East Main Street Bypass Project Preliminary Design Report
|
|
- Sabrina Greene
- 5 years ago
- Views:
Transcription
1 East Main Street Bypass Project Preliminary Design Report City of Klamath Falls June 2004 Consultant Team Kittelson & Associates, Inc. Zbinden Carter Engineering, Inc. Shapiro & Associates, Inc. Right-Of-Way Associates, inc. Rhine Surveying KITTELSON & ASSOCIATES, INC. TRANSPORTATION PLANNING/ ENGINEERING
2 June 2004 Page 1 Residents, businesses, and property owners will benefit from a plan to ease traffic congestion and improve safety through the development of a bypass for East Main Street, between South Sixth Street and Washburn Way, in Klamath Falls, Oregon. The East Main Street Bypass Project was conceived as part of the 1997 Klamath Falls Transportation System Plan, and recently gained funding through the 2002 Oregon Transportation Investment Act (OTIA). The purpose of this project is to provide planning level traffic and engineering analyses that will lead to the design and construction of seven key improvement subprojects that comprise the East Main Street Project. Figure 1 highlights the seven subprojects. Subproject #1: The construction of the new bypass for East Main Street between East Main Street/South Sixth Street to the Washburn Way/Crosby Avenue intersections with all the necessary support utilities for development. Subproject #2: The implementation of access management on Washburn Way and South Sixth Street in the vicinity of the South Sixth Street/Washburn Way intersection to stop or control turning movements across traffic into various commercial businesses. Subproject #3: The construction of a dedicated right-turn lane from eastbound South Sixth Street onto southbound Washburn Way. Subproject #4: Modifications to the East Main Street/South Sixth Street intersection to ensure proper and safe turning movement onto the new bypass road. Subproject #5: Modification of Klamath County s Crosby Avenue and Maywood Drive aligning these existing roads with the new bypass road and provide sufficient capacity for turning movements. Subproject #6: The installation of a pedestrian/bicycle signal on Washburn Way where the State s OC&E bike trail crosses this busy corridor. Subproject #7: Rehabilitation of the South Sixth Street road surface from Broad Street to Austin Street, including the bridge deck on the South Sixth Street overpass. SUMMARY OF PROJECT PROCESS The existing condition evaluation included preliminary engineering reports (i.e. geotechnical investigation, stormwater drainage analysis, South Sixth Street rehabilitation, potable water and sanitary sewer analysis, and private utilities investigation), as well as the environmental and cultural investigations (i.e. wetland delineation investigation, biological assessment, and archaeological [cultural] resources investigation). In addition, the project addressed traffic analysis, alternative development, pre-design level evaluation of the owner s preferred alternative and cost estimate development.
3
4 June 2004 Page 3 A conceptual alignment of the bypass was established first to determine the extent of the survey through the undeveloped South Suburban Sanitary District (SSSD) property. Concurrent with the survey, traffic counts were conducted and locations of utilities confirmed with as-built information obtained from the respective government agencies. The transportation operation analysis of the seven associated improvement subprojects was conducted to identify the necessary extent and cost of these improvements. The conceptual layouts of the proposed improvements determined the extent of the potential right-of-way dedications. Concurrently, the geotechnical, wetland delineation, biological assessment, and archaeological (cultural) investigations were being conducted. The preliminary proposed improvements were presented to the City of Klamath Falls and the public throughout the duration of the project. Two public meetings were held and stakeholder interviews were conducted with the property owners potentially impacted by the proposed road improvements. The agencies and the public provided input which lead to the selection of the preferred improvements. The property acquisition evaluation and design of the different engineering utilities were completed for the preferred improvements. Next, the permitting processes necessary for the construction of the road improvements were determined and summarized. Finally, planning level cost estimates were prepared in such a way that the road improvements could be implemented as a series of different projects (phased implementation), and as funding is made available. SUMMARY OF PRELIMINARY ENGINEERING STUDIES/REPORTS Geotechnical Investigation The geotechnical investigation addressed design and construction issues involved with the extension of East Main Street through South Suburban Sanitary District property to connect with Crosby Avenue (Subproject #1). The remainder of the subprojects involved access management modifications and intersection improvements to existing public facilities and typically do not involve subsurface work below 18 of depth. The subsurface soils encountered at the project site are generally favorable for roadbed embankment construction using conventional methods. However, subgrade stabilization improvements involving excavation, geotextile stabilization, and the placement of imported fill will be required. (For more details please refer to Technical Memorandum #1.) Stormwater Drainage Analysis A planning level assessment of the storm sewer systems was conducted that would service new commercial and industrial development along the proposed East Main Street Bypass. The assessment identified existing storm sewer system locations that serve as tributaries to the development. In addition, conceptual recommendations have been developed to improve existing and assist in creating new storm collection systems along the proposed improvement and surrounding area. (For more details please refer to Technical Memorandum #5.)
5 June 2004 Page 4 South Sixth Street Pavement Rehabilitation Due to the magnitude of the proposed improvements to the East Main Street and Washburn Way intersections with South Sixth Street, it would seem impractical to perform intersection improvements without addressing the sub-standard pavement sections between the intersections. The last time this pavement was improved was in 1996, and at present, the wearing surface on South Sixth Street suffers from various classifications of pavement damage, including severe rutting and random cracking. Upon examination of the existing field conditions, it is apparent that the pavement damage is primarily the result of inferior pavement mix and not necessarily related to base failure. This suggests that the base and subgrade are fairly stable even though they are relatively thin. Mill and fill techniques, rather than pavement section removal and replacement, can be considered as a pavement rehabilitation option. (For more details please refer to Technical Memorandum #6.) Potable Water and Sanitary Sewer Analysis A planning level assessment was conducted of the potable water and sanitary sewer systems that would service new commercial and industrial development within the proposed East Main Street Bypass corridor. The assessment identified existing potable water and sanitary sewer system locations and provided conceptual recommendations for the extension of these services along the proposed improvement. (For more details please refer to Technical Memorandum #7.) Private Utilities Investigation A planning level assessment of the locations and availability of private utility services has been performed for the proposed commercial and industrial development within the East Main Street Bypass Project limits. Private utilities researched include electrical power, natural gas, cable, and telephone. (For more details please refer to Technical Memorandum #8.) SUMMARY OF ENVIROMENTAL AND CULTURAL INVESTIGATIONS Wetland Delineation Investigation The area investigated for wetland delineation is currently undeveloped land to the north of the South Suburban Sanitary District sewage treatment ponds. The investigation of soils, hydrology, and vegetation indicates that approximately 3.15 acres of the site have characteristics consistent with jurisdictional wetlands. The identified features are wetlands because previous excavation (combined area of ditches is approximately 1.04 acres) has resulted in the water table being closer to the major root zone of the vegetation. None of the ditches has a free and open connection to any nearby lake. No significant concerns have been identified during this investigation. It is recommended that that the U.S. Army Corps of Engineers (Corps) and Oregon Department of State Lands (formerly Division of State Lands) be consulted and/or a permit application be submitted before any ground activity is conducted within the wetland areas of the project site. (For more details please refer to Technical Memorandum #2.)
