Transportation Existing Conditions and Trends
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Directions to Mccormick.Indd
DIRECTIONS & ADDRESS TO: McCORMICK PLACE MARSHALLING AREA (3050 Moe Drive, Chicago, IL 60616) notes North of Chicago to McCormick Place: Interstate 90 (Kennedy Expressway) to Interstate 55 North. Take I-55 North until it ends. Bear right and EXIT at Lake Shore Drive South (41 south). Proceed approximately ½ mile and exit at 31st Street. Proceed up the exit ramp and bear right. Turn right at U-TURN BEFORE the stop light onto Moe Drive. If you went to the light you went too far. After making U- EXHIBITOR Turn go approximately ¼ of a mile to the fi rst stop sign. Turn left at the Stop sign and, YOU ARE THERE!!! West of Chicago to McCormick Place: Interstate 290 (Eisenhower Expressway) east to Interstate 94 (Dan Ryan Expressway). South on Interstate 94 (Dan Ryan Expressway) to Interstate 55 North. Take I-55 North until it ends. Bear right and EXIT at Lake Shore Drive South (41 south). Proceed approximately ½ mile and exit at 31st Street. Proceed up the exit ramp and bear right. Turn right at U-TURN BEFORE the stop light onto Moe Drive. If you went to the light you went too far. After making U-Turn go approximately ¼ of a mile to the fi rst stop sign. Turn left at the Stop sign and, YOU ARE THERE!!! Southwest of Chicago to McCormick Place: Interstate 55 North until it ends. Bear right and EXIT at Lake Shore Drive South (41 south). Proceed approximately ½ mile and exit at 31st Street. Proceed up the exit ramp and bear right. Turn right at U-TURN BEFORE the stop light onto Moe Drive. -
Top 10 Bridges by State.Xlsx
Top 10 Most Traveled U.S. Structurally Deficient Bridges by State, 2015 2015 Year Daily State State County Type of Bridge Location Status in 2014 Status in 2013 Built Crossings Rank 1 Alabama Jefferson 1970 136,580 Urban Interstate I65 over U.S.11,RR&City Streets at I65 2nd Ave. to 2nd Ave.No Structurally Deficient Structurally Deficient 2 Alabama Mobile 1964 87,610 Urban Interstate I-10 WB & EB over Halls Mill Creek at 2.2 mi E US 90 Structurally Deficient Structurally Deficient 3 Alabama Jefferson 1972 77,385 Urban Interstate I-59/20 over US 31,RRs&City Streets at Bham Civic Center Structurally Deficient Structurally Deficient 4 Alabama Mobile 1966 73,630 Urban Interstate I-10 WB & EB over Southern Drain Canal at 3.3 mi E Jct SR 163 Structurally Deficient Structurally Deficient 5 Alabama Baldwin 1969 53,560 Rural Interstate I-10 over D Olive Stream at 1.5 mi E Jct US 90 & I-10 Structurally Deficient Structurally Deficient 6 Alabama Baldwin 1969 53,560 Rural Interstate I-10 over Joe S Branch at 0.2 mi E US 90 Not Deficient Not Deficient 7 Alabama Jefferson 1968 41,990 Urban Interstate I 59/20 over Arron Aronov Drive at I 59 & Arron Aronov Dr. Structurally Deficient Structurally Deficient 8 Alabama Mobile 1964 41,490 Rural Interstate I-10 over Warren Creek at 3.2 mi E Miss St Line Structurally Deficient Structurally Deficient 9 Alabama Jefferson 1936 39,620 Urban other principal arterial US 78 over Village Ck & Frisco RR at US 78 & Village Creek Structurally Deficient Structurally Deficient 10 Alabama Mobile 1967 37,980 Urban Interstate -
UBS Commercial Mortgage Trust 2017-C2 Form FWP Filed 2017-07-25
SECURITIES AND EXCHANGE COMMISSION FORM FWP Filing under Securities Act Rules 163/433 of free writing prospectuses Filing Date: 2017-07-25 SEC Accession No. 0001539497-17-001217 (HTML Version on secdatabase.com) SUBJECT COMPANY UBS Commercial Mortgage Trust 2017-C2 Mailing Address Business Address 1285 AVENUE OF THE 1285 AVENUE OF THE CIK:1711142| State of Incorp.:DE | Fiscal Year End: 1231 AMERICAS AMERICAS Type: FWP | Act: 34 | File No.: 333-207340-02 | Film No.: 17979072 NEW YORK NY 10019 NEW YORK NY 10019 SIC: 6189 Asset-backed securities 212-713-2000 FILED BY UBS Commercial Mortgage Securitization Corp. Mailing Address Business Address 1285 AVENUE OF THE 1285 AVENUE OF THE CIK:1532799| IRS No.: 453587479 | State of Incorp.:DE | Fiscal Year End: 1231 AMERICAS AMERICAS Type: FWP NEW YORK NY 10019 NEW YORK NY 10019 SIC: 6189 Asset-backed securities 212-713-2000 Copyright © 2017 www.secdatabase.com. All Rights Reserved. Please Consider the Environment Before Printing This Document FREE WRITING PROSPECTUS FILED PURSUANT