Bypass (Prince William
More informationTABLE OF CONTENTS. Coral Springs Charter High School and Middle School Job No Page 2
Job No. 15-019 Page 2 TABLE OF CONTENTS 1.0 INTRODUCTION... 4 2.0 EXISTING CONDITIONS... 5 3.0 TRAFFIC GENERATION... 7 4.0 TRIP DISTRIBUTION... 8 5.0 FUTURE CONDITIONS... 8 6.0 SITE ACCESS...13 7.0 CONCLUSION...13
More informationEAKINS OVAL / 25 TH & PENNSYLVANIA AREA PROJECT SUMMARY 1
EAKINS OVAL / 25 TH & PENNSYLVANIA AREA PROJECT SUMMARY The Parkway Council Foundation is studying potential road and sidewalk reconfigurations of two areas at the western edge of the Benjamin Franklin
More informationMemorandum. To: From: cc: Date: November 7, Re: 1.0 Purpose and Organization of this Addendum. 2.0 Project Description
Memorandum To: From: cc: Laura Prickett, Horizon Water and Environment Analette Ochoa and Wana Chiu, WRECO Parag Mehta, Kimley Horn Date: November 7, 2017 Re: Santa Cruz Route 1 Tier I and Tier II HOV
More informationFINAL. Bicycle/Pedestrian Feasibility Study City of DeBary Dirksen Drive Trail. Prepared For: Volusia County MPO
City of DeBary Dirksen Drive Trail FINAL Prepared By: Reynolds, Smith and Hills, Inc. Prepared For: Volusia County MPO September 2007 Table of Contents INTRODUCTION...1 PROJECT PURPOSE AND SCOPE...2 PHYSICAL
More informationSt. Dennis Drive Conversion of Traffic Lanes to On- Street Parking and Bicycle Lanes
STAFF REPORT ACTION REQUIRED St. Dennis Drive Conversion of Traffic s to On- Street Parking and Bicycle s Date: April 22, 2014 To: From: Wards: Reference Number: Public Works and Infrastructure Committee
More informationNew Hampshire Route 101 Corridor Plan
Amherst, Milford, Wilton Final Report September 2002 Bedford Amherst Wilton Milford Prepared for the Nashua Regional Planning Comission (NRPC) by: Wallace Floyd Design Group Vanasse Hangen Brustlin, Inc.
More informationFairfax County Parkway Widening Fairfax County
Get Involved VDOT representatives will review and evaluate information received as a result of this meeting. Please fill out the comment sheet provided in this brochure if you have any comments or questions.
More informationSite Location and Setting
Memorandum Date: To: From: Subject: Kristy Le, Gary Black Steve Orem Santa Teresa County Park Historic Area Traffic and Parking Study Hexagon Transportation Consultants, Inc. has completed a traffic and
More informationNovember 21, 2012 Barbara Kelleher, (954)
November 21, 2012 Barbara Kelleher, (954) 777-4090 barbara.kelleher@dot.state.fl.us BROWARD COUNTY TRAFFIC IMPACT REPORT November 26 to November 30, 2012 FORT LAUDERDALE -- Construction and maintenance-related
More informationGreenwich Township, Warren County, New Jersey Credits and Acknowledgements
Greenwich Township, Warren County, New Jersey Credits and Acknowledgements Planning Board Doris Rayna, Chair James Adams, Vice Chair Deborah Pasquarelli, Mayor Steven Babula Helio Carvalho Dominick Esposito
More informationAGENDA ITEM 5 D WAKULLA ENVIRONMENTAL INSTITUTE (WEI) TRAIL FEASIBILITY STUDY
March 19, 2018 AGENDA ITEM 5 D WAKULLA ENVIRONMENTAL INSTITUTE (WEI) TRAIL FEASIBILITY STUDY TYPE OF ITEM: Action STATEMENT OF ISSUE The Wakulla Environmental Institute (WEI) Trail is one of several trails
More informationRoad Safety Audit Review State Route 245 (LM 2.13) Intersection of Southport Road Maury County Description of Project and Background This project invo
Road Safety Audit Review State Route 245 (LM 2.13) Intersection of Southport Road Description of Project and Background This project involves an area of concern at the intersection of State Route 245 (Campbellsville