6 June 2004 Page 5 Biological Assessment for Endangered Species Act (ESA) Compliance The listed species that are anticipated in the project area are Applegate s Milkvetch (Astragalus appelgatei), listed endangered, bald eagle (Haliaeetus leucocephalus), listed threatened; Shortnose sucker (Chamistes brevirostris), listed endangered; and Lost River sucker (Deltistes luxatus), listed endangered. At this time, the determinations of effect are: May Affect, Not Likely to Adversely Affect: Bald Eagle and Applegate s Milkvetch; and No Effect: Lost River and Shortnose suckers. A Biological Assessment must also address possible future effects of an action, such as development of an area because it is now accessible by a new road (indirect effects), and interdependent or interrelated activities that occur only because they are a necessary part of the project. The analysis of these effects may lead to a May Affect, Likely to Adversely Affect determination for Applegate s Milkvetch. (For more details please refer to Technical Memorandum #3.) Archaeological (Cultural) Resources Investigation No cultural materials were observed during monitoring or subsurface archaeological investigation of the area. The finding is that intact, potentially significant archaeological resources are unlikely to be located within the areas that would be physically impacted by the construction of the new East Main Street Bypass. It is recommended that no additional archaeological investigation is necessary for the construction site. In the unlikely event that archaeological material is encountered during construction, an archaeologist should immediately be notified and work will be halted in the vicinity of the finds until they can be inspected and assessed. (For more details please refer to Technical Memorandum #12.) SUMMARY OF TRANSPORTATION AND FUNCTIONAL DESIGN ANALYSIS Existing Traffic Conditions Analysis This analysis addressed the existing transportation operations, identified near-term deficiencies within the study area and summarized the necessary mitigation improvements to address these deficiencies. The South Sixth Street/Washburn Way intersection, as well as the driveways to businesses in the vicinity of this intersection, currently operates unacceptably. The remainder of the study intersections operates within operational thresholds under existing conditions, but will require improvement in the near future. Field observations recorded low pedestrian and bicycle activities in the vicinity of the OC&E trail crossing on Washburn Way. A gap study shows that there are an insufficient number of adequate gaps to cross Washburn Way at the crossing although a pedestrian/bicycle signal would not be warranted. (For more details please refer to Technical Memorandum #9A.) Future 2023 Traffic Conditions Analysis This analysis forecasts the future year 2023 traffic conditions, identifies necessary long-term geometric and traffic control improvements, and develops an implementation plan to maintain safe and efficient operation within the study area and along the East Main Street bypass alignment. In addition, the memorandum also addresses the impact of the potential development of the South Suburban Sanitary District (SSSD) property on the transportation system. All study
7 June 2004 Page 6 intersections are expected to operate above the required operational thresholds. For the transportation system to operate acceptably, it is recommended that the capacity improvements outlined in Table 1 be implemented by the Year Table 1 Proposed Road Capacity Improvements Intersection/Road Segment Proposed Improvement Add eastbound and westbound left-turn lanes with protected phasing. South Sixth Street/East Main Street Add southbound left-turn lane with protected phasing. Add dual northbound left-turn lanes with protected phasing. Add eastbound right-turn lane and run as overlap phase. Change north/south split phasing to protected left-turn phasing. South Sixth Street/Washburn Way Re-stripe southbound approach to accommodate left, through, and shared through/right lanes. Widen the northbound approach to accommodate dual left-turn, two through and right-turn lanes. Run northbound right-turn as overlap phase. Lengthen (and standardize) eastbound right-turn lane and run as overlap phase. South Sixth Street/Avalon Street Crosby Avenue/Washburn Way Add eastbound right-turn lane with permissive phasing. Change north/south permissive phasing to protected left-turn phasing. Add dual northbound left-turn lanes with protected phasing. This would require two receiving lanes along the bypass. Add east- and westbound left-turn lanes with permissive phasing. Add eastbound right-turn lane and run as overlap phase. Change side street approaches to left-turn and shared through/right turn lanes. East Main Street Bypass/ Maywood Street Widen westbound approach to accommodate left, through, and through/right turn lanes Provide left-turn and shared through/right-turn lanes along eastbound approach. South Sixth Street Washburn Way Access management investigation will address operation of driveways along South Sixth Street. Access management investigation will address operation of driveways along Washburn Way. Construct three lane cross section. East Main Street Bypass Intersection geometry for future access to SSSD property (in conjunction with access management) needs to be evaluated during their land use application The results of this memorandum formed the basis for developing the preferred functional layouts. (For more details please refer to Technical Memorandum #9B.)
8 June 2004 Page 7 Functional Design Analysis This task developed functional layouts for each of the subprojects within the East Main Street Bypass project as shown in Figure 1. The functional design considered the classification of the facilities, the City s standards, and public input gathered during the public meetings and stakeholder interviews. The proposed improvement for each of the seven subprojects is briefly discussed below. (For more details please refer to Technical Memorandum #10.) Subproject #1 - East Main Street Bypass The East Main Street Bypass is designed as the continuation of East Main Street south of South Sixth Street and Crosby Avenue west of Washburn Way. The proposed alignment joins the two tangents with a large radius curve as shown in Figure 2. Subprojects #2 and #6 - Access Management along Washburn Way, and Installation of Pedestrian/ Bicycle Signal at OC&E Trail crossing on Washburn Way In the future, several driveways are expected to experience relatively long delays, and there will be insufficient capacity along South Sixth Street and Washburn Way to accommodate minor street movements. In addition, pedestrian and bicycle movements at the OC&E Trail crossing on Washburn Way will have an insufficient number of adequate gaps to cross Washburn Way. Several access alternatives were discussed with the property owners located in the vicinity of the South Sixth Street/Washburn Way intersection. An internal access road system was developed to serve all the property owners in the southwest quadrant of this intersection. Traffic flow between and through these parking areas would be rerouted to the internal access road system and allow for vehicles to enter and exit the businesses via the two proposed new signalized intersections on Washburn Way and South Sixth Street. Washburn Way, south of South Sixth Street, will have a raised median. This raised median will extend from the South Sixth Street/Washburn Way intersection to the new combined Burger King/Safeway Store driveway. At this driveway intersection, the driveways will be restricted to a left-in/right-in/right-out access only. Due to the limited access, vehicles will divert to the proposed signalized access at the OC&E trail crossing on Washburn Way to access local businesses. This signal would serve two purposes: the first would be to allow for easier access to the businesses in the southwest and southeast quadrants of the South Sixth Street/Washburn Way intersection; and the second would be to allow for patrons on the OC&E Trail to cross Washburn Way safely and easily. The second proposed traffic signal will be located at the South Sixth Street/Lark Street intersection. This traffic signal would also be utilized as another controlled access for the businesses in the southwest quadrant of the South Sixth Street/Washburn Way intersection. In addition, the South Sixth Street/Avalon Street intersection will be improved by adding an eastbound right-turn lane. The signal will be modified to accommodate the relocation of the signal pole due to the addition of the right-turn lane, as well as changing the existing permissive north-south phasing to protected left-turn phasing.
9 East Main Street Bypass Project June 2004 N (1" = 300') EAST MAIN ST SHASTA WAY SOUTH 6TH STREET SIGNAL (UNCHANGED) NEW INSTALLED OC & E TRAIL NEW INSTALLED PROPOSED BYPASS MAYWOOD STREET WASHBURN WAY CROSBY AVENUE SUBPROJECT #1: PROPOSED EAST MAIN STREET BYPASS ALIGNMENT KLAMATH FALLS, OREGON 2 FIGURE H:\PROJFILE\DWGS\FDA MEMO\FIGS08-12,14,16,18.dwg KITTELSON & ASSOCIATES, INC.
