DOCSLIB.ORG

Downtown Carrollton Rail Station Master Plan

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Downtown Carrollton Rail Station Master Plan Credits City Council Becky Miller, Mayor Tim Hayden John Mahalik Pat Malone Matthew Marchant Larry Williams Ron Branson Herb Weidinger Steering Committee Nancy Putnam Janet Mayberry Jack Stotz Craig Simpkins Doug Hrbacek Mark Stokes Dave Oldfield Judy Scamardo Dick Calvert Jim Abadie J Stephen Dean Staff Chris Barton, AICP Tom Hammons, PE Cesar Molina, PE Marc Guy Ravi Shaw, AICP Marcos Fernandez, PE Abbreviations: AAR Association of American Railroads CRT Commuter Rail Transit DART Dallas Area Rapid Transit DCTA Denton County Transportation Authority DFW Dallas / Fort Worth DGNO Dallas Garland Northeastern Railroad BNSF Burling Northern / Santa Fe Railroad FEIS Federal Environmental Impact Statement FTA Federal Transit Administration LRT Light Rail Transit NCTCOG North Central Texas Council of Governments SHPO State Historic Preservation Officer TIRZ Tax Increment Reinvestment Zone TRE Trinity Railway Express Table of Contents 1. Introduction 2. Goals and Objectives (Guiding Principles) 3. Existing Conditions 4. Policy Context 5. Case Studies 6. Rail Freight and Passenger Operations 7. Mercer Yard 8. Plan for Passenger and Rail Service 9. Passenger Station Operations 10. Patronage Projections 11. Parking Requirements 12. Planning Framework Concept 13. Program 14. Preliminary Development Review 1. Introduction The Downtown Carrollton Rail Located at the juncture of the connecting Plano with the DFW air- phase, covered in this report, Station Master Plan is intended to Union Pacific, commonly known as port. In May of 2005, The Denton focuses on early development of achieve an integrated vision for a the “Katy”, Cotton Belt, Burlington County Transportation Authority key issues affecting other pas- transit centered community built Northern/Santa Fe (BNSF) and (DCTA) adopted a “locally pre- senger and freight operators, around a key transit hub for the Dallas Area Rapid Transit (DART) ferred alternative” that includes essentially setting the constraints metroplex. The future Downtown rail lines north of Belt Line Road, a station at downtown Carrollton or framework for the project. The Rail Station complex will improve the project will connect DART and extends rail service north to second phase will include con- local and regional access, and and the proposed Denton County Denton. ceptual project development strengthen linkages between trans- Transportation Authority (DCTA) (Preliminary Engineering) of the portation, land use and economic system, with future connections to In addition, the North Central transportation component (align- development. The project is also DFW Airport, Plano and Frisco via Texas Council of Governments ment, track work and station), and an opportunity for Carrollton to de- the Cotton Belt and BNSF lines. (NCTCOG) completed a North development of a Master Plan for velop a true urban center serving Texas Regional Rail Corridor Study new development and infrastruc- as the symbolic center of the city. The DART Northwest Corridor FEIS in December 2005 establishing the ture related to the station. The The master plan will provide a (October 2003) established the need for a regional rail station on project area of the master plan is development framework within the purpose and need for the DART the Burlington Northern / Santa Fe bounded by Belt Line Road to the constraints and opportunities of Downtown Carrollton Station. Line (BNSF) at the Carrollton junc- south, Interstate 35 (IH-35) to the passenger and freight operations tion. This line will connect Frisco west, Hutton Branch to the north, to achieve this vision. The master DART is currently in final design of with Irving and DFW. The junc- and Jackson Road to the east. All plan will also address parking and the Light Rail Transit (LRT) sta- ture of four rail lines in downtown development outside of the imme- access, infrastructure needs, pub- tion with revenue service planned Carrollton will transform Carroll- diate station area will be coordi- lic-private financing, and transit for 2010. The DART 2030 Draft ton into a primary destination and nated with the Downtown Carollton funding strategies as the project System Plan also includes provi- transfer point within the Metroplex. Station component