TO RULE 433 REGISTRATION FILE NO.: 333-207340-02 Copyright © 2017 www.secdatabase.com. All Rights Reserved. Please Consider the Environment Before Printing This Document Copyright © 2017 www.secdatabase.com. All Rights Reserved. Please Consider the Environment Before Printing This Document Copyright © 2017 www.secdatabase.com. All Rights Reserved. Please Consider the Environment Before Printing This Document STATEMENT REGARDING THIS FREE WRITING PROSPECTUS Nothing in this document constitutes an offer of securities for sale in any jurisdiction where the offer or sale is not permitted. The information contained herein is preliminary as of the date hereof, supersedes any such information previously delivered to you and will be superseded by any such information subsequently delivered prior to the time of sale and ultimately by the final prospectus relating to the offered certificates. -
Project Purpose and Need Statement June 2019
Norfolk Southern Railway Company Pittsburgh Vertical Clearance Projects Project Purpose and Need Statement June 2019 INTRODUCTION: These proposed projects are railway improvement projects on the Pittsburgh and Fort Wayne Rail Lines (together referred to as the Pittsburgh Line), owned and operated by Norfolk Southern Railway Company (NSR). The proposed projects consist of addressing freight capacity and delay constraints through the City of Pittsburgh, Allegheny County, Pennsylvania. The Pittsburgh Line serves rail freight traffic in interstate commerce and operates as a primary link through Pittsburgh between Chicago and the New York/New Jersey commercial markets. NSR is a common carrier and the Pittsburgh Line forms a critical component of NSR’s route between Chicago and the east coast, carrying a variety of commodities, both hazardous material such as chlorine, anhydrous ammonia, hydrogen fluoride, crude oil, and ethanol, as well as nonhazardous materials like coal, auto parts and finished vehicles, lumber, agricultural products, and intermodal containers and trailers. The six overhead clearance projects [North Avenue Bridge, Pittsburgh (PC-1.60); Pennsylvania Avenue Bridge, Pittsburgh (PC-1.82); Columbus Avenue Bridge, Pittsburgh (PC-2.17); Ohio Connecting (OC) Bridge Flyover, Pittsburgh (PC-3.38); Washington Avenue Bridge, Swissvale (PT-344.91); and Amtrak Station Canopy (PT-353.20)] have vertical obstructions along the Pittsburgh Line and prevent efficient movement of freight, especially time-sensitive intermodal freight, by rail between Chicago and New York/New Jersey, and specifically through Pennsylvania. Unused capacity exists on the Pittsburgh Line and these clearance projects will allow the line to accommodate anticipated freight growth while allowing for double-stack intermodal freight to use the Pittsburgh Line in lieu of the Mon Line. -
NORTH I-75 MASTER PLAN Summary Report
NORTH I-75 MASTER PLAN Summary Report Interstate 75 (SR 93) From the Florida’s Turnpike Interchange to the I-10 Interchange Alachua, Bradford, Clay, Citrus, Columbia, Duval, Levy, Marion, and Sumter Counties, Florida Financial Project ID: 191985-2-12-01 June 2017 Updated August 2017 TABLE OF CONTENTS 1 EXECUTIVE SUMMARY ............................................................................................................................................. 1 2 PROJECT BACKGROUND & PURPOSE .................................................................................................................... 2 2.1 Background ................................................................................................................................................................................................ 2 2.2 I-75 Relief Task Force Recommendations ...................................................................................................................................... 2 3 STUDY AREA CORRIDORS ........................................................................................................................................ 4 3.1 Study Area .................................................................................................................................................................................................. 4 4 STUDY METHODOLOGY & PUBLIC INVOLVEMENT ............................................................................................. 6 5 EXISTING AND FUTURE I-75 TRANSPORTATION ............................................................................................... -