10 June 2004 Page 9 Although there are some impacts to properties, there is potential accessibility and timesaving gains due to signalized access and optimized internal flow of traffic. The preferred functional plan for this area is shown in Figure 3. Subproject #3 - Modification of East Main Street/South Sixth Street intersection The implementation of the bypass requires adding turn lanes at the East Main Street/South Sixth Street intersection. Intersection improvements are shown in Figure 4. To avoid impacts to an existing building in the southwest corner of the intersection lane widths were reduced and widening of South Sixth Street will be focused to the north. Subproject #4 - Lengthening of Eastbound Right-Turn at South Sixth Street/Washburn Way intersection Mitigation measures at this intersection include: lengthening (standardizing) the eastbound rightturn lane, changing the north-south phasing (split phase to protected left-turn) and modifying the lane configuration, including widening Washburn Way. Figure 5 shows the proposed intersection geometry. As part of this subproject, a 12-foot wide and 200-foot long eastbound right-turn lane was included in the design. It is proposed to re-stripe the westbound lanes along the east leg of the intersection to accommodate two 14-foot left-turn lanes, a 12-foot inside through lane and a 14-foot shared outside through/right-turn lane. In addition, the crosswalk at the south leg of the intersection is moved further south. Together, these re-striping mitigations would improve the operation of the westbound left-turn lanes. Subproject #5 - Aligning Crosby Avenue/Maywood Street intersection with Bypass This intersection is located approximately 600 feet west of Washburn Way on the future bypass and is shown in Figure 6. The westbound approach will have a left-turn, through, and a shared through right-turn lanes. The two through lanes will merge into one lane approximately 350 feet west of the intersection and match the typical cross-section for the East Main Street Bypass. These two westbound through lanes are fed by the dual northbound left-turn at the Washburn Way/Crosby Avenue intersection. To accommodate an additional left-turn lane, Washburn Way will be widened to the west. Due to the closely spaced intersections along Crosby Avenue, it is proposed that all the existing driveways along both sides between Washburn Way and Maywood Street be combined into one single unsignalized intersection. All property owners found such an arrangement acceptable. Subproject #7 - Rehabilitation of South Sixth Street This subproject involves the rehabilitation of South Sixth Street between Broad Street and Austin Street. Two road sections of South Sixth Street will be addressed by Subproject #3 (Owen Street to Martin Street) and Subproject #4 (Western Rite-Aid Driveway to Avalon Street) where additional road widening will occur. The section between Martin Street and the western driveway of Rite-Aid will be rehabilitated and re-striped to accommodate a five-lane cross section without additional widening. The remainder of South Sixth Street will include rehabilitation of the pavement with the new striping matching the existing striping layout. Figure 7 illustrated the geometry of the South Sixth Street corridor between Owen Street and Avalon Street.
11 East Main Street Bypass Project June 2004 LARK ST N SOUTH 6TH ST (1" = 100') NEW INSTALLED WASHBURN WAY OC & E TRAIL NEW INSTALLED SUBPROJECT #2: PROPOSED ACCESS MANAGEMENT IN THE VICINITY OF THE SOUTH SIXTH STREET/WASHBURN WAY INTERSECTION KLAMATH FALLS, OREGON 3 FIGURE H:\PROJFILE\DWGS\FDA MEMO\FIGS08-12,14,16,18.dwg KITTELSON & ASSOCIATES, INC.
12 East Main Street Bypass Project June 2004 N (1" = 100') RADCLIFFE AVE OWENS ST SOUTH 6TH STREET UNION AVE EAST MAIN ST SHASTA WAY SUBPROJECT #3: PROPOSED ROAD IMPROVEMENTS IN THE VICINITY OF SOUTH 6TH STREET / SHASTA WAY / EAST MAIN STREET INTERSECTIONS KLAMATH FALLS, OREGON 4 FIGURE H:\PROJFILE\DWGS\FDA MEMO\FIGS08-12,14,16,18.dwg KITTELSON & ASSOCIATES, INC.
13 East Main Street Bypass Project June 2004 N (1" = 100') SOUTH 6TH ST WASHBURN WAY PERSHING WAY SUBPROJECT #4: PROPOSED ROAD IMPROVEMENTS IN THE VICINITY OF WASHBURN WAY / SOUTH 6TH STREET INTERSECTION KLAMATH FALLS, OREGON 5 FIGURE H:\PROJFILE\DWGS\FDA MEMO\FIGS08-12,14,16,18.dwg KITTELSON & ASSOCIATES, INC.
14 East Main Street Bypass Project June 2004 N (1" = 100') PROPOSED BYPASS MAYWOOD STREET CROSBY AVENUE WASHBURN WAY SUBPROJECT #5: PROPOSED ROAD IMPROVEMENTS IN THE VICINITY OF WASHBURN WAY / CROSBY AVENUE INTERSECTION KLAMATH FALLS, OREGON 6 FIGURE H:\PROJFILE\DWGS\FDA MEMO\FIGS08-12,14,16,18.dwg KITTELSON & ASSOCIATES, INC.
15 East Main Street Bypass Project June 2004 N (1" = 250') OWENS ST EAST MAIN ST SHASTA WAY SOUTH 6TH ST SIGNAL (UNCHANGED) LARK ST PERSHING WAY PROPOSED BYPASS NEW INSTALLED OC & E TRAIL WASHBURN WAY AVALON ST FIGURE SUBPROJECT #7: REHABILITATION ALONG SOUTH SIXTH STREET KLAMATH FALLS, OREGON 7 H:\PROJFILE\DWGS\FDA MEMO\FIGS08-12,14,16,18.dwg KITTELSON & ASSOCIATES, INC.
16 June 2004 Page 15 SUMMARY OF PERMITTING REQUIREMENTS Figure 8 shows an overview flow diagram illustrating the anticipated schedule for preparing the necessary documents and submitting those to U.S. Army Corps of Engineers (Corps), State Historic Office (SHPO) and Oregon Department of State Lands (formerly Division of State Lands) for their review and approval. All the required permits will be issues by these associations. (For more details please refer to Technical Memorandum #4.) SUMMARY OF PLANNING LEVEL COST ESTIMATES The conceptual cost estimates are broken into construction costs, professional fees, and property acquisition costs. In addition, the construction cost was separated between work within public right-of-way (public facilities) and work on private properties (on-site modifications). The affected properties were inspected and photographed. Cost estimates associated with these impacts include appraisal fees, estimate the cost of the land and improvements for the right of way, the cost of purchasing the "whole take", which will trigger relocation, and the estimated relocation benefits for the displacee. (For more details please refer to Technical Memorandum #11.) Due to the available funding and the immediate requirement of improvements along the existing facilities, it was suggested to divide the entire project into two packages. The first package focuses on South Sixth Street and Washburn Way (existing facilities), while the second package addresses the new East Main Street Bypass between South Sixth Street and Washburn Way. Project Package #1 Project Package #1 includes the following road improvements, and required right-of-way acquisition listed below. All the required right-of-way associated with the entire project (all seven subprojects). Roadway improvements associated with Subprojects #2 and #6. (This addresses the access management along Washburn Way and South Sixth Street in the vicinity of the South Sixth Street/Washburn Way intersection, while incorporating the installation of pedestrian/bicycle signal at OC&E Woods Line State Trail crossing at Washburn Way, as well as the signal modification at the South Sixth Street/Avalon Street intersection.) Road improvements associated with Subproject #3A (This includes only the improvements along South Sixth Street and East Main Street north of South Sixth Street in the vicinity of the East Main Street/South Sixth Street intersection. No improvement is anticipated south of the southern right-of-way line of South Sixth Street.) Road improvements associated with Subproject #4. (This improvement lengthens the eastbound right-turn lane at the South Sixth Street/Washburn Way intersection.) Road improvements associated with Subproject #7 (This rehabilitation along South Sixth Street stretched from Broad Street to Austin Street.