More informationScore. Category. Access Aesthetics Community Resources
NO BUILD ALTERNATIVE The No Build Alternative is the do nothing option that is used for comparison to the build alternatives. The screening assumes no new facilities are constructed as part of the I-93
More informationFEASIBILITY CRITERIA
This chapter describes the methodology and criteria used to evaluate the feasibility of developing trails throughout the study areas. Land availability, habitat sensitivity, roadway crossings and on-street
More information1.0 Purpose and Organization of the Community Impact Assessment Addendum
Memorandum To: From: cc: Laura Prickett, Horizon Water and Environment Carie Montero, Senior Project Manager/Environmental Lead, Parsons Transportation Group Parag Mehta, Kimley Horn Date: September 24,
More informationUS Route 3 Corridor Study: Phase I. Town of Boscawen & City of Franklin, New Hampshire
US Route 3 Corridor Study: Phase I Town of Boscawen & City of Franklin, New Hampshire January 27, 2004 US Route 3 Corridor Study: Phase I, NH City of Franklin Franklin Plantation For the Town of Boscawen
More informationFinchley and Golders Green Area Committee 27 April 2017
Finchley and Golders Green Area Committee 27 April 2017 Title Report of Wards Status Urgent Key Enclosures Officer Contact Details Junction of Regents Park Road / Tillingbourne Gardens, N3 Commissioning
More informationInterstate 90 and Mercer Island Mobility Study APRIL Commissioned by. Prepared by
Interstate 90 and Mercer Island Mobility Study APRIL 2017 Commissioned by Prepared by Interstate 90 and Mercer Island Mobility Study Commissioned by: Sound Transit Prepared by: April 2017 Contents Section
More informationSAN FRANCISCO MUNICIPAL TRANSPORTATION AGENCY BOARD OF DIRECTORS. RESOLUTION No
SAN FRANCISCO MUNICIPAL TRANSPORTATION AGENCY BOARD OF DIRECTORS RESOLUTION No. 16-145 WHEREAS, The San Francisco Municipal Transportation Agency has proposed parking and traffic on San Bruno Avenue included
More informationGrove Field Airport Environmental Assessment
Grove Field Airport Environmental Assessment Advisory Committee Meeting #2 December 9, 2008 Port of Camas-Washougal Conference Room 6:00 7:30 PM Agenda: Welcome and Overview Dave Ripp, Director, Port of
More informationPedestrian Safety Review Spadina Avenue
STAFF REPORT ACTION REQUIRED Pedestrian Safety Review Spadina Avenue Date: October 13, 2015 To: Toronto and East York Community Council From: Director, Transportation Services, Toronto and East York District
More informationChapter 4.0 Alternatives Analysis
Chapter 4.0 Alternatives Analysis Chapter 1 accumulated the baseline of existing airport data, Chapter 2 presented the outlook for the future in terms of operational activity, Chapter 3 defined the facilities
More informationROUTE 122 CORRIDOR STUDY ---- Bedford County and Bedford City, Virginia
ROUTE 122 CORRIDOR STUDY ---- Bedford County and Bedford City, Virginia Developed by Region 2000 Regional Commission In cooperation with Bedford County, Virginia City of Bedford, Virginia Virginia Department
More informationTRAFFIC CONTROL DEVICES MANUAL FOR WORK ZONES
TRAFFIC CONTROL DEVICES MANUAL FOR WORK ZONES SUMMARY Work zone activities often create conditions on the travelled way that are hazardous particularly at night when the ability of motorists to see is
More informationTo: From: Plans showing the alignments of the routes discussed in this section are presented in Appendix A.