Transportation Element
CHAPTER 3 CITY OF NORTH PORT COMPREHENSIVE PLAN _________________________________ TRANSPORTATION Transportation Element Table of Contents Chapter 3 Transportation Page Introduction 3-3 Transportation Issues Identified in the EAR 3-4 Functional Classification of Roads 3-6 Strategic Intermodal System 3-8 Roadway Jurisdiction and Maintenance 3-8 Parking Facilities 3-8 Traffic Generators 3-9 Traffic Counts 3-10 Intersection Deficiencies 3-10 Roadway Level of Service 3-10 State Highway System Levels of Service 3-11 Existing Level of Service Standards 3-12 Concurrency Management 3-14 Proportionate Fair Share 3-14 Access Management Strategies 3-15 U.S. 41 Corridor Master Plan 3-15 Transportation and Disaster Management 3-16 Future Growth and Transportation Improvements 3-17 Alternative Modes of Transportation 3-20 Intergovernmental Coordination 3-21 List of Illustrations TABLES 3-1 Existing Roadway Classification 3-7 3-2 Existing Roadway Lanes 3-8 3-3 Existing Roadway Jurisdiction 3-8 3-4 Backlogged and Constrained Facilities 3-14 3-5 Time to Clear Landfalling Storm for Evacuation Zones 3-17 Attachment 2007 Existing Traffic Counts Goals, Objectives, & Policies 3-22 Maps follow GOP’s 3-1 Existing & Future Transit Generators 3-5 Existing Roadway Lane Classification 3-2 Existing Roadway Jurisdictional 3-5a Future Roadway Lane Classification 3-2a Future Roadway Jurisdictional 3-6 Future Transportation 3-3 Level of Service 3-3b LOS C Congestion Levels 3-4 Existing Roadway Classification 3-2 Transportation Element TRANSPORTATION ELEMENT INTRODUCTION The goal of the transportation element is to develop an effective multi-modal transportation system which optimizes safety, convenience, cost, and pollution reduction practices by establishing internal and external transportation linkages between residential neighborhoods and activity centers. -
FEDERAL HIGHWAY ADMINISTRATION FINDING of NO SIGNIFICANT IMPACT for Indiana Project Des. Number 1400075 Interstate 465 (I-465) A
FEDERAL HIGHWAY ADMINISTRATION FINDING OF NO SIGNIFICANT IMPACT For Indiana Project Des. Number 1400075 Interstate 465 (I-465) and I-69/Binford Boulevard (a.k.a. “Clear Path 465”) Indianapolis, Indiana The approved Environmental Assessment (EA) was released for public involvement by the Federal Highway Administration (FHWA) on September 23, 2020. A virtual public information meeting was held on October 13, 2020 and an in-person public hearing was held on October 14, 2020. The Indiana Department of Transportation (INDOT) proposes to modify the I-465/I-69 interchange and add Interstate travel lanes in the northeast side of Indianapolis, Indiana. The project, also known as “Clear Path 465”, will improve traffic congestion and correct safety and operational problems. The Clear Path 465 project begins along I-465 approximately 2.4 miles west of I-69 at the White River Bridge, continues through the I-69 interchange, and terminates approximately 2.2 miles south of I-69 at the I-465 bridge over Fall Creek Road. Southwest of the I-465/I- 69 interchange, the project begins on Binford Boulevard approximately 0.8 mile south of 75th Street and extends northeast along Binford Boulevard and I-69, terminating approximately 1.4 miles northeast of the I-465/I-69 interchange. The project includes the following interchanges: the I-465/Allisonville Road interchange, the I-465/I-69 interchange, and the I-69/82nd Street interchange. The Selected Alternative includes the following project elements (a full project description is identified as the “Preferred Alternative” and included in the Environmental Assessment Document): - I-465 and I-69 will be reconstructed to include added through and auxiliary lanes. -
Anthony Wayne M Em 0 R· I a L