17 East Main Street Bypass Project June 2004 FIGURE OVERVIEW PERMITTING FLOW DIAGRAM KLAMATH FALLS, OREGON 8 H:\PROJFILE\DWGS\FDA MEMO\FIGS08-12,14,16,18.dwg KITTELSON & ASSOCIATES, INC.
18 June 2004 Page 17 Table 2 summarizes the cost estimates associated with Project Package #1. Table 2 Estimated Project Cost for Project Package #1 Description Cost Construction Cost Public Facilities On-site Modifications $5,358,000 $1,072,000 Professional Fees $678,000 Property Acquisition Cost $799,000 1 Total Estimated Project Cost for Project Package #1 $7,907, This amount includes all right-of-way costs and the costs associated with the common access easement agreements. Project Package #2 Project Package #2 includes the road improvements listed below: Road improvements associated with Subproject #1 (This includes the improvements for the East Main Street Bypass between Shasta Way and Maywood Street.) Road improvements associated with Subproject #3B (This includes the improvements south of South Sixth Street along East Main Street, Owen Street, and Shasta Way.) Road improvements associated with Subproject #5. (This improvement addresses the alignment of Crosby Avenue/Maywood Street intersection with the bypass, as well as the improvements required at the Washburn Way/Crosby Avenue intersection.) Table 3 summarizes the cost estimates associated with Project Package #2. Table 3 Estimated Project Cost for Project Package #2 Description Cost Construction Cost Public Facilities On-site Modifications $4,398,000 1 $95,000 Professional Fees $540,000 Property Acquisition Cost $0 Total Estimated Project Cost for Project Package #2 $5,033, This amount excludes the construction costs associated with the water main extension ($304,500) and sanitary sewer sleeves ($16,800).
19 June 2004 Page 18 CONCLUSION Should the City plan to move forward with the findings of this preliminary design report, the project results would form the foundation for the final design phase for both identified project packages.
Shockoe Bottom Preliminary Traffic and Parking Analysis
Shockoe Bottom Preliminary Traffic and Parking Analysis Richmond, Virginia August 14, 2013 Prepared For City of Richmond Department of Public Works Prepared By 1001 Boulders Pkwy Suite 300, Richmond, VA
More informationGlenn Avenue Corridor Traffic Operational Evaluation
Glenn Avenue Corridor Traffic Operational Evaluation PREPARED FOR: THE CITY OF AUBURN PREPARED BY: DECEMBER 2007 Glenn Avenue Corridor Study--Auburn, Alabama TABLE OF CONTENTS Introduction... 1 Background
More informationDonahue Drive Corridor Traffic Operational Evaluation
Donahue Drive Corridor Traffic Operational Evaluation PREPARED FOR: THE CITY OF AUBURN PREPARED BY: JANUARY 2007 Donahue Drive Corridor Study--Auburn, Alabama TABLE OF CONTENTS Introduction... 1 Background
More informationReadington Road (C.R. 637) Construction
Public Information Meeting Thursday, August 2, 2012 Readington Road (C.R. 637) Construction from Dreahook Road to Harlan School Road Branchburg Township, Somerset County Readington Township, Hunterdon
More informationEvaluation of M-99 (Broad Street) Road Diet and Intersection Operational Investigation
Evaluation of M-99 (Broad Street) Road Diet and Intersection Operational Investigation City of Hillsdale, Hillsdale County, Michigan June 16, 2016 Final Report Prepared for City of Hillsdale 97 North Broad
More informationHighway 49, Highway 351 and Highway 91 Improvements Feasibility Study Craighead County
Highway 49, Highway 351 and Highway 91 Improvements Feasibility Study Craighead County Executive Summary March 2015 Highway 49, Highway 351 and Highway 91 Improvements Feasibility Study Craighead County
More informationDUNBOW ROAD FUNCTIONAL PLANNING
DUNBOW ROAD FUNCTIONAL PLANNING Final Report August 3, 216 #31, 316 5th Avenue NE Calgary, AB T2A 6K4 Phone: 43.273.91 Fax: 43.273.344 wattconsultinggroup.com Dunbow Road Functional Planning Final Report
More informationMunicipal Class EA To Address Traffic Congestion On The Ontario Street Corridor (Grand Bend) Public Information Meeting June 4, 2018
Municipal Class EA To Address Traffic Congestion On The Ontario Street Corridor (Grand Bend) Public Information Meeting June 4, 2018 Background Agenda Traffic Study Update Class EA Alternatives Bridge
More informationTraffic Impact Analysis Chatham County Grocery Chatham County, NC
Chatham County Grocery Chatham County, NC TABLE OF CONTENTS 1. INTRODUCTION... 1 1.1. Location and Study Area... 1 1.2. Proposed Land Use and Access... 2 1.3. Adjacent Land Uses... 2 1.4. Existing ways...