of the Carroll- progresses. sions for a station on the Cotton ton Renaissance Initiative update Belt Corridor with service planned The Master Plan is being devel- being developed under a separate for the 2020 -2030 time frame oped in two phases. The initial contract by Townscape Inc. 1 Project Vision • Creation of Regional Transit Connections • Integration of Transportation Modes • Development of an Urban Community • Gateway and Symbolic Center of the City • Catalyst for Revitalization Figure 1.0: Study Area 2. Goals and Objectives The primary goal of the project is reflect the project parameters and 2. The project will be coordinated the eventual relocation of Mercer to initiate the design of a new mul- establish the basis of the project with the parallel Transportation Yard, the existing railroad yard in timodal station complex for down- scope. These conditions will con- and Parking Study sponsored by the Downtown Carrollton Station town Carrollton integrating multi- tinue to be validated and modified the City and under contract to area. This is a significant goal as modal, multi-agency transit service as the project progresses. Jacobs Civil Inc. The study will the character of the yard is incon- with a new urban center and include traffic volume projections, sistent with future transit support- gateway to the City of Carrollton. 1. The project is divided into two area parking requirements/facili- ed development. The station complex will include phases. The initial phase focuses ties, and traffic network mitigation passenger rail operations for the on early development of key is- measures. 5. Other stakeholders include DART Northwest Corridor, DCTA, sues affecting other passenger property owners, downtown busi- DART Cotton Belt (Crosstown) and freight project stakeholders. 3. Primary project stakeholders nesses, developers, and special Line, and potentially the Burlington The second phase includes project include DART, DCTA, Burling- interest groups as identified by the Northern/Santa Fe (BNSF) line. development of the transportation ton Northern/Santa Fe Railroad design team and the City of Car- The station complex will provide component (rail station) consistent (BNSF), and Dallas, Garland & rollton. connections between passenger with a 20% level of project comple- Northeastern (DGNO) railroads. platforms, provide passenger ame- tion (Preliminary Engineering), and Secondary stakeholders may 6. The project includes coordinat- nities, a place for public interac- development of a Master Plan for include intercity bus operators, ed Steering Committee meetings tion, and integrate transit-related new development and infrastruc- shuttle services, and taxi cab op- with the goal of building community mixed-use development. ture related to the station within an erators. support for the project and accep- area bounded by Belt Line Road tance of the design concept. Project Analysis Conditions to the south, IH-35 to the west, 4. The success of the project re- The project analysis conditions Hutton Branch to the north, and quires coordination with the BNSF, 7. The Master Plan portion of the listed below were developed from Jackson to the east. and DGNO railroads to assess project will be coordinated with the preliminary discussions between impacts of freight movements, Carrollton Renaissance Initiative the design team and City of Car- determination of passenger rail and ongoing refinements to that rollton staff. These assumptions operating rights and priorities, and plan. 3 8. Accommodation of on-site park- Project Objectives ing, passenger drop-off, bus circula- per page 2 tion, and hike & bike trail connec- • Develop a station layout for the tions as defined in the Trails Master ultimate configuration and opera- Plan adopted by Resolution 2986 tions based on the project goals. will be required. • Develop a mutually supportive 9. The rail station complex defini- freight and passenger operation tion will include determination of plan that improves freight service enclosed space, vertical and hori- and enhances passenger opera- zontal circulation, climate control, tions. passenger amenities, public plazas, • Develop a phased implementa- integration of public facilities, and tion plan assuming that the current transit-related retail. In short, the DART LRT platform will be phase “people” facilities necessary to ac- one. commodate