Thoroughfare Master Plan
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American Title a Sociation ~ ~
OFFICIAL PUBLICATION AMERICAN TITLE A SOCIATION ~ ~ VOUJME XXXVI JUNE, 1957 NUMBER 6 TITLE NEWS Official Publication of THE AMERICAN TITLE ASSOCIATION 3608 Guardian Building-Detroit 26, Michigan Volume XXXVI June, 1957 Number 6 Table of Contents Introduction-The Federal Highway Program ......... ... ................ .. .................... 2 J. E. Sheridan Highway Laws Relating to Controlled Access Roads ..... .. ....... ........... 6 Norman A. Erbe Title Companies and the Expanded Right of Way Problems ...... ............. .. 39 , Daniel W. Rosencrans Arthur A. Anderson Samuel J. Some William A . Thuma INTRODUCTION The Federal Highway Program J. E. SHERIDAN We are extremely grateful to Nor veloped its planning sufficiently to man A. Erbe, Attorney General of the show to the satisfaction of the dis State of Iowa, for permission to re trict engineer the effect of the pro print his splendid brief embracing posed construction upon adjace.nt the highway laws of various states property, the treatment of access con relating to the control in access roads. trol in the area of Federal acquisi Mr. Erbe originally presented this m tion, and that appropriate arrange narrative form before the convention ments have been made for mainte of the Iowa Title Association in May nance and supervision over the land of this year. As is readily ascertain to be acquired and held in the name able, this is the result of a compre of the United States pending transfer hensive study of various laws touch· of title and jurisdiction to the State ing on the incidents of highway regu or the proper subdivision thereof." lations. Additionally, we are privi It is suggested that our members leged to carry the panel discussion bring this quoted portion to the at of the American Right of Way Asso tention of officers of the Highway ciation Convention held in Chicago, Department and the office of its legal May 16 and 17, dealing with "Title division, plus the Office of the Attor Companies and the Expanded Right ney General within the members' ju of Way Problems". -
ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue
ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue Alderman District 9 – Trevor Jung Existing pavement - Bituminous Right-of-way width - 16’ PCI – Alleys not rated Improvement Cost - Concrete at $74.00/ft Alderman Request Last Public Hearing Date – Never City of Racine - Assessment Schedule CITY ENGINEER'S OFFICE AUTHORITY - Benefits and Damage FOR: PORTLAND CEMENT CONCRETE PAVING RESOLUTION NUMBER 058319 15-May-20 LOCATION - Alley (NS) from Washington Ave to Wright Ave, Deane Blv Page 1 of 2 TAXNO NAME FRONTAGE RATE BENEFITS ADJUST SPEC. ADJ. ADDRESS MAILING ADDRESS ASSESSMENT 10192000 Mauer, Kristi L. 35.000$74.00 $2,590.00 $0.00 $0.00 1367 Deane Boulevard 1367 Deane Boulevard Racine, WI 53405 $2,590.00 10193000 Arndt, Ryan 35.000$74.00 $2,590.00 $0.00 $0.00 1365 Deane Boulevard 1365 Deane Boulevard Racine, WI 53405 $2,590.00 10194000 Kosterman, Robert P. & Margaret M. 35.000$74.00 $2,590.00 $0.00 $0.00 1363 Deane Boulevard 1363 Deane Boulevard Racine, WI 53405 $2,590.00 10195000 Lochowitz, Justin 35.000$74.00 $2,590.00 $0.00 $0.00 1359 Deane Boulevard 1359 Deane Boulevard Racine, WI 53405 $2,590.00 10195000 Lochowitz, Justin 35.000$74.00 $2,590.00 $0.00 $0.00 1359 Deane Boulevard 1359 Deane Boulevard Racine, WI 53405 $2,590.00 10196000 Johnson, Kenneth Sr. 35.000$74.00 $2,590.00 $0.00 $0.00 Cloyd, Christina 1355 Deane Boulevard 1355 Deane Boulevard Racine, WI 53405 $2,590.00 10197000 Garcia, Gregory 40.000$74.00 $2,960.00 $0.00 $0.00 1351 Deane Boulevard 1351 Deane Boulevard Racine, WI 53405 $2,960.00 10198000 Williams, Randall 40.000$74.00 $2,960.00 $0.00 $0.00 Veltus, Julie 1345 Deane Boulevard 5735 Ridgecrest Drive Racine, WI 53403 $2,960.00 10199000 Degroot, Matthew J. -
"2. Sidewalks". "Boston Complete Streets Design Guide."