\ I ·I ANTHONY WAYNE M EM 0 R· I A L 'I ' \ THE ANTHONY WAYNE MEMORIAL PARKWAY PROJECT . in OHIO -1 ,,,, J Compiled al tlze Request of the ANTHONY WAYNE MEMO RIAL LEGISLATIVE COMMITTEE by lhr O..H. IO STATE ARCHAEOLOGICAL and H ISTORICAL SOCIETY 0 00 60 4016655 2 I• Columbus, Ohio 1944 ' '.'-'TnN ~nd MONTGOMERY COt Jt-rt"-' =J1UC llBR.APV Acknowledgments . .. THE FOLLOWING ORGANIZATIONS ass isted lll the compilation of this booklet : The A nthony Wayne Memo ri al J oint L egislative Cammi ttee The Anthony \Vayne Memori al Associati on The! Toledo-Lucas County Planning Commiss ions The Ohio D epa1 rtment of Conservation and Natural Resources The Ohio Department of Highways \ [ 4 J \ Table of Contents I Anthony Wayne Portrait 1794_ ·---···-· ·--· _____ . ----------- ·----------------- -------------------. _____ Cover Anthony Wayne Portrait in the American Revolution ____________________________ F rrm I ispiece Ii I I The Joint Legislative Committee_______ --------····----------------------------------------------------- 7 i· '#" j The Artthony Wayne Memorial Association ___________________________________ .-------------------- 9 I· The Ohio Anthony Wayne Memorial Committee _____________________________________ ---------- 11 I I I Meetings of the Joint Legislative Committee·------·--------- -·---------------------------------- 13 I I "Mad Anthony" Wayne a'dd the Indian \Vars, 1790-179.'---------------------------------- 15 lI The Military Routes of Wa.yne, St. Clair, and Harmar, 1790-179-t- ___________ . _______ 27 I The Anthony Wayne Memorial -
Featured Property Highlights Clinton Street Retail/Warehouse
INVESTMENT FOR SALE Clinton Street Retail/Warehouse 6844 N. Clinton Street Fort Wayne, Indiana 46825 Featured Property Highlights – 6,668 SF Free-standing Retail Site with 1,064 SF Storage Barn – Investment Opportunity – Great Floor Plan with offices and warehouse / Built-in 1958 – Two Overhead Doors with fenced yard and ample parking – Located on the northeast side of Fort Wayne within minutes from I-69 and I-469 JOHN CAFFRAY ANDREW ECKERT ROBERT DOYLE ANGIE DAVIS Vice President of Brokerage Broker Broker Brokerage Administrator 260 424 8448 260 424 8448 260 424 8448 260 424 8448 [email protected] [email protected] [email protected] [email protected] SturgesProperty.com 202 West Berry Street, Suite 500, Fort Wayne, IN 46802 260 424 8448 INVESTMENT FOR SALE Clinton Street Retail/Warehouse 6844 N. Clinton Street Fort Wayne, Indiana 46825 Property Description Free-standing 6,668 SF flexible space with 5,180 SF on the first floor and 1,488 SF Mezzanine. The building includes a showroom, private o ces, heated and cold storage, private restroom, and two overhead doors. Mezzanine space includes private o ces, a restroom, and unfinished cold storage. The property is located on North Clinton Drive, minutes from Interstate 69 and Interstate 469, Parkview Regional Medical Center, Concordia Theological Seminary, Purdue University Fort Wayne, Ivy Tech Community College, shopping, restaurants, and residential. JOHN CAFFRAY ANDREW ECKERT ROBERT DOYLE ANGIE DAVIS Vice President of Brokerage Broker Broker Brokerage Administrator 260 424 8448 260 424 8448 260 424 8448 260 424 8448 john.ca[email protected] [email protected] [email protected] [email protected] SturgesProperty.com 202 West Berry Street, Suite 500, Fort Wayne, IN 46802 260 424 8448 INVESTMENT FOR SALE Clinton Street Retail/Warehouse 6844 N. -
Merchant Street Bridge Project City of Pittsburgh, Allegheny County FREQUENTLY ASKED QUESTIONS July 27, 2020
Merchant Street Bridge Project City of Pittsburgh, Allegheny County FREQUENTLY ASKED QUESTIONS July 27, 2020 1. What is the purpose and need for this project? The purpose of the Merchant Street Bridge Project is to maintain safe freight and passenger rail operations along the Fort Wayne Line to continue the efficient transportation of goods and people between Chicago and the New York/New Jersey commercial markets, as well as within local markets. The bridge structure has reached the end of its useful life and engineering inspections have identified a need to address these problems in order to maintain safe interstate rail transportation along the Fort Wayne Line. The bridge carrying the Fort Wayne Line over Merchant Street has safety deficiencies that have the potential to create risks to current rail traffic and forecasted rail traffic increases throughout the United States and within Pennsylvania and the Pittsburgh region in particular. The project need for the Merchant Street Bridge project is to address safety, reliability, and facility deficiencies. Additionally, the City of Pittsburgh has requested the roadway profile at Merchant Street be lowered to allow emergency vehicles to pass under the bridge. 