Project: Cambourne to Cambridge Better Bus Journeys To: CCC Subject: Considerations for Corridor Option Plans From: Atkins Date: 1 Sep 2016 cc: 1. Introduction This note summarises considerations undertaken
More informationROUTE 20 CORRIDOR STUDY ---- Orange County, Virginia
ROUTE 20 CORRIDOR STUDY ---- Orange County, Virginia Prepared by PARSONS Fairfax, Virginia on behalf of the: Rappahannock-Rapidan Regional Commission in cooperation with Orange County, Virginia Virginia
More informationChapter 2: Entire US287 Corridor
Chapter 2: Entire US287 Corridor The US287 Study Area spans four incorporated jurisdictions and two counties. Due to the length and density of infrastructure along the US287 Study Area, corridor-wide maps
More informationVDOT HOT SPOTS IN THE FREDERICKSBURG DISTRICT June 12 June 18, 2016
RELEASE: IMMEDIATE June 10, 2016 CONTACT: Kelly Hannon 540-374-3344 (office) 540-656-0321 (cell) Kelly.Hannon@VDOT.Virginia.Gov Tina Bundy 540-899-4560 (office) 540-907-8325 (cell) Tina.Bundy@VDOT.Virginia.Gov
More information1.2 Corridor History and Current Characteristics
SECTION 1 Description and Background of Study Area 1.1 Introduction This preliminary engineering report was prepared for the Alaska Department of Transportation and Public Facilities (ADOT&PF). It is part
More informationSUPPORT THE ROUTE 58 PPTA: A Good Investment in Virginia
Project Profile: SUPPORT THE ROUTE 58 PPTA: A Good Investment in Virginia In 1989, the General Assembly established the Route 58 Corridor Development Program to enhance economic development potential across
More informationFDOT Treasure Coast Traffic Impact Report March 25 through April 1, 2016
March 25, 2016 Chuck McGinness, 954-777-4302 chuck.mcginness@dot.state.fl.us FDOT Treasure Coast Traffic Impact Report March 25 through April 1, 2016 TREASURE COAST Construction and maintenance-related
More informationPublic Workshop Preliminary Plans Review. Projects PW 1605, 1701, & 1702
Queens Mirror Circle Pedestrian Safety Improvements Quail Pond Circle Complete Street/Pedestrian Connectivity Improvements Southcot Drive Bicycle/Pedestrian Improvements Public Workshop Preliminary Plans
More informationSection 3-04 Cross Sectional Elements TABLE OF CONTENTS. INTRODUCTION...3 General...3 Exhibit 1-Cross-Sectional Elements...3
Section 3-04 Cross Sectional Elements TABLE OF CONTENTS INTRODUCTION...3 General...3 Exhibit 1-Cross-Sectional Elements...3 CROSS-SECTIONAL ELEMENTS...3 Traveled Way...3 Shoulder...3 Surfacing Taper...3
More informationTYPICAL SECTION OF IMPROVEMENT
TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON 7.0658A NORTHBOUND I7 SOUTHBOUND I7 WHERE CLEARZONE IS UNATTAINABLE 8 8 OR END TREATMENT IS REQUIRED FOR BRIDGE APOACH, ADD.5 TO
More informationFDOT Treasure Coast Traffic Report through
FDOT Treasure Coast Traffic Report 02 26 16 through 03 04 16 Kathleen Dempsey Fri 2/26/2016 2:56 PM To:Kathleen Dempsey ; 1 attachment 355 KB CR 714_Median Access Modifications.pdf;
More informationParking Amendments - Bay Street, between Harbour Street and Queens Quay West (York Street, Bay Street, and Yonge Street Ramp Removal)
REPORT FOR ACTION between Harbour Street and Queens Quay West (York Street, Bay Street, and Yonge Street Ramp Removal) Date: October 26, 2017 To: Toronto and East York Community Council From: Acting Director,
More informationPublic Informational Meeting
Public Informational Meeting April 17, 2007 Bow-Concord I-93 I Transportation Planning Study Bow-Concord Interstate 93 Transportation Planning Study Context Sensitive Solutions Planning Steps Screen Alternatives
More informationRELEASE: IMMEDIATE September 14, 2012 CONTACT: Sandy Myers (office) STA (cell)
RELEASE: IMMEDIATE September 14, 2012 CONTACT: Sandy Myers 540-332-9201 (office) STA12-130 540-292-2500 (cell) Sandy.Myers@VDOT.Virginia.gov Marshall Barnhill 540-332-9264 (office) 540-414-5670 (cell)
More informationC. APPROACH FOR IDENTIFYING THE BEST ROUTES FOR THE NEEDED TRANSMISSION SYSTEM IMPROVEMENTS