Sidewalk Zone Widths The width of the sidewalk contributes to the degree of When making decisions for how to allocate sidewalk space, comfort and enjoyment of walking along a street. Narrow the following principles should be used: sidewalks do not support lively pedestrian activity, and may create dangerous conditions where people walk in the Frontage Zone street. Typically, a five foot wide Pedestrian Zone supports > The Frontage Zone should be maximized to provide space two people walking side by side or two wheel chairs passing for cafés, plazas, and greenscape elements along build- each other. An eight foot wide Pedestrian Zone allows two ing facades wherever possible, but not at the expense of pairs of people to comfortably pass each other, and a ten reducing the Pedestrian Zone beyond the recommended foot or wider Pedestrian Zone can support high volumes of minimum widths. pedestrians. Pedestrian Zone Vibrant sidewalks bustling with pedestrian activity are not > The Pedestrian Zone should be clear of any obstructions only used for transportation, but for social walking, lingering, including utilities, traffic control devices, trees, and furniture. and people watching. Sidewalks, especially along Downtown When reconstructing sidewalks and relocating utilities, all Commercial, Downtown Mixed-Use, and Neighborhood Main utility access points and obstructions should be relocated Streets, should encourage social uses of the sidewalk realm outside of the Pedestrian Zone. by providing adequate widths. > While sidewalks do not need to be perfectly straight, the SIDEWALKS Pedestrian Zone should not weave back and forth in the When determining sidewalk zone widths, factors to consider right-of-way for no other reason than to introduce curves. -
Adopted Text
THIS PAGE INTENTIONALLY LEFT BLANK Amendment No. 2017-28 Adopted November 17, 2020 AMENDMENT TO THE COMPREHENSIVE PLAN (2017 EDITION) The following changes to the Comprehensive Plan have adopted by the Board of Supervisors. To identify changes from the previously adopted Plan, new text is shown with underline and deleted text shown with strikethrough. MODIFY: Fairfax County Comprehensive Plan, 2017 Edition, Area III, Fairfax Center Area, as amended through 7-31-2018, Fairfax Center Area-Wide Recommendations, page 8, to delete strikethrough text: “The core area near the first Metrorail station is planned for a mix of uses at a variety of intensities, some of which are tied to the funding of the Metrorail extension, or in the interim, funding of a Bus Rapid Transit System. Any development or redevelopment occurring prior to the funding of the Metrorail extension should not preclude higher-intensity transit-oriented development that is envisioned in the future. …” MODIFY: Fairfax County Comprehensive Plan, 2017 Edition, Area III, Fairfax Center Area, Amended through 7-31-2018, Land Use Plan Recommendations – Suburban Center Core Area, Land Unit A, Land Use Recommendations, page 37: “Sub-unit A1 Baseline: Mixed use up to .15 FAR Overlay: Mixed use up to .65 FAR; 1.0 FAR Sub-unit A1 consists of approximately 133 acres, including a 109.5-acre portion that and contains the Fair Oaks regional mall Regional Mall at its center (“Mall Property” or “Mall”), as shown on Figure 11. and several Several office buildings, and hotels, and other commercial uses around its the perimeter of the Mall Property occupy the approximately 24-acre remainder of the sub-unit. -
95 Express Phase 3A-1 FPN #S: 433108-4-52-01 & 428009-1-52-01
95 Express Phase 3A-1 FPN #s: 433108-4-52-01 & 428009-1-52-01 95 Express Phase 3A-1 will extend the existing express lanes north from just south of Broward Boulevard to just north of Commercial Boulevard in Broward County. One lane will be added and the High Occupancy Vehicle (HOV) lane will be Contact Us… converted to create two express lanes in each direction. This project includes ramp signalization from Hallandale Beach Boulevard to Commercial Boulevard. Other Email: work includes: installing Intelligent Transportation System (ITS) and tolling [email protected] equipment; widening bridges; and installing noise barrier walls at locations along I- 95 Southbound between Broward Boulevard and NW 6th Street, and along I-95 Northbound between Powerline Road and Commercial Boulevard. Contract time Call: for this $149 million project