2. How will the Merchant Street Bridge Project affect air quality, noise, and vibration in the area? The Merchant Street Bridge Project would not result in any significant effect on air quality, noise, or vibration. The on-alignment replacement of the Merchant Street Bridge would not significantly affect air emissions. Minor temporary emissions will result for a short duration relating to construction equipment for the bridge replacement work. According to the Federal Transit Administration’s Transit Noise and Vibration Impact Assessment Manual, adopted by Federal Railroad Administration, the reconstruction of facilities that occupy substantially the same geographic footprint and do not result in a change in functional use, such as improvements to existing bridges, would not require noise impact analysis because the project would not change the noise source. -
Fort Knox, Kentucky
Fort Knox, Kentucky JOINT LAND USE STUDY (JLUS) 2008 Update Prepared for: FORT KNOX JLUS EXECUTIVE COMMITTEE June, 2008 This manual was prepared under contract from Lincoln Trail Area Development District, Elizabethtown, Kentucky, with financial support provided by the Office of Economic Adjustment, Department of Defense. The content reflects the views of Lincoln Trail Area Development District and does not necessarily reflect the views of the Office of Economic Adjustment TABLE OF CONTENTS Page SECTION I: Description of Joint Land Use Study 1 Purpose 1 Scope 2 Organization 2 Study Methodology 3 SECTION II: Study Area Profile 5 Study Area Boundaries 5 Physical Setting and Population 5 Study Area Land Use 6 Physical Features 10 Utility Services Infrastructure 19 Transportation 24 Mission Encroachment 32 Noise/Vibrations 37 Compatible Land Use Buffer Zone 39 SECTION III: Land Use and Mission Compatibility Plan 58 Impact Analysis 58 Goals and Objectives 63 SECTION IV: Implementation Schedule 67 List of Appendices Appendix A-Kentucky Transportation Cabinet Six-Year Highway Plan Appendix B-Summary of State and Federal Economic Development Incentive and Assistance Programs Appendix C-Maps Section I Description of Joint Land Use Study SECTION I DESCRIPTION OF JOINT LAND USE STUDY PURPOSE Fort Knox is a compelling economic, historic, and cultural presence in our tri-county region. It is a certified Kentucky City covering approximately 170.4 square miles; the seventh largest community in Kentucky. Fort Knox was occupied by American Soldiers as early as the civil War, and the government considered the site for a military post in 1903. Congress allocated $1.6 million to purchase 40,000 acres in 1918 and construction of facilities began in July of that year. -
History of the Fort Wayne Parks Thru 2019
History of the Fort Wayne Parks and Recreation Department The Honorable Mayor Henry C. Berghoff appointed the first Board of Park Commissioners in 1905. The following members were confirmed by city council on June 6: Oscar W. Tresselt, David N. Foster, Joseph M Singmaster, and Ferdinard Meier. Ferdinand Meier was elected president and the board entered upon the discharge of its duties, taking over from the Board of Public Works. The following highlights track the history of the park system since 1863. Year Event 1863 Old Fort Park, first city park, purchased by Mr. Henry Williams and given to city. (Site of Anthony Wayne’s first fort.) 1866 Northside Park acquired to be home of the Indiana State Fair. 1869 Colonel Thomas W. Swinney leased his property to the City. It became known as Swinney Park. 1875 Colonel Swinney died and bequeathed his property to the City as a park with the condition that his family should have the home as long as they lived. 1876 Hayden Park acquired. 1880 Reservoir Park developed when the City reservoir was built. 1886 McCulloch Park given to the City by Mr. Hugh McCulloch. 1893 City leased more land for Swinney Park from Swinney heirs. 1894 Park Department formed under control of the Board of Public Works. 1895 Colonel Foster headed up a committee to investigate formation of a municipal park board. He believed that Fort Wayne should have a city park within a 10 minute walk of every home. 1900 Northside Park (Clinton & 4th St.) renamed Lawton Park to honor General Henry Lawton.