C. APPROACH FOR IDENTIFYING THE BEST ROUTES FOR THE NEEDED TRANSMISSION SYSTEM IMPROVEMENTS CL&P s approach for identifying the best routes for the needed transmission system improvements included a determination
More informationFNORTHWEST ARKANSAS WESTERN BELTWAY FEASIBILITY STUDY
FNORTHWEST ARKANSAS WESTERN BELTWAY FEASIBILITY STUDY EXECUTIVE SUMMARY The 2030 Northwest Arkansas Regional Transportation Plan developed by the Northwest Arkansas Regional Planning Commission (NWARPC)
More information2006 WEEKDAY TRAFFIC PROFILE. June 15, 2007
June 15, 2007 Mr. Gary Stobb, P.E. Director of Planning/Operations Harris County Toll Road Authority 330 Meadowfern, Suite 200 Houston, TX 77067 Re: Westpark Tollway Value Pricing Analysis Dear Mr. Stobb:
More informationFDOT Treasure Coast Traffic Impact Report October 9 through October 16, 2015
From: Kathleen Dempsey To: Kathleen Dempsey Subject: FDOT Treasure Coast Traffic Report 10 09 15 through 10 16 15 Date: Friday, October 09, 2015 2:10:36 PM Attachments: image003.png CR 714_Median Construction
More informationFDOT Treasure Coast Traffic Impact Report June 19 through June 26, 2015
June 19, 2015 Chuck McGinness, 954-777-4302 chuck.mcginness@dot.state.fl.us FDOT Treasure Coast Traffic Impact Report June 19 through June 26, 2015 TREASURE COAST Construction and maintenance-related lane
More informationPURPOSE AND NEED (CONCURRENCE POINT 1) NEW CANADA ROAD PROJECT FROM STATE ROUTE 1 (U.S. HIGHWAY 70) TO U.S. INTERSTATE 40
PURPOSE AND NEED (CONCURRENCE POINT 1) NEW CANADA ROAD PROJECT FROM STATE ROUTE 1 (U.S. HIGHWAY 70) TO U.S. INTERSTATE 40 Project Description The primary purpose of this project is to improve the major
More informationAttachment No. 20 RRLRT No. 1. Committee. Busway Grade Crossings STATUS/DATE OF ACTION
Attachment No. 20 RRLRT No. 1 TECHNICAL COMMITTEE: Railroad / Light Rail Transit Technical Committee TOPIC: Busway Grade Crossings STATUS/DATE OF ACTION RRLRT TC Draft: 06/23/2011 RRLRT TC Approval: 06/27/2014
More informationApril 4, 2014 Chuck McGinness, FDOT TREASURE COAST TRAFFIC REPORT April 4 through April 11, 2014
April 4, 2014 Chuck McGinness, 954-777-4090 Chuck.McGinness@dot.state.fl.us FDOT TREASURE COAST TRAFFIC REPORT April 4 through April 11, 2014 TREASURE COAST Construction and maintenance-related lane closures
More informationEngagement Summary Report. Trans-Canada Highway 1 RW Bruhn Bridge Replacement Project. Community Engagement November 15, 2016 to January 15, 2017
Trans-Canada Highway 1 RW Bruhn Bridge Replacement Project Community Engagement November 15, 2016 to January 15, 2017 Engagement Summary Report February 2017 Prepared by Kirk & Co. Consulting Ltd. Trans-Canada
More informationRELEASE: IMMEDIATE Oct. 6, 2017 CONTACT: Darragh Copley Frye (office) (cell)
RELEASE: IMMEDIATE Oct. 6, 2017 CONTACT: Darragh Copley Frye 540-899-4019 (office) 540-907-8409 (cell) Darragh.Frye@VDOT.Virginia.Gov VDOT HOT SPOTS IN THE FREDERICKSBURG DISTRICT October 8 October 14,
More informationImportant Lane Closures, April 3 9, 2011
March 31, 2011 CONTACT: Marcia McAllister T: 703 572 0506 C: 571 730 9117 marcia.mcallister@dullesmetro.com Important Lane Closures, April 3 9, 2011 RESCHEDULED: Lane Shifts of Westbound Route 7 at Route
More informationGuide for Permits Development adjacent to Provincial Highways
Guide for Permits Development adjacent to Provincial Highways Engineering & Operations Division Highway Planning and Design Branch January 2019 TABLE OF CONTENTS 1 Introduction... 1 1.1 The Traffic and
More informationCHAPTER FOUR AIRPORT ALTERNATIVES
4.0 INTRODUCTION CHAPTER FOUR The goal of the master planning process is to provide the City of New Smyrna Beach with an assessment of the adequacy and capabilities of the Airport as well as to identify
More informationCHAPTER 4: ALTERNATIVES
MSP Long Term Comprehensive Plan Update Metropolitan Airports Commission 4.1 INTRODUCTION CHAPTER 4: ALTERNATIVES Several alternatives were developed and evaluated based on their capability to meet the