began Monday, October 4, 2015, with design activities currently underway. Construction began August 21, 2016, and is expected to be Construction PIO completed Spring 2020. Please note that this schedule is subject to change due to Office: weather or other unforeseen circumstances. (954) 299-6561 As of Winter 2016, project activities are as follows: • Or Design, survey and maintenance activities • Broward Boulevard ramp widening and reconstruction • Broward Boulevard widening and paving For information about • I-95 northbound milling and resurfacing 95 Express including lane closure Lane Closures & Traffic Impacts: information visit: Lane closures are occuring in the work zone from 10:30 p.m. to 5:30 a.m. Sunday through Thursday. Entrance and exit ramps will be closed as needed. 95Express.com Upcoming Project Milestones (weather permitting): • Winter 2016/2017: Ongoing milling and resurfacing of I-95 northbound from Broward Boulevard to Oakland Park Boulevard • Winter 2016/2017: Broward Boulevard construction anticipated to be completed • Early 2017: Sound wall work will begin For around-the-clock, real time, I-95 traffic information, call 511. -
Phase II Highway Corridor Strategy Descriptions Technical
ENTRAL ORK OUNTY ONNECTIONS TUDY CENTRAL YORK COUNTY CONNECTIONS STUDY PHASE II HIGHWAY CORRIDOR STRATEGY DESCRIPTIONS PHASE II TECHNICAL MEMORANDUM SEPTEMBER 2011 Prepared for: Maine Department Maine Turnpike Authority of Transportation Prepared by: In association with: Morris Communications • Kevin Hooper Associates T.Y. Lin • Planning Decisions • Facet Decision Systems Dr. Charles Colgan, University of Southern Maine • Evan Richert Normandeau Associates • Preservation Company This document is formatted for two-sided printing. Document II-4 ENTRAL ORK OUNTY ONNECTIONS TUDY CENTRAL YORK COUNTY CONNECTIONS STUDY 1 INTRODUCTION This document summarizes the potential highway corridor improvements – called strategies – that are being tested and evaluated for Phase II of the Central York County Connections Study (CYCCS). Phase II Highway Strategies are a starting point in the development and consideration of candidate improvements for the study; they are not recommendations, nor are they the only strategies that will be studied. Phase II strategies are conceptual in nature, and not yet detailed, specific proposals. Strategies considered later in the study during Phase III, as well as those ultimately recommended by the study, may differ considerably from the initial strategies currently under evaluation in Phase II. Specific aspects of these initially proposed strategies may be dropped, carried forward or combined in different ways, depending on the results of the analyses conducted during Phase II. The study is guided by a Purpose and Need Statement, which articulates that the study is to identify transportation and related land use strategies that enhance economic development opportunities and preserve and improve the regional transportation system. Additional information on the study, including the full Purpose and Need Statement, is available at the project website: www.connectingyorkcounty.org. -
Chapter 9- the Circulation Plan (PDF)
CHAPTER 9- THE CIRCULATION PLAN The Circulation Plan in Middletown is coordinated with the State's system of expressways, including Interstate Route 91 about to be completed, Route 9 in the Connecticut valley and the future Route 6A across the State. Middletown needs a thoroughfare between Route I-91 near Country Club Road and the center. The Circulation Plan is also coordinated with the development of downtown Middletown, already described, including the circumferential "ring road" around the center. Regional Expressways The plan which the State Highway Department has made for a state-wide expressway system includes three such routes which traverse Middletown. Interstate Route 91 is under construction from New Haven northward and crosses the western part of the City. Meeting the Connecticut Turnpike at New Haven, this will be the principal approach to Middletown from the southwest, including metropolitan New York. This is scheduled to be completed by the end of 1965. Route 9 is the principal north-south artery of the Connecticut Valley. It passes through Middletown center as an at-grade boulevard along the riverfront mixing local and through traffic. South of the center, it has been improved as a four-lane expressway to a point near the Haddam town line. Its rebuilding as an expressway to the Connecticut Turnpike at Old Saybrook will be undertaken shortly. North of Middletown Route 9 will soon be relocated and rebuilt as an expressway, turning westerly from its present line to join I-91 in the western part of Cromwell. Thus traffic to Middletown from Hartford and the north will start on I-91 and transfer to the new Route 9 a few miles north of the City. -