More informationBrooklyn Boulevard (County Road 152) Reconstruction Project Phase I. OPEN HOUSE June 20, 2017
Brooklyn Boulevard (County Road 152) Reconstruction Project Phase I OPEN HOUSE June 20, 2017 Brooklyn Boulevard (County Road 152) Phase I Project Partners Project Lead Other Project Partners include Brooklyn
More informationDRAFT. Corridor study. Honeysuckle Road. October Prepared for the City of Dothan, AL. Prepared by Gresham, Smith and Partners
DRAFT Corridor study Honeysuckle Road October 2017 Prepared for the City of Dothan, AL Prepared by TABLE OF CONTENTS SECTION I... 1 STUDY SUMMARY... 1 INTRODUCTION... 1 CONCLUSIONS... 5 SECTION II... 7
More informationCONTENTS EXECUTIVE SUMMARY 1
CONTENTS CHAPTER PAGE EXECUTIVE SUMMARY 1 1 ISSUES AND PURPOSE OF THE ANALYSIS 2 1.1 Background 2 1.2 Analysis Area 2 1.3 Issues and Observations 3 1.4 Project and Public Meetings 3 2 LIST OF PREFERRED
More informationLos Altos Hills Town Council - June 18, 2015 Palo Alto City Council June 22, AGENDA ITEM #2.B Presentation
Los Altos Hills Town Council - June 18, 2015 Palo Alto City Council June 22, 2015 AGENDA ITEM #2.B Presentation Previous Presentations Los Altos Hills Town Council in May 2014 and February 2015 Palo Alto
More informationInterstate Route 77 / US Route 62 / State Route 687 (Fulton Road) Transportation Improvement Project. Prepared September 6, 2017
EODOT Project: ODOT Project: STA-IR 77-.50; PID 00290 Interstate Route 77 / US Route 62 / State Route 687 (Fulton Road) Transportation Improvement Project Summary of Public Comments Received and Responses
More informationFigure 1: Vicinity Map of the Study Area
ARIZONA TEXAS NEW MEXICO OKLAHOMA May 5, 2016 Mr. Anthony Beach, P.E. BSP Engineers 4800 Lakewood Drive, Suite 4 Waco, Texas 76710 Re: Intersection and Access Analysis along Business 190 in Copperas Cove
More information4. ENVIRONMENTAL IMPACT ANALYSIS 9. TRANSPORTATION AND TRAFFIC
4. ENVIRONMENTAL IMPACT ANALYSIS 9. TRANSPORTATION AND TRAFFIC 4.9.1 INTRODUCTION The following section addresses the Proposed Project s impact on transportation and traffic based on the Traffic Study
More informationState Street and Pierce Park Lane Intersection Concept Report
State Street and Pierce Park Lane Intersection Prepared for September 2017 Prepared by CITATION Parametrix. 2017. State Street & Pierce Park Lane Intersection. Prepared by Parametrix, Boise, ID. September
More informationBroad Street Bicycle Boulevard Design Guidelines
Broad Street Bicycle Boulevard Design Guidelines Building from the strategies introduced in the 2013 Bicycle Transportation Plan and community input received thus far, City Transportation Staff have identified
More informationIntersection Traffic Control Feasibility Study
Intersection Traffic Control Feasibility Study CSAH 9 at CSAH 60 (185th Avenue) Prepared For: Dakota County Transportation Department Western Service Center 14955 Galaxie Avenue, 3rd Floor Apple Valley,
More informationTraffic Circulation Study for Neighborhood Southwest of Mockingbird Lane and Airline Road, Highland Park, Texas
ARIZONA TEXAS NEW MEXICO OKLAHOMA February 13, 2015 Mr. Meran Dadgostar P.E., R.S. Town of Highland Park 4700 Drexel Dr. Highland Park, Texas 75205 Re: Traffic Circulation Study for Neighborhood Southwest
More informationRoute 7 Corridor Study
Route 7 Corridor Study Executive Summary Study Area The following report analyzes a segment of the Virginia State Route 7 corridor. The corridor study area, spanning over 5 miles in length, is a multi
More informationSummary: Mercer County Princeton Avenue & Spruce Street Study January 2009
Summary: Several recent studies have assessed potential development and redevelopment opportunities in the Mercer Crossing area of Trenton, Ewing, and Lawrence. This Princeton Avenue and Spruce Street
More informationAPPENDIX D COST SUMMARY TABLES
APPENDIX D COST SUMMARY TABLES Section 1 Between Route 50 and Evergreen Mills Road 3850 linear feet of one 12 foot wide additional lane in southbound direction of Rte 606; from north side of Rte 50 to
More informationAGENDA REPORT. Issue: Discussion of potential improvements on Barnwell Road at Niblick Drive
AGENDA REPORT To: From: By: Honorable Mayor and City Council Members Warren Hutmacher, City Manager Tom Black, Public Works Director Date: March 23, 2016 Agenda: March 28, 2016 WORK SESSION AGENDA: Barnwell
More informationDESIGN MEMORANDUM WITH DESIGN EXCEPTIONS SP SP
DRAFT NOT FINAL (Note: document was not finalized due to an eastbound stopping site distance design issue that requires more detailed bridge and roadway design considerations. This discussion starts on
More informationPublic Involvement Outreach Requirements for Public Information Open House Meeting: C.N , HSIP-5003(12) 132 nd and West Center Road, Omaha
To: NDOR Environmental From: Randy McCart, HDR Date: 4 April 2017 RE: Public Involvement Summary Report, HSIP-5003(12) 132 nd and West Center Road, Omaha; C.N. 22629 Public Involvement Outreach Requirements
More informationSupervisor Cook Announces Final Plans for Braddock Road Improvement Project
Supervisor Cook Announces Final Plans for Braddock Road Improvement Project After more than two years of study and significant community input, I am pleased to announce the final plans for the Braddock
More informationBrian McHugh, Buckhead Community Improvement District. SUBJECT: Wieuca Road at Phipps Boulevard Intersection Improvements Project
MEMO TO: FROM: Brian McHugh, Buckhead Community Improvement District Jagan Kaja, AICP, WSP Parsons Brinckerhoff SUBJECT: Wieuca Road at Phipps Boulevard Intersection Improvements Project DATE: October
More informationPine Hills Road Pedestrian/Bicycle Safety Study Board of County Commissioners Work Session
Pine Hills Road Pedestrian/Bicycle Safety Study Board of County Commissioners Work Session February 20, 2018 Meeting Agenda Study Overview Existing Conditions Access Management Potential Gateway Features
More information#!! "$% ##! &! # '#! % $ #!
Executive Summary US Highway 16 (US 16) is the primary corridor connecting Rapid City to the Black Hills region. It serves a growing population of commercial and residential traffic, as well as seasonal
More informationPrinceton Avenue and Spruce Street Transportation and Site Access Enhancements Project
Princeton Avenue and Spruce Street Transportation and Site Access Enhancements Project Mercer County Planning Division AECOM Transportation (formerly DMJM Harris) January 29, 2009 Agenda Project Status
More informationTraffic Impact Analysis Walton Acres at Riverwood Athletic Club Clayton, NC
Traffic Impact Analysis Walton Acres at Riverwood Athletic Club Clayton, NC 1. TABLE OF CONTENTS INTRODUCTION...1 1.1. Site Location and Study Area...1 1.2. Proposed Land Use and Site Access...2 1.3.