More informationExit 148 (Quantico) to Exit 133 (Route 17/Fredericksburg)
RELEASE: IMMEDIATE March 1, 2019 CONTACT: Darragh Frye 540-907-8409 (mobile) VDOT HOT SPOTS IN THE FREDERICKSBURG DISTRICT March 3 March 9, 2019 All work is scheduled weather permitting. Real-time information
More informationAGENDA ITEM I-6 Public Works
AGENDA ITEM I-6 Public Works STAFF REPORT City Council Meeting Date: 8/6/2018 Staff Report Number: 18-150-CC Informational Item: Update on the Willow Road and highway 101 interchange construction, upcoming
More informationFrequently Asked Questions on the Route 29 Solutions Improvements Projects
Frequently Asked Questions on the Route 29 Solutions Improvements Projects Background What are the Route 29 Solutions improvement projects? These projects include the Route 29/250 Interchange ( Best Buy
More informationStrategic Signal Timing Changes = BIG Results. Barbara Jones, PE, PTOE DGL Consulting Engineers, LLC Senior Traffic Engineer
Strategic Signal Timing Changes = BIG Results Barbara Jones, PE, PTOE DGL Consulting Engineers, LLC Senior Traffic Engineer Pre Signal Timing Updates Signal Timing Updates Average Retiming Interval Percent
More informationHudson Highlands Fjord Trail Draft Master Plan. April 29, 2015
Hudson Highlands Fjord Trail Draft Master Plan April 29, 2015 Agenda Route Overview Proposed Segment Results of Community Survey on that Segment Next Steps Municipal Endorsement Environmental Review Implementation
More informationA VISION FOR I-95. January 12, Delaware Department of Transportation
A VISION FOR I-95 January 12, 2011 Delaware Department of Transportation The East Coast s Main Street Along with SR 1, the most significant highway in Delaware 29 miles to I ".', 2 Sponsoring / Cooperating
More informationCHAPTER FOUR: TRANSPORTATION
CHAPTER FOUR: TRANSPORTATION Barron County Comprehensive Plan: Transportation Page 61 Background Transportation facilities have a significant influence on land use, development and quality of life for
More informationMONTGOMERY COUNTY PLANNING DEPARTMENT THE MARYLAND-NATIONAL CAPITAL PARK AND PLANNING COMMISSION
MONTGOMERY COUNTY PLANNING DEPARTMENT THE MARYLAND-NATIONAL CAPITAL PARK AND PLANNING COMMISSION MCPB Item No. Date: 6/23/2016 Lucy V. Barnsley Elementary School Addition, Mandatory Referral MR2016027
More informationFHWA P/N Guidelines. Corridor Relationship. Highway 22 Segment 1 - US 169 to CSAH 2 Relevance / Documentation of Need
Highway 22 Segment 1 - US 169 to CSAH 2 Vehicle Mobility Congestion Intersection Congestion Existing Conditions - Based on Highway Capacity Manual methodology, corridor level of service is currently LOS
More informationMay 1, 2015 Meredith Cruz, (561) Palm Beach County Traffic Report May 1 through May 8, 2015
May 1, 2015 Meredith Cruz, (561) 641-6440 mcruz@corradino.com Palm Beach County Traffic Report May 1 through May 8, 2015 Palm Beach County Palm Beach County traffic will be affected this week by ongoing
More information5.7 Local road upgrades
5.7 Local road upgrades Local roads around the St Peters interchange and the intersection of Campbell Road and Euston Road would be upgraded to ensure safe and efficient connections with the New M5, and
More informationRoute 141 and I-44 Design-Build Project Community Involvement Group. March 21, 2016
Route 141 and I-44 Design-Build Project Community Involvement Group March 21, 2016 Purpose of CIG 1. Share information with major stakeholders 2. Keep stakeholders informed of the process 3. Reduce uncertainty
More informationNon-Motorized Transportation
Non-Motorized Transportation Non-motorized facilities are important components to the transportation system. They provide an environmentally-friendly, low-cost mode of travel. Some of the facilities can
More informationQuiet Zone Evaluation for Huron, Ohio
Quiet Zone Evaluation for Huron, Ohio 9601 Camp Bowie West Fort Worth, TX 76116 +1 817 886 8210 (T) www.ctcinc.com Quiet Zone Evaluation City of Huron, OH Final Report August 2015 Introduction The City