host passenger flows from 3-4 separate rail services. • Define the relationship between private development and the ulti- 10. The concept for mixed-use mate station layout and phasing. development will be based on the updated Renaissance Initiative and • Define the parking requirements market analysis under separate for the ultimate rail station configu- contract with Leland Consulting ration and proposed development. Group sponsored by the City. De- • Define the theme and architec- velopment density and phasing will tural character of the surrounding be verified by the Carter & Burgess development. Team. Figure 2.0: DART NW LRT Station Plan 2. Stakeholder Goals and Objectives In addition to the overall project City of Carrollton DART DCTA goals, individual stakeholder goals • Guide decisions for integrated • Provide scheduled revenue ser- • Improve transportation for Den- have emerged over the course of station development vice to Carrollton
Load more

Recommended publications
  • GUIDELINES for TIMING and COORDINATING DIAMOND November 2000 INTERCHANGES with ADJACENT TRAFFIC SIGNALS 6
    Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. TX-00/4913-2 4. Title and Subtitle 5. Report Date GUIDELINES FOR TIMING AND COORDINATING DIAMOND November 2000 INTERCHANGES WITH ADJACENT TRAFFIC SIGNALS 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Nadeem A. Chaudhary and Chi-Leung Chu Report 4913-2 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Texas Transportation Institute The Texas A&M University System 11. Contract or Grant No. College Station, Texas 77843-3135 Project No. 7-4913 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Research: Construction Division September 1998 – August 2000 Research and Technology Transfer Section 14. Sponsoring Agency Code P. O. Box 5080 Austin, Texas 78763-5080 15. Supplementary Notes Research performed in cooperation with the Texas Department of Transportation. Research Project Title: Operational Strategies for Arterial Congestion at Interchanges 16. Abstract This report contains guidelines for timing diamond interchanges and for coordinating diamond interchanges with closely spaced adjacent signals on the arterial. Texas Transportation Institute (TTI) researchers developed these guidelines during a two-year project funded by the Texas Department of Transportation. 17. Key Words 18. Distribution Statement Diamond Interchanges, Capacity Analysis, Traffic No restrictions. This document is available to the Signal Coordination, Traffic Congestion, Signalized public through NTIS: Arterials National Technical Information Service 5285 Port Royal Road Springfield, Virginia 22161 19. Security Classif.(of this report) 20. Security Classif.(of this page) 21. No. of Pages 22. Price Unclassified Unclassified 50 Form DOT F 1700.7 (8-72) Reproduction of completed page authorized GUIDELINES FOR TIMING AND COORDINATING DIAMOND INTERCHANGES WITH ADJACENT TRAFFIC SIGNALS by Nadeem A.
    [Show full text]
  • Us 17 Corridor Study, Brunswick County Phase Iii (Functional Designs)
    US 17 CORRIDOR STUDY, BRUNSWICK COUNTY PHASE III (FUNCTIONAL DESIGNS) FINAL REPORT R-4732 Prepared For: North Carolina Department of Transportation Prepared By: PBS&J 1616 East Millbrook Road, Suite 310 Raleigh, NC 27609 October 2005 TABLE OF CONTENTS 1 INTRODUCTION / BACKGROUND..............................................1-1 1.1 US 17 as a Strategic Highway Corridor...........................................................1-1 1.2 Study Objectives..............................................................................................1-2 1.3 Study Process...................................................................................................1-3 2 EXISTING CONDITIONS ................................................................2-6 2.1 Turning Movement Volumes...........................................................................2-7 2.2 Capacity Analysis............................................................................................2-7 3 NO-BUILD CONDITIONS..............................................................3-19 3.1 Turning Movement Volumes.........................................................................3-19 3.2 Capacity Analysis..........................................................................................3-19 4 DEFINITION OF ALTERNATIVES .............................................4-30 4.1 Intersection Improvements Alternative..........................................................4-31 4.2 Superstreet Alternative...................................................................................4-44