I-82 Valley Mall Boulevard Full-Diamond Interchange Was Originally Built in 1964
PRACTICAL DESIGN AT WORK — DESIGN I-82 – Valley Mall Boulevard – construct roundabout Background Agriculture and tourism, key industries in the Yakima Valley, increase population and drive congestion along the Interstate 82 corridor. Valley Mall Boulevard, located south of Yakima in Union Gap, connects retail and commercial development to the interstate system and provides a direct route to the Yakima Air Terminal. In 2011, the Washington State Department of Transportation improved the Valley Mall Boulevard connection to the I-82 corridor by constructing three roundabouts; a modern traffic trend, somewhat new to the northwest. Practical design solution The I-82 Valley Mall Boulevard full-diamond interchange was originally built in 1964. Minor improvements including widening ramps were complete in 1997. With three stoplights at the ramp terminal, the interchange configuration and traffic flow was not keeping up with the demands of growing retail and commercial development. Congestion at peak travel times resulted in long delays and an increased risk of collisions as traffic backed up onto the freeway. Engineers worried about safety as T-bone and rear-end collisions increased. Typical design options for the congestion and safety issues would entail costly ramps and bridges. The final design chosen embodied modern day practical design concepts. The project used three roundabouts to connect the on-ramps and off-ramps to Valley Mall the city of Union Gap, local businesses The diamond interchange had Boulevard and the adjacent local street, and the public through design and exceeded its service life and was at to improve traffic flow, reduce the risk construction. WSDOT attended city capacity. -
Boulevard Planting ORDINANCE.Pdf
ORDINANCE CITY OF SAINT PAUL, MINNESOTA An ordinance establishing height limits for boulevard plantings. THE COUNCIL OF THE CITY OF SAINT PAUL DOES ORDAIN: Chapter 105, Sec. 105.04 of the Saint Paul Legislative Code is hereby amended to read as follows: Sec. 105.04. - Boulevard planting. (a) Purpose. It is the purpose and intent of the city to allow property owners to plant and maintain the boulevard areas adjoining their property in a manner which enhances and improves the aesthetic appearance of city streets, avenues and alleys. (b) Definitions. Boulevard shall mean the public right-of-way lying between the property line and sidewalk, and between the sidewalk and the roadway, or where no sidewalk exists, between the property line and the roadway. Boulevard plantings shall mean plantings that do not meet the definition of boulevard rain garden. Boulevard rain garden shall mean a landscaped depressed area that can hold stormwater runoff from impervious surfaces while it infiltrates into the soil below. Drip line shall mean an imaginary vertical line that extends from the outermost branches of a tree's canopy to the ground. Noxious weeds shall mean the annual, biennial and perennial plants which are deemed by the commissioner of agriculture to be injurious to public health, environment, public roads, crops, livestock and other property, as set forth in Minn. Rules 1505.0730, including but not limited to: Convolvulus arvensis (field bindweed), Cannabis sativa (hemp), Rhus radicans (poison ivy), Euphorbia esula (leafy spurge), Sonchus arvensis (perennial sow thistle), Cirsium vulgare (bull thistle), Cirsium arvense (Canada thistle), Carduus nutans (musk thistle) and Carduus acanthoides (plumeless thistle). -
From Bifurcation to Boulevard