More informationPalm Beach County Traffic Report July 13 through July 20, 2012
For Immediate Release July 13, 2012 Meredith Cruz, (561) 641-6440 mcruz@corradino.com Palm Beach County Traffic Report July 13 through July 20, 2012 Palm Beach County Palm Beach County traffic will be
More informationVDOT HOT SPOTS IN THE FREDERICKSBURG DISTRICT
RELEASE: IMMEDIATE Aug. 10, 2018 CONTACT: Darragh Frye 540 899 4119 (office) 540 907 8409 (cell) Darragh.Frye@VDOT.Virginia.gov VDOT HOT SPOTS IN THE FREDERICKSBURG DISTRICT August 12 August 18, 2018 All
More informationNORTHEAST CARLTON COUNTY BICYCLE ROUTE PLAN
NORTHEAST CARLTON COUNTY BICYCLE ROUTE PLAN 5/31/2014 and St. Louis River Trail Plan Update Produced by the Arrowhead Regional Development Commission (ARDC) in Partnership with the State Health Improvement
More informationSecond Avenue: Union Street to Lenora Street, Condominium Owners c/o Michael McQuaid 1521 Second Avenue Seattle, WA 98101
Second Avenue: Union Street to Lenora Street, Condominium Owners c/o Michael McQuaid 1521 Second Avenue Seattle, WA 98101 Subject: New Development - Cumulative Downtown Alley Traffic Congestion and Safety
More informationSpringettsbury Township. Road Improvement Projects
Springettsbury Township Road Improvement Projects 2009 2016 2016 Township Road Improvement Projects Springettsbury Township is divided into the following 4 Sectors: Northwest Sector Sherman Street Route
More informationAirport Planning Area
PLANNING AREA POLICIES l AIRPORT Airport Planning Area LOCATION AND CONTEXT The Airport Planning Area ( Airport area ) is a key part of Boise s economy and transportation network; it features a multi-purpose
More information# 7. Date of Meeting: September 2, 2015 BOARD OF SUPERVISORS BUSINESS MEETING ACTION ITEM SUBJECT:
BOARD OF SUPERVISORS BUSINESS MEETING ACTION ITEM Date of Meeting: September 2, 2015 # 7 SUBJECT: ELECTION DISTRICT: CRITICAL ACTION DATE: STAFF CONTACTS: Traffic Congestion and Safety Improvements at
More informationTRAFFIC ALERT FOR JANUARY 15-19, 2018 Highway Work Zones in the Staunton District
RELEASE: IMMEDIATE January 11, 2018 CONTACT: Sandy Myers 540-332-9201 (office) STA18-007 540-292-2500 (cell) Sandy.Myers@VDOT.virginia.gov Ken Slack 540-332-9264 (office) 540-414-5670 (cell) Ken.Slack@VDOT.virginia.gov
More informationMajor Scheme Business Case Summary Report for Programme Entry
Paper A Heart of South West Local Transport Board Major Scheme Business Case Summary Report for Programme Entry M5 Junction 25, Taunton July 2016 1 SCHEME SUMMARY Scheme Name M5 Junction 25, Taunton Date
More informationLANDER COUNTY RAIL ASSESSMENT NOVEMBER 2006
of hydrologic features. A substantial proportion of the land between and north of the railroad tracks contain wetlands, as identified by the US Fish and Wildlife Service National Wetlands Inventory (NWI).
More informationAt the time, the portion of the line through Eagle County remains wholly under the ownership of Union Pacific Railroad (UP).
Chapter 5 The Railroad Corridor as a Trail Corridor The intent of this chapter is to identify how the rail corridor, if available for lease or purchase in all or part, could be incorporated into the core
More informationSAN FRANCISCO MUNICIPAL TRANSPORTATION AGENCY
THIS PRINT COVERS CALENDAR ITEM NO.: 10.2 DIVISION: Sustainable Streets BRIEF DESCRIPTION: SAN FRANCISCO MUNICIPAL TRANSPORTATION AGENCY Approving various routine parking and traffic modifications. SUMMARY:
More informationAviation, Rail, & Trucking 6-1
6-1 This chapter describes the services, facilities, and condition of air, rail, and trucking as components of the transportation system. These three intermodal areas have an impact on the factors to be
More informationGlasgow Street Traffic Review
Glasgow Street Traffic Review Recommendation That the Standing Policy Committee on Transportation recommend to City Council: 1. That the Administration proceed with removing the pinch points installed
More information