    [Show full text]
  • A Guide for HOT Lane Development FHWA
    U.S. Department of Transportation Federal Highway Administration A Guide for HOT LANE DEVELOPMENT A Guide for HOT LANE DEVELOPMENT BY WITH IN PARTNERSHIP WITH U.S. Department of Transportation Federal Highway Administration PRINCIPAL AUTHORS Benjamin G. Perez, AICP PB CONSULT Gian-Claudia Sciara, AICP PARSONS BRINCKERHOFF WITH CONTRIBUTIONS FROM T. Brent Baker Stephanie MacLachlin PB CONSULT PB CONSULT Kiran Bhatt Carol C. Martsolf KT ANALYTICS PARSONS BRINCKERHOFF James S. Bourgart Hameed Merchant PARSONS BRINCKERHOFF HOUSTON METRO James R. Brown John Muscatell PARSONS BRINCKERHOFF COLORADO DEPARTMENT OF TRANSPORTATION Ginger Daniels John O’Laughlin TEXAS TRANSPORTATION INSTITUTE PARSONS BRINCKERHOFF Heather Dugan Bruce Podwal COLORADO DEPARTMENT OF TRANSPORTATION PARSONS BRINCKERHOFF Charles Fuhs Robert Poole PARSONS BRINCKERHOFF REASON PUBLIC POLICY INSTITUTE Ira J. Hirschman David Pope PB CONSULT PARSONS BRINCKERHOFF David Kaplan Al Schaufler SAN DIEGO ASSOCIATION OF GOVERNMENTS PARSONS BRINCKERHOFF Hal Kassoff Peter Samuel PARSONS BRINCKERHOFF TOLL ROADS NEWSLETTER Kim Kawada William Stockton SAN DIEGO ASSOCIATION OF GOVERNMENTS TEXAS TRANSPORTATION INSTITUTE Tim Kelly Myron Swisher HOUSTON METRO COLORADO DEPARTMENT OF TRANSPORTATION Stephen Lockwood Sally Wegmann PB CONSULT TEXAS DEPARTMENT OF TRANSPORTATION Chapter 1 Hot Lane Concept And Rationale........................................................................2 1.1 HOT lanes Defined .................................................................................................2
    [Show full text]
  • Subdivision Street Standards Manual
    TOWN OF MARANA Subdivision Street Standards Manual May 2013 TABLE OF CONTENTS CHAPTER & SECTION 1.0 INTRODUCTION AND PURPOSE………………………………………………. 1 1.1 Introduction………………………………………………………………… 1 1.2 Purpose……………………………………………………………………... 1 1.3 Applicability……………………………………………………………….. 2 2.0 FUNCTIONAL CLASSIFICATION AND REGULATIONS…………………….. 2 2.1 Functional Classification………………………………………….………... 2 2.2 Incorporated Regulations Adopted by Reference…………………………... 3 3.0 TRAFFIC STUDIES………………………………………………………………. 3 4.0 STREET LAYOUT AND GEOMETRIC DESIGN………………………………... 4 4.1 Street Layout………………………………………………………………… 4 4.2 Cul-de-sacs………………………………………………………………….. 5 4.3 Design Speed………………………………………………………………... 6 4.4 Design Vehicle…………………………………………………….………… 6 4.5 Horizontal Alignment……………………………………………………….. 7 4.6 Vertical Alignment………………………………………………………….. 7 4.7 Intersection Alignment…………………………………………….………… 8 4.8 Intersection Sight Distance…………………………………………………. 9 4.9 Residential and Commercial Drive Entrances………………………………. 10 4.10 Roadway Superelevation…………………………………………………….. 11 4.11 Roadway Drainage Crossings……………………………………………….. 11 4.12 Mountainous Terrain………………………………………………………… 11 4.13 Environmentally Sensitive Roadways………………………………………. 12 4.14 Alternative Access…………………………………………………………… 12 5.0 RIGHT OF WAY……………………………………………………………………. 13 6.0 ELEMENTS IN THE CROSS SECTION…………………………………………... 14 6.1 Travel Lanes……………………………………………………….………… 14 6.2 Curbing……………………………………………………………………… 14 6.3 Sidewalks………………………………………………………….………… 15 6.4 Shoulders………………………………………………………….………… 16 6.5 Roadside
    [Show full text]
  • MDOT Access Management Guidebook
    ReducingTrafficCongestion andImprovingTrafficSafety inMichiganCommunities: THE ACCESSMANAGEMENT GUIDEBOOK COMMUNITYA COMMUNITYB Cover graphics and ROW graphic by John Warbach, Planning & Zoning Center, Inc. Photos by Tom Doyle, Michigan Department of Transportation. Speed Differential graphic by Michigan Department of Transportation. Road Hierarchy graphic by Rossman Martin & Associates, Inc. Reducing Traffic Congestion and Improving Traffic Safety in Michigan Communities: THE ACCESS MANAGEMENT GUIDEBOOK October, 2001 Prepared by the Planning & Zoning Center, Inc. 715 N. Cedar Street Lansing, MI 48906-5206 517/886-0555 (tele), www.pzcenter.com Under contract to the Michigan Department of Transportation With the assistance of three Advisory Committees listed on the next page The opinions, findings