More informationFINAL DESIGN TRAFFIC TECHNICAL MEMORANDUM
FINAL DESIGN TRAFFIC TECHNICAL MEMORANDUM July 2014 FINAL (SR 43) Project Development and Environment Study From State Road 60 (Adamo Drive) to I-4 (SR 400) Hillsborough County, Florida Work Program Item
More informationTraffic Study North Shore School District 112
Traffic Study North Shore School District 112 Proposed Expansion of Northwood Junior High School Prepared By: May 1, 2015 1. Introduction Kenig, Lindgren, O Hara, Aboona, Inc. (KLOA, Inc.) has been retained
More informationPurpose: Financial Implications and Impact Statement: It is estimated that the cost to implement:
Various Modifications Lower Jarvis Street and Lake Shore Boulevard East; Lower Jarvis Street, east side, between Lake Shore Boulevard East and The Esplanade - 45-77 Lower Jarvis Street; and Lower Jarvis
More informationMemorandum. Sunday, July 13, Saturday, July 19, 2014
Memorandum To: David Lowin, Brooklyn Bridge Park Corporation From: Daniel Schack, AICP, PTP Date: Re: Brooklyn Bridge Park Pier 5/6 Loop Road Traffic Study Project No: 14-01-2407 At the request of Brooklyn
More informationPROJECT NO. 093 MA 199 H C. FEDERAL NO. xxxx WIKIEUP-WICKENBURG-PHOENIX HIGHWAY TEGNER STREET, ALTERNATIVE 10 PROJECT IMPROVEMENT
PROJECT NO. 093 MA 199 H 5807 01C FEDERAL NO. xxxx WIKIEUP-WICKENBURG-PHOENI HIGHWAY TEGNER STREET, ALTERNATIVE 10 PROJECT IMPROVEMENT (INTERSECTION IMPROVEMENT) US 93/US 60 FINAL PROJECT ASSESSMENT April
More informationTRANSPORTATION ANALYSIS REPORT US Route 6 Huron, Erie County, Ohio
TRANSPORTATION ANALYSIS REPORT US Route 6 Huron, Erie County, Ohio December 12, 2012 Prepared for: The City of Huron 417 Main Huron, OH 44839 Providing Practical Experience Technical Excellence and Client
More informationUnion Pacific Railroad
Input Questions: 404/401 Pre Application Meeting, December 18, 2013, Portland, Oregon 1. What is the project purpose and need? The purpose of the project is to improve the efficiency and average velocity
More informationProject Overview. Rolling Road Widening Fairfax County. Get Involved. Design Public Hearing. Contact Information
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 informationTRAFFIC IMPACT STUDY COMPREHENSIVE UPDATE TOWN OF THOMPSON S STATION, TENNESSEE PREPARED FOR: THE TOWN OF THOMPSON S STATION
TRAFFIC IMPACT STUDY COMPREHENSIVE UPDATE TOWN OF THOMPSON S STATION, TENNESSEE PREPARED FOR: THE TOWN OF THOMPSON S STATION Transportation Consultants, LLC 1101 17 TH AVENUE SOUTH NASHVILLE, TN 37212
More informationCSAH 101 Preliminary Design
CSAH 101 Preliminary Design Public Open House No. 2 January 29, 2013 CSAH 62 to Hutchins Drive Welcome / Introductions Hennepin County Craig Twinem, Transportation Maury Hooper, Transportation Nick Peterson,
More informationTransportation Impacts: Toronto York Spadina Subway Extension
STAFF REPORT ACTION REQUIRED Transportation Impacts: Toronto York Spadina Subway Extension Date: June 6, 2011 To: From: Wards: Reference Number: North York Community Council Director, Transportation Services
More informationCommercial-Vista Corridor Plan Project Management Team. Judith Johnduff, AICP, Associate Transportation Planner Public Works Department
MEMO TO: Commercial-Vista Corridor Plan Project Management Team FROM: DATE: June 1, 2015 Judith Johnduff, AICP, Associate Transportation Planner Public Works Department SUBJECT: Public Events #2 - Summary
More information122 Avenue: 107 Street to Fort Road
: 107 Street to Fort Road November 24, 2015 4:30 8:00 p.m. Meeting Purpose Summarize project work completed to date Share results of public input from Phase 1 Share the draft concept plan and proposed
More informationENHANCED PARKWAY STUDY: PHASE 2 CONTINUOUS FLOW INTERSECTIONS. Final Report
Preparedby: ENHANCED PARKWAY STUDY: PHASE 2 CONTINUOUS FLOW INTERSECTIONS Final Report Prepared for Maricopa County Department of Transportation Prepared by TABLE OF CONTENTS Page EXECUTIVE SUMMARY ES-1
More informationLegislative Update Williamsburg Residency
Hampton Roads District Legislative Update Williamsburg Residency Jim Brewer, Resident Administrator 757-253-5140 Projects Under Way Warwick Boulevard Project http://www.warwickboulevard.org/ Contractors:
More informationWELCOME PTH 59N - PTH 101 INTERCHANGE FUNCTIONAL DESIGN STUDY PUBLIC INFORMATION SESSION MONDAY, JUNE 13, :00 P.M. - 8:00 P.M.
WELCOME - PTH 1 INTERCHANGE FUNCTIONAL DESIGN STUDY PUBLIC INFORMATION SESSION MONDAY, JUNE 13, 11 4:00 P.M. - 8:00 P.M. PROJECT STUDY AREA 1 Wenzel Street PR 2 Pritchard Farm Farm Road Road McGregor Farm
More informationMETHODOLOGY. Signalized Intersection Average Control Delay (sec/veh)
Chapter 5 Traffic Analysis 5.1 SUMMARY US /West 6 th Street assumes a unique role in the Lawrence Douglas County transportation system. This principal arterial street currently conveys commuter traffic
More informationHIGHBURY AVENUE/HAMILTON ROAD INTERSECTION IMPROVEMENTS PUBLIC INFORMATION CENTRE 1 MAY 14, 2015
HIGHBURY AVENUE/HAMILTON ROAD INTERSECTION IMPROVEMENTS Municipal Class Environmental Assessment PUBLIC INFORMATION CENTRE 1 MAY 14, 2015 ACCESSIBILITY Under the Accessibility Standards 2015 for Customer
More informationAppendix D: Concept Screening
Concept Description Concept #1 Route 288 Roadway Widening This concept consists of constructing a third lane on northbound and southbound Route 288 between Powhite Parkway and US 360. This improvement
More informationComments EXECUTIVE SUMMARY
Comments 1. Under any Alternatives, MCDOT should provide better at-grade pedestrian crossing of Georgia Avenue and Forest Glen Road, including improved crosswalks with wider medians and adequate signal
More informationAGENDA ITEM 6 D THOMASVILLE ROAD (HERMITAGE BOULEVARD TO LIVE OAK PLANTATION ROAD) ROADWAY SAFETY AUDIT
May 15, 2018 AGENDA ITEM 6 D THOMASVILLE ROAD (HERMITAGE BOULEVARD TO LIVE OAK PLANTATION ROAD) ROADWAY SAFETY AUDIT TYPE OF ITEM: Discussion STATEMENT OF ISSUE The Florida Department of Transportation
More informationTraffic Impact Study Little Egypt Road Development Denver, North Carolina June 2017
Traffic Impact Study Little Egypt Road Development Denver, North arolina June 2017 N. Little Egypt Road DQ\ QDQFLQJ VDOHV RU RWKHU SHUIRUPDQFH EDVHG FULWHULD Proposed Site Driveways Site Driveway 1 TRAFFI
More informationDate: September 7, Project #: Re: Spaulding Youth Center Northfield, NH Property. Traffic Impact Study
To: Ms. Susan C. Ryan Spaulding Youth Center 72 Spaulding Road Northfield, NH 03276 Date: September 7, 2017 Project #: 52455.00 From: Robin Bousa Director of Transportation Systems Re: Spaulding Youth
More informationCity of Madison, East Johnson Street North Baldwin Street to First Street Local Street Dane County
City of Madison, East Johnson Street North Baldwin Street to First Street Local Street Dane County Public Involvement Meeting Thursday, April 28, 2016 6 to 8 P.M. Lapham Elementary School 1045 E. Dayton
More informationDesign Criteria. Design Criteria
F Design Criteria Design Criteria Ministry of Transportation Ministère des Transports DESIGN CRITERIA Page: 1 of 13 WORK PROJECT NO. N/A GO Bloomington Station TYPE OF PROJECT LOCATION Bloomington Road
More informationCAPE COD COMMISSION 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA (508) Fax (508) Transportation Safety Report
CAPE COD COMMISSION 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 (508) 362-3828 Fax (508) 362-3136 2006 Transportation Safety Report Bourne: Otis Rotary Harwich: Route 137/Route 39 Orleans: Route
More informationINDUSTRIAL BUILDING 3009 HAWTHORNE ROAD CITY OF OTTAWA TRANSPORTATION OVERVIEW REVISED. Prepared for: Canada Inc.