FROM BIFURCATION TO BOULEVARD: Tampa’s Future Without I-275 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT I-275 IS EXPENDABLE I-275 IS NOT REGIONAL I-275 N/S AADT I-75 Jct. to Bearss Ave. Bearss Ave. to Fletcher Ave. Fletcher Ave. to Fowler Ave. Fowler Ave. to Busch Blvd. Busch Blvd. to Bird St. Bird St. to Sligh Ave. Sligh Ave. to Hillsborough Ave. Hillsborough Ave. to MLK Blvd. MLK Blvd. to Floribraska Ave. Floribraska Ave. to Columbus Dr. Columbus Dr. to I-4 Intchg. 0 20000 40000 60000 80000 100000 120000 140000 160000 180000 I-275 N/S CAR TRAFFIC AADT I-275 N/S TRUCK TRAFFIC AADT I-275 N/S TRAFFIC AADT I-275 N/S AADT BY EXIT ON/OFF RAMP 35000 30000 25000 20000 15000 10000 5000 0 Bearss Ave. Fletcher Ave. Fowler Ave. Busch Blvd. Bird St.* Sligh Ave. Hillsborough MLK Blvd. Floribraska Ave.* Ave.** SB OFF RAMP NB ON RAMP NB OFF RAMP SB ON RAMP I-275 BISECTS COMMUNITIES BUSCH SLIGH MLK FLORIDA FLORIDA FLORIDA NEBRASKA NEBRASKA NEBRASKA HILLSBOROUGH COLUMBUS SLIGH I-275 LOWERS PROPERTY VALUES WHAT IS THE ALTERNATIVE? I-275 N/S AADT 175000 155000 135000 115000 95000 75000 DESIGN FOR THE 65% 55000 35000 15000 -5000 I-75 Jct. to Bearss Bearss Ave. to Fletcher Ave. to Fowler Ave. to Busch Busch Blvd. to Bird Bird St. -
Outline Business Case
West of England - Outline Business Case Project Title: A4174/Wraxall Road Roundabout Signal Scheme Project Owner: Richard Gillingham, South Gloucestershire Council Promoter and partners: South Gloucestershire Council Description of Intervention: Wraxall Road Roundabout is located on the A4174 Avon Ring Road in South Gloucestershire south- east of Kingswood and north-west of Cadbury Heath (see below). The northern and southern arms of the roundabout are the dual carriageway A4174. The side-road arms of Wraxall Road Roundabout are Wraxall Road to the west and Tower Lane to the east. A4174/Wraxall Road Roundabout To the north the A4174 continues through the A420 Roundabout that provides access to Kingswood and forms a major arterial route into Bristol. Further north the A4174 continues through the East Fringe to the M32 and the A38 beyond that to the west. The A4174 terminates some 3.6km to the south at Hicks Gate Roundabout at the intersection between the A4174 and the A4 with the latter providing a key strategic route into Brislington and Bristol, to the west, and towards Bath in the east. Wraxall Road Roundabout currently experiences congestion with delays mainly on the side-road arms during the weekday morning peak period of nearly 30 seconds according to journey time data, and delays of over a minute on most approaches during the weekday evening peak period. Delays on the A4174 southbound approach are nearly one and half minutes during this period. There are a number of development sites in the North and East Fringe that are either committed or in the planning process. -
A6120 Outer Ring Road Improvements Roundhay Park Lane
A6120 Outer Ring Road Improvements Roundhay Park Lane Sub-carriageway ducts to be installed off-peak under single lane closures. Wherever possible, where multiple ducts e.g.. Street lighting and UTMC cross adjacent these will be installed under the same closure , in a combined trench where possible or by separate resources when there is sufficient safe ty zone between them. Main drainage crossings also installed – Not shown for clarity Drawing Title Notes UTMC duct crossing Drawing Number E17015/SK/PH-1B/1 Rev 0 Outline Phasing Plan Enabling Works – Off peak Street lighting duct crossing Issue Date 01/10/2018 NPG Diversion duct crossing Drawn By Rob Evans A6120 Outer Ring Road Improvements Roundhay Park Lane Pedestrian route to be maintained Pedestrian route to be maintained by constructing verge half and half. by constructing verge half and half. Pedestrian route diverted into Pedestrian route diverted into carriageway within TM off-peak carriageway within TM off-peak when works dictate access is when works dictate access is required to full width of verge. required to full width of verge. Pedestrian routes to be maintained on existing footway which is to be re-surfaced only. Pedestrian route to be moved on to carriageway within TM off-peak to facilitate surfacing operations. Drawing Title Key Under Construction TM Limit Drawing Number E17015/SK/PH-1B/2 Rev 0 Outline Phasing Plan Stage 1 – – Peak Time Arrangement Completed Traffic Movement Issue Date 01/10/2018 Temporary Surfacing Pedestrian Route Drawn By Rob Evans A6120 Outer Ring Road Improvements Roundhay Park Lane Pedestrian route to be maintained Pedestrian route to be maintained by constructing verge half and half.