5.5 Multimodal Transportation Center/Midtown TOD

Total Page:16

File Type:pdf, Size:1020Kb

5.5 Multimodal Transportation Center/Midtown TOD 5.1 Introduction 5.2 Street Network CHAPTER 5.3 Streets and Blocks Plan 5.4 Active Transportation 5.5 Multimodal Transportation Center 5.6 City Center Circulator 5.0 5.7 Parking Management Plan 5.8 Strategies for Parking Management 5.9 Summary MOBILITY PLAN 5.1 Introduction GREAT STREETS To support the Development Plan, a multimodal network “Beyond functional purposes of of transportation facilities is proposed that provide permitting people to get from one access to and circulation within the City Center. As a master plan for the future of the City Center, it is place to another and to gain access to important to look well beyond the transportation patterns property, streets – most assuredly the of today to guide the transportation patterns of tomorrow. best streets -- can and should help to The Mobility Plan will be implemented progressively, in concert with implementation of the Development Plan, do other things: bring people together, to bring City Center from the infrastructure and travel help build community, cause people patterns of today to the vision of tomorrow. to act and interact, to achieve together what they might not alone. As such, The character of the roadways should reflect the intensity and connections of the adjacent land uses they streets should encourage socialization serve. Streets with more intensive concentrations of and participation of people in the retail, housing, office and other trip generators should community…The best streets create support high levels of pedestrian activity to, from and within these areas. Motorized and bicycle vehicular and leave strong, lasting, positive traffic needs for access and circulation in City Center impressions; they catch the eyes and must also be met, in harmony with the desired street the imagination.” environment, as well as reasonable accommodations -Allan B. Jacobs for parking of those vehicles. Transit circulator service within City Center can facilitate the dispersed utilization of parking and singular accommodation of multiple trip purposes within the three sub-districts, providing critical service with the potential advent of commuter rail service to Cedar Hill. An example of a walkable street 56 | CITY CENTER DEVELOPMENT PLAN Collector Roadways 5.2 The function of collector roadways is to serve as a Street Network conduit between local roadways and the network of arterial streets. Collector streets are differentiated Existing and new streets in City Center should be from arterials streets by their length and degree designed to serve multiple purposes as local movement of access to adjacent development. Collector corridors for people and vehicles, transit ways, parking streets are typically contiguous across one or more reservoirs, and extensions of the public realm. While the arterials roadways, but seldom more than one or design of individual streets and street segments may two miles in length. Driveway access onto collector vary considerably depending on their place within the roadways is seldom limited and parking along City Center and their role in the larger street network, collectors is often allowed, consistent with adjacent their intended character as active, attractive, and land use. Collector roadway cross sections can accessible public spaces should not be compromised. range from two lane streets to four lane sections depending on the local context of the adjacent land uses. Collector roadways are often good candidate Overview of Typologies streets for accommodating bicycles, either in The various levels of classifications of streets within shared lanes or separate bike lanes. Sidewalks Center City – arterials, collectors and local streets – can or sidepaths are to be provided along both sides be provided in a myriad of configurations to best serve of collector streets, typically separated from the the context of their surroundings. A typical street section roadway by a landscaped buffer and/or parking. may change from block to block, though the functional classification continues. The street classifications are Local Roadways typically defined in terms of accommodations for motor Local roadways will typically be two-way streets, vehicles, as described in the Transportation Plan chapter one lane in each direction, with curbside parallel of the 2008 Comprehensive Plan. These roadway parking and sidewalks or sidepaths on both classifications, and their implications for mobility sides. This typical section provides for minimal within this study area, are described in the following traffic flow accommodations and thus influences paragraphs. traffic calming. Direct access is provided to ground floor development. Overnight parking of Principal Arterial Roadways residential development in curbside parking may Principal arterial roadways carry traffic across reduce the net construction of off-street lots and major segments of the local region, with a primary structured parking for residential development. function of throughput, rather than property access. Many permutations on that basic configuration are Side street and driveway access onto principal possible for context sensitive solutions to the needs arterials is often limited by spacing requirements, of the adjacent development, including one-way and parking along principal arterial roadways is streets, angled parking, or no parking on one or not allowed. Sidewalks or sidepaths should be both sides near key developments such as the considered along principal arterials, especially future rail station. through concentrations of development, such as City Center, and as part of a regional plan for mobility. Minor Arterial Roadways Minor arterial roadways carry traffic across major segments of the City, often with connections to adjacent city arterials. Their primary function is throughput of traffic though of a more localized nature, connecting collector streets to major arterial streets, and local access is secondary. Driveway access onto minor arterials is often limited by spacing requirements, and parking along minor arterial roadways is seldom allowed. Sidewalks or sidepaths should be provided along minor arterials. Mobility Plan | 57 Functional Attributes of City Center Roadways Midtown Collector Roadways The City Center roadways must function within the Though classified on the City’s Thoroughfare Plan network of area roadways but incorporate attributes that as an arterial, Uptown Boulevard serves essentially are sensitive to the adjacent development. as a collector roadway extending between Uptown Village at FM 1382 and Belt Line Road, connecting Principal Arterial Roadways in City Center these arterial roadways to the development along FM 1382 is a regionally significant principal the local roadways. Its urban four-lane divided arterial roadway. FM 1382 is a TxDOT-owned roadway section is consistent with the Minor and maintained roadway, with a divided six lane Arterial classification and provides adequate traffic cross section plus auxiliary turn lanes. FM 1382 capacity for the anticipated roadway uses (see forms a significant physical and psychological subsequent description of Uptown Boulevard traffic barrier between the Midtown and Uptown districts operations). Cedar Hill Road and Main Street also that can be overcome to some extent with proper serve as collector roadways through Midtown and accommodations. The Thoroughfare Plan (Map 16) should be designed with an urban section. Pioneer shows Uptown Boulevard as a principal arterial, Parkway is also a collector roadway between though it functions as more of a collector roadway Cedar Hill Road and Uptown Boulevard, and as described below. should be formally designated to extend between Uptown Boulevard and the US 75 Frontage Road. Uptown Minor Arterial Roadways These streets may have segments of curbside Cedar Hill Road is designated as a minor arterial parking appropriate for their adjacent development. on the City’s Thoroughfare Plan, calling for its Typically, these urban collector streets will have current four lanes divided plus adjacent sidewalk. bike lanes. No changes to this roadway are proposed, except to extend the sidewalks beneath FM 1382 to Downtown Collector Roadways connect to the proposed pedestrian network in Cooper Street is currently classified as a collector Midtown. roadway through Downtown. It may be designed with an urban or rural design cross section, in Midtown Minor Arterial Roadways context with the surrounding development, and Cedar Hill Road continues its designation on the allow parking along its length, as appropriate for Thoroughfare Plan as a minor arterial through the adjacent development. Midtown, and also as a greenway arterial corridor, from the undercrossing at FM 1382 to Belt Line Midtown Local Roadways Road. Currently it is a two lane rural roadway Midtown local streets should be an urban section from FM 1382 to the transition at Wylie Street to with two lanes, one in each direction, typically 15 N. Main Street, at which point N. Main Street has feet in width and shared with bicyclists. Curbside been improved to four lanes southward to Belt Line parking may be parallel or angled, depending on Road. Belt Line Road is also designated as a minor the nature of the adjacent development. Parallel arterial roadway through City Center, traversing parking allows for the roadway pavement to be entirely across Cedar Hill and into the adjoining narrower, and the potential for wider sidewalks cities and beyond to the west and east. Belt Line and/or buildings that are closer together. Angled Road is currently
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]
  • 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.
    [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]