and conclusions expressed in this publication are those of the authors and not necessarily those of the Michigan State Transportation Commission or the Michigan Department of Transportation or the Federal Highway Administration. Dedication This Guidebook is dedicated to the countless local elected officials, planning and zoning commissioners, zoning administrators, building inspectors, professional planners, and local, county and state road authority personnel who: • work tirelessly every day to make taxpayers investment in Michigan roads stretch as far as it can with the best possible result; and • who try to make land use decisions that build better communities without undermining the integrity of Michigan's road system. D:\word\access\title
    [Show full text]
  • Chapter 7: Transportation Mode Choice, Safety & Connections
    Chapter 7: Transportation Mode Choice, Safety & Connections Comprehensive Plan 2040 7-2 TRANSPORTATION City of Lake Elmo Comprehensive Plan 2040 INTRODUCTION The purpose of the Transportation Chapter is to guide development, maintenance, and improvement of the community’s transportation network. This Chapter incorporates and addresses the City’s future transportation needs based on the planned future land uses, development areas, housing, parks and trail systems. The City’s transportation network is comprised of several systems including roadways, transit services, trails, railroads and aviation that all work together to move people and goods throughout, and within, the City. This Chapter identifies the existing and proposed transportation system, examines potential deficiencies, and sets investment priorities. The following Chapter plans for an integrated transportation system that addresses each of the following topics in separate sections: • Roadway System 7-1 • Transit Facilities • Bikway & Trail System • Freight & Rail • Aviation The last section of this Chapter provides a summary and implementation section which addresses each of the components of the system, if any additional action within this planning period is expected. The Implementation Plan sets the groundwork for investment and improvements to the transportation network consistent with the goals, analyses, and conclusions of this Plan. As discussed in preceding Chapters of this Comprehensive Plan, the Transportation Chapter is intended to be dynamic and responsive to the City’s planned land uses and development patterns. As the City’s conditions change and improvements occur, this Chapter should be reviewed for consistency with the Plan to ensure that the transportation systems support the City’s ultimate vision for the community through this planning period.
    [Show full text]
  • US 278 Independent Review Report
    US 278 Independent Review May 2021 Contents Introduction .............................................................................................................................. 1 Purpose .................................................................................................................................. 1 Coordination Efforts ................................................................................................................ 1 Oversight Committee .............................................................................................................. 1 SCDOT ................................................................................................................................... 2 Items of Review and Analysis ................................................................................................. 2 Growth Rate/Future Traffic ..................................................................................................... 2 Crash Data/ Safety ................................................................................................................. 3 Reversible Lanes .................................................................................................................... 4 Preliminary Alternatives and Matrix ........................................................................................ 5 Reasonable Alternatives and Matrix ....................................................................................... 5 Additional New Location Alternatives .....................................................................................