INDUSTRIAL BUILDING 3009 HAWTHORNE ROAD CITY OF OTTAWA TRANSPORTATION OVERVIEW REVISED Prepared for: 7849648 Canada Inc. Octiober 1, 2015 114-598 Overview_2.doc D. J. Halpenny & Associates Ltd. Consulting
More informationACCESS MANAGEMENT PLAN: BLUFFTON PARKWAY BLUFFTON PARKWAY: PHASE FOUR TOWN OF BLUFFTON & BEAUFORT COUNTY, SC
ACCESS MANAGEMENT PLAN: BLUFFTON PARKWAY BLUFFTON PARKWAY: PHASE FOUR TOWN OF BLUFFTON & BEAUFORT COUNTY, SC Prepared for: Beaufort County & Town of Bluffton Prepared by: SRS ENGINEERING, LLC 801 Mohawk
More information5.0 Roadway System Plan
Southwest Boise Transportation Study Page 16 5.0 Roadway System Plan The Roadway System Plan outlines roadway improvements in the Initial Study Area. It forecasts future deficiencies on the arterial system,
More informationCity of Madison, East Johnson Street North Baldwin Street to First Street Local Street Dane County
City of Madison, East Johnson Street North Baldwin Street to First Street Local Street Dane County Public Involvement Meeting Thursday, November 10, 2016 5:30 to 7 P.M. Festival Foods 810 E. Washington
More informationTECHNICAL MEMO #1 EXISTING CONDITIONS
TECHNICAL MEMO #1 EXISTING CONDITIONS TO: FROM: Sai Sarepalli, PE (CCRPC) Corey Mack, PE Roxanne Meuse, EIT CC: DATE: December 15, 2016 SUBJECT: Allen Martin Drive and VT(15 Intersection Scoping Study
More informationHighway 111 Corridor Study
Highway 111 Corridor Study June, 2009 LINCOLN CO. HWY 111 CORRIDOR STUDY Draft Study Tea, South Dakota Prepared for City of Tea Sioux Falls Metropolitan Planning Organization Prepared by HDR Engineering,
More informationCo-ordinator Transportation Committee. Director, Mobility Services and Corporate Fleet Services Environment and Transportation Department
28 REGIONAL MUNICIPALITY OF OTTAWA-CARLETON MUNICIPALITÉ RÉGIONALE D OTTAWA-CARLETON REPORT RAPPORT Our File/N/Réf. Your File/V/Réf. 25 23-97-R016 DATE 15 April 1997 TO/DEST. FROM/EXP. SUBJECT/OBJET Co-ordinator
More informationExecutive Summary June 2015
Executive Summary June 2015 Highway 112 Corridor Study Benton and Washington Counties Executive Summary June 2015 Prepared by Transportation Planning and Policy Division Arkansas State Highway and Transportation
More informationDetailed Description of Work
Trail Items I-580 Eastbound Shoulder Running Lane and Bi-Directional Bike Lane Project Bay Area Toll Authority Task Order Contract with HNTB Corporation Effective May 12, 2014 Description of Work: Implement
More informationMEMORANDUM. Our project study area included the following locations:
MEMORANDUM Date: To: From: Subject: Najib O. Habesch Nick M. Fomenko, PE, PTOE Bushnell Park North Traffic Assessment BETA Project #: 4461 As part of our contract to undertake the design of the Bushnell
More informationCity of Moorhead Committee of the Whole Meeting
City of Moorhead Committee of the Whole Meeting Corridor Study Limits Center Avenue (Red River to 8th Street) TH 10 (Red River to TH 336) TH 75 (20th Ave S to Main Avenue) 2 Study Need: Project Overview
More informationMulti-Modal Traffic Analysis. Parisi and Associates
Mill Valley to Corte Madera Bicycle and Pedestrian Corridor Study Appendix D: Multi-Modal Traffic Analysis Prepared by Parisi and Associates August 2009 Appendix D - Multi-Modal Traffic Analysis Table
More informationProject Report. South Kirkwood Road Traffic Study. Meadows Place, TX October 9, 2015
Meadows Place, TX October 9, 2015 Contents 1 Introduction... 1 2 Data Collection... 1 3 Existing Roadway Network... 2 4 Traffic Volume Development... 2 5 Warrant Analysis... 3 6 Traffic Control Alternative
More informationROUTE 22 CORRIDOR STUDY: CORRIDOR MANAGEMENT PLAN APPENDIX A A-12
ROUTE 22 CORRIDOR STUDY: CORRIDOR MANAGEMENT PLAN APPENDIX A A-12 3.0 HARLEM VALLEY TRANSPORTATION PLAN Incorporates transportation systems management and safety improvements. Location: Route 22 corridor
More informationCTH M HIGHWAY PROJECT CTH Q to STH 113
CTH M HIGHWAY PROJECT CTH Q to STH 113 PUBLIC INFORMATIONAL MEETING #3 Wednesday, May 25, 2005 Town of Westport Administration Building 5387 Mary Lake Road 6:00 p.m. to 8:00 p.m. PUBLIC INFORMATIONAL MEETING
More informationTRAFFIC ACTION PLAN. North Central Neighborhood CITY OF SAN MATEO
TRAFFIC ACTION PLAN North Central Neighborhood CITY OF SAN MATEO Draft February 2017 Table of Contents Introduction... 1 The Traffic Forum Process... 4 Neighborhood Traffic Issues... 6 Neighborhood Recommendations
More informationPreliminary Engineering Study
Preliminary Engineering Study Open House # 2 June 6, 2018 PREPARED FOR: PREPARED BY: Agenda Background and status of preliminary engineering study County Road 26 design summary County Road 63 design summary
More informationAppendix B. Environmental Resource Technical Memorandum. Assessment on Travel Pattern and Access Impacts
Appendix B Environmental Resource Technical Memorandum Assessment on Travel Pattern and Access Impacts TECHNICAL MEMORANDUM ENVIRONMENTAL RE-EVALUATION FOR UNION STATION TO OAK CLIFF DALLAS STREETCAR To:
More informationTRAFFIC IMPACT ANALYSIS OF PROPOSED CHESTNUT HILL COLLEGE MASTER PLAN DEVELOPMENT
TRAFFIC IMPACT ANALYSIS OF PROPOSED CHESTNUT HILL COLLEGE MASTER PLAN DEVELOPMENT Prepared by Orth-Rodgers & Associates, Inc. December 14, 2009 Updated November 9, 2010 230 South Broad Street Philadelphia
More informationTraffic Analysis and Design Report. NW Bethany Boulevard. NW Bronson Road to NW West Union Road. Washington County, Oregon
Traffic Analysis and Design Report NW Bethany Boulevard NW Bronson Road to NW West Union Road Washington County, Oregon May 2011 Table of Contents Table of Contents Section 1 Executive Summary... 2 Section
More informationTRASBURG RANSPORTATION
TRASBURG RANSPORTATION LAN DEVELOPED BY THE TRANSPORTATION PLANNING DIVISION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION IN COOPERATION WITH THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION
More informationGene Dillon Elementary School Traffic Study Division Street Site