    [Show full text]
  • REVISED AGENDA PUEBLO COUNTY PLANNING COMMISSION Commissioners’ Chambers, Pueblo County Courthouse 215 West 10Th Street August 19, 2020 5:30 P.M
    REVISED AGENDA PUEBLO COUNTY PLANNING COMMISSION Commissioners’ Chambers, Pueblo County Courthouse 215 West 10th Street August 19, 2020 5:30 P.M. NOTICE REGARDING COVID-19 (Novel Coronavirus): The Board of County Commissioners implemented temporary operational directives on June 16, 2020 to partially reopen public access to county-owned facilities. Beginning on June 22, 2020, there will be limited seats available for the public to attend Planning Commission meetings in person. Anyone interested in attending a meeting in person may do so by submitting a Meeting Request Form on Pueblo County’s web page, subject to availability of seating. The public may provide written comments prior to the meeting by emailing those comments by 5:00 p.m., on Monday, August 17, 2020, to [email protected]. The meeting will be streamed live on the County’s Facebook Page https://www.facebook.com/PuebloCounty/. (The Record: The Planning Department staff memorandum and the application submitted by the applicant for each agenda item and any supplemental information distributed by staff at the meeting are automatically incorporated as part of the Record unless specific objections are raised and sustained at the public hearing. Any additional materials used by the applicant or others in support of or in opposition to a particular agenda item may, at the discretion of the person or entity using the materials, be submitted for inclusion in the Record. Such materials for which a request for inclusion in the Record is made shall, at the discretion of the administrative body, be made a part of the Record. Note: Any materials including documents and/or instruments submitted for inclusion in the Record and admitted by the administrative body must be left with the Clerk.) 1.
    [Show full text]
  • Access Control
    Access Control Appendix D US 54 /400 Study Area Proposed Access Management Code City of Andover, KS D1 Table of Contents Section 1: Purpose D3 Section 2: Applicability D4 Section 3: Conformance with Plans, Regulations, and Statutes D5 Section 4: Conflicts and Revisions D5 Section 5: Functional Classification for Access Management D5 Section 6: Access Control Recommendations D8 Section 7: Medians D12 Section 8: Street and Connection Spacing Requirements D13 Section 9: Auxiliary Lanes D14 Section 10: Land Development Access Guidelines D16 Section 11: Circulation and Unified Access D17 Section 12: Driveway Connection Geometry D18 Section 13: Outparcels and Shopping Center Access D22 Section 14: Redevelopment Application D23 Section 15: Traffic Impact Study Requirements D23 Section 16: Review / Exceptions Process D29 Section 17: Glossary D31 D2 Section 1: Purpose The Transportation Research Board Access Management Manual 2003 defines access management as “the systematic control of the location, spacing, design, and operations of driveways, median opening, interchanges, and street connections to a roadway.” Along the US 54/US-400 Corridor, access management techniques are recommended to plan for appropriate access located along future roadways and undeveloped areas. When properly executed, good access management techniques help preserve transportation systems by reducing the number of access points in developed or undeveloped areas while still providing “reasonable access”. Common access related issues which could degrade the street system are: • Driveways or side streets in close proximity to major intersections • Driveways or side streets spaced too close together • Lack of left-turn lanes to store turning vehicles • Deceleration of turning traffic in through lanes • Traffic signals too close together Why Access Management Is Important Access management balances traffic safety and efficiency with reasonable property access.