To: From: Dr. James Hess, Superintendent Jordan Schwarze, PE, Senior Engineer Matt Pacyna, PE, Senior Associate Date: March 30, 2016 Subject: Gene Dillon Elementary School Traffic Study reet Site Memorandum
More informationQUICKIE C STORE AND GAS BAR 1780 HERON ROAD OTTAWA, ONTARIO TRANSPORTATION BRIEF. Prepared for:
QUICKIE C STORE AND GAS BAR 1780 HERON ROAD OTTAWA, ONTARIO TRANSPORTATION BRIEF Prepared for: Quickie Convenience Stores Larny Holdings Ltd. c/o PBC Group April 15, 2015 115-615 Report_1.doc D. J. Halpenny
More informationLincoln Highway Streetscape Plan Concept Plan
Lincoln Highway Streetscape Plan Concept Plan November 14, 2014 Introduction This report provides a summary of conceptual transportation, land use, and design recommendations in the Lincoln Highway Streetscape
More informationTRANSPORTATION & INDUSTRIAL ACCESS STUDY PHASE II GENESEE TRANSPORTATION COUNCIL
TRANSPORTATION & INDUSTRIAL ACCESS STUDY PHASE II GENESEE TRANSPORTATION COUNCIL MONROE COUNTY VILLAGE SQUARE FINAL CONCEPT-LEVEL STRATEGY REPORT I. Introduction The purpose of this report is to recommend
More informationAPPENDIX G: INTERSECTION NEEDS AT OKEECHOBEE BOULEVARD
APPENDIX G: INTERSECTION NEEDS AT OKEECHOBEE BOULEVARD INTERSECTION NEEDS AT SR 7 and OKEECHOBEE BOULEVARD SR 7 Extension Project Development and Environment (PD&E) Study From Okeechobee Boulevard (SR
More informationAddendum to Mitigated Negative Declaration
Addendum Date: Case No.: 2014.1499E Project Title: (MDSP) - Mission Valencia Green Gateway Streetscape Project Original: 2008.1075, MDSP Mitigated Negative Declaration Project Sponsor: Charlie Ream, San
More informationLegislative Update. Frederick County Fall Staunton District. Interstate 81 - Exit 300 at Interstate 66 Southbound Acceleration Lane Extension
Interstate 81 - Exit 300 at Interstate 66 Southbound Acceleration Lane Extension Application ID 1643 Northern Shenandoah Valley Regional Commission (NSVRC) $3,437,423 This project extends the Interstate
More informationTRAFFIC IMPACT STUDY. Creekside Thornton, Colorado. For. August 2015 November 2015 Revised: August Prepared for:
TRAFFIC IMPACT STUDY For Creekside Thornton, Colorado August 215 November 215 Revised: August 216 Prepared for: Jansen Strawn Consulting Engineers 45 West 2 nd Avenue Denver, Colorado 8223 Prepared by:
More informationCorporate. Report COUNCIL DATE: May 25, 1998 NO: R1500 REGULAR COUNCIL. TO: Mayor & Council DATE: April 27, 1998
R1500 : Traffic Safety at 25 Avenue and 128 Street Intersection Corporate NO: R1500 Report COUNCIL DATE: May 25, 1998 REGULAR COUNCIL TO: Mayor & Council DATE: April 27, 1998 FROM: General Manager, Engineering
More informationRoute 28 (South Orleans Road)/Route 39 (Harwich Road)/Quanset Road Intersection
TRAFFIC FEASIBILITY STUDY Route 28 (South Orleans Road)/Route 39 (Harwich Road)/Quanset Road Intersection Orleans, Massachusetts Prepared for: Town of Orleans Prepared by: Fay, Spofford & Thorndike, LLC
More informationCarMax Auto Superstore/ Reconditioning Center #6002 Murrieta, California
CarMax Auto Superstore/ Reconditioning Center #6002 Murrieta, California TUSTIN 17782 17th Street Suite 200 Tustin, CA 92780-1947 714.665.4500 Fax: 714.665.4501 LOS ANGELES 145 S. Spring Street Suite 120
More informationCOMMITTEE RECOMMENDATIONS. That Council approve:
4. MODIFICATIONS TO INNES ROAD (REGIONAL ROAD 30) AND TENTH LINE ROAD (REGIONAL ROAD 47) TO ACCOMMODATE THE DEVELOPMENT OF THE TRINITY COMMONS SHOPPING CENTRE COMMITTEE RECOMMENDATIONS That Council approve:
More informationARTINSVILLE ENRY OUNTY REA RANSPORTATION TUDY
ARTINSVILLE ENRY OUNTY REA RANSPORTATION TUDY DEVELOPED BY THE TRANSPORTATION AND MOBILITY PLANNING DIVISION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION IN COOPERATION WITH THE U.S. DEPARTMENT OF TRANSPORTATION,
More informationFY STATEWIDE TRANSPORTATION IMPROVEMENT PROGRAM New Jersey Department of Transportation Projects
ROUTE/ Project ID No. TIP No. Electrical Load Center Replacement - North 04324 04324 This project will provide for the betterment of the existing highway lighting facilities located along Routes 3, 17
More informationSouthwest Bus Rapid Transit (SW BRT) Functional Planning Study - Executive Summary January 19 LPT ATTACHMENT 2.
Southwest Bus Rapid Transit (SW BRT) Functional Planning Study - Executive Summary 2011 January 19 1 of 19 Introduction This executive summary presents the results of the Southwest Bus Rapid Transit (SW
More informationTRAFFIC ACTION PLAN. Laurie Meadows Neighborhood CITY OF SAN MATEO
TRAFFIC ACTION PLAN Laurie Meadows Neighborhood CITY OF SAN MATEO Draft January 2017 Table of Contents Introduction... 2 The Traffic Forum Process... 5 Neighborhood Traffic Issues... 7 Neighborhood Recommendations
More informationJANUARY 2017 STUDY UPDATE. Logan City, Cache Co., CMPO
JANUARY 2017 STUDY UPDATE Logan City, Cache Co., CMPO Purpose of the presentation To provide an update on the status of the Study To present the Study Purpose and Need To present the results of Level 1
More informationTraffic Impact Study WestBranch Residential Development Davidson, NC March 2016
Traffic Impact Study WestBranch Residential Development Davidson, NC March 216 TRAFFIC IMPACT STUDY FOR THE WestBranch Residential Development LOCATED IN DAVIDSON, NC Prepared For: Lennar Carolinas, LLC
More informationChapter 16: Traffic and Parking A. INTRODUCTION
Chapter 6: Traffic and Parking A. ITRODUCTIO This chapter examines the potential traffic and parking impacts of the proposed Fresh Kills Park roads. The analysis of transit and pedestrians is presented
More informationRM 620/RM 2222 CONNECTOR (BYPASS) STATUS REPORT RM 620/2222 STATUS
RM 620/RM 2222 CONNECTOR (BYPASS) STATUS REPORT January 25, 2017 RM 620/2222 BYPASS - INTRODUCTION Because of the enormous traffic demand at the RM 620/2222 intersection, TxDOT searched for a way to relieve
More information2014/2015 BIKE ROUTE PLAN 83 AVENUE PROTECTED BIKE LANE
About the Project 2014/2015 BIKE ROUTE PLAN The City of Edmonton is planning a major bike route on the south side of Edmonton. This bike route is one part of a plan to provide citizens with transportation
More information