    [Show full text]
  • Public Understanding of State Hwy Access Management Issues
    PUBLIC UNDERSTANDING OF STATE HIGHWAY ACCESS MANAGEMENT ISSUES Prepared by: Market Research Unit - M.S. 150 Minnesota Department of Transportation 395 John Ireland Boulevard St. Paul, MN 55155 Prepared for: Office of Access Management - M.S. 125 Minnesota Department of Transportation 555 Park Street St. Paul, MN 55103 Prepared with Cook Research & Consulting, Inc. assistance from: Minneapolis, MN Project M-344 JUNE 1998 TABLE OF CONTENTS Page No. I. INTRODUCTION A. Background ............................................... 1 B. Study Objectives ........................................... 2 C. Methodology .............................................. 4 II. DETAILED FINDINGS ......................................... 7 A. Duluth -- U S Highway 53/State Highway 194 ..................... 7 1. Description of Study Area .................................. 7 2. General Attitudes/Behavior ................................ 7 a. Respondents' Use of Roadway ........................... 8 b. Roadway Purpose ..................................... 8 c. Traffic Flow vs. Access to Businesses ..................... 9 3. Perceived Changes in Study Area .......................... 10 a. Changes to Roadway ................................. 10 b. Changes in Land Use ................................. 11 c. Land Use/Roadway Relationship ........................ 11 4. Roadway Usefulness .................................... 11 a. How Well Does the Road Work? ........................ 11 b. Have You Changed How You Drive the Road? ............. 12 c. Safety/Risks of
    [Show full text]
  • Article 4 Subdivision Design Standards
    ARTICLE 4 SUBDIVISION DESIGN STANDARDS SECTIONS: 4-101 APPLICABILITY 4-102 STREET STANDARDS 4-103 ALLEYS 4-104 BLOCK STANDARDS 4-105 LOTS 4-106 EASEMENTS 4-107 DRAINAGE 4-108 WATER AND SEWER FACILITIES 4-109 LARGE LOT SUBDIVISIONS 4-110 PUBLIC SITES AND OPEN SPACES 4-111 BENCH MARKS, CORNER MONUMENTS, AND OTHER MARKERS 4-112 COMMUNITY ASSESTS 4-101 APPLICABILITY All subdivisions of land subject to these regulations shall conform to the following minimum design standards. Such design criteria shall govern the approval of subdivision plats by the Ellis County Joint Planning Commission and the Governing Body. All plats shall provide a minimum of eight (8) lots designed on an internal road network. Except in extremely unique circumstances as noted herein, no lots created shall front on or have direct access to any section-line road All plats shall be prepared under the direct supervision of a registered engineer and land surveyor of the State of Kansas, and all submittals shall bear the seal of said registered engineer and land surveyor. The plat document shall be prepared by the land surveyor and all supporting documentation for required by these regulations, such as drainage plans, street and utility designs, etc., shall be prepared by the engineer. All subdivisions shall be platted with due consideration toward sound traffic engineering principles, safe and accessible building sites, adequate methods of storm water drainage and provisions for a sanitary water supply and effective sewage disposal system. All subdivision plats shall be consistent with applicable County development plans and policies and shall be coordinated with existing, planned or committed public improvements.
    [Show full text]
  • Control of Highway Access Frank M
    Nebraska Law Review Volume 38 | Issue 2 Article 4 1959 Control of Highway Access Frank M. Covey Jr. Northwestern University Law School Follow this and additional works at: https://digitalcommons.unl.edu/nlr Recommended Citation Frank M. Covey Jr., Control of Highway Access, 38 Neb. L. Rev. 407 (1959) Available at: https://digitalcommons.unl.edu/nlr/vol38/iss2/4 This Article is brought to you for free and open access by the Law, College of at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Nebraska Law Review by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. CONTROL OF HIGHWAY ACCESS Frank M. Covey, Jr.* State control of both public and private access is fast becom- ing a maxim of modern highway programming. Such control is not only an important feature of the Interstate Highway Program, but of other state highway construction programs as well. Under such programs, authorized by statute, it is no longer possible for the adjacent landowner to maintain highway access from any part of his property; no longer does every cross-road join the highway. This concept of control and limitation of access involves many legal problems of importance to the attorney. In the following article, the author does much to explain the origin and nature of access control, laying important stress upon the legal methods and problems involved. The Editors. I. INTRODUCTION-THE NEED FOR ACCESS CONTROL On September 13, 1899, in New York City, the country's first motor vehicle fatality was recorded. On December 22, 1951, fifty- two years and three months later, the millionth motor vehicle traffic death occurred.' In 1955 alone, 38,300 persons were killed (318 in Nebraska); 1,350,000 were injured; and the economic loss ran to over $4,500,000,000.2 If the present death rate of 6.4 deaths per 100,000,000 miles of traffic continues, the two millionth traffic victim will die before 1976, twenty years after the one millionth.
    [Show full text]