APPENDIX E History and Projection of Traffic, Toll Revenues and Expenses and Review of Physical Conditions of the Facilities Of
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WASHINGTON BRIDGE, Over the Harlem River from West 18Lst Street, Borough of Manhattan, to University Avenue, Borough of the Bronx
Landmarks Preservation Commission September 14, 1982, Designation List 159 LP-1222 WASHINGTON BRIDGE, over the Harlem River from West 18lst Street, Borough of Manhattan, to University Avenue, Borough of the Bronx. Built 1886-89; com petition designs by Charles C. Schneider and Wilhelm Hildenbrand modified by Union Bridge Company, William J. McAlpine, Theodore Cooper, and DeLemos & Cordes; chief engineer William R. Hutton; consulting architect Edward H. Kendall. Landmark Site: Manhattan Tax Map Block 2106, Lot 1 in part; Block 2149, Lot 525 in part, consisting of those parts of these ldta upon which the structure and approaches of the bridge rest. The Bronx Tax Map Block 2538, Lot 32 in part; Block 2880, Lots 1 & 250 both in part; Block 2884, Lots 2, 5 & 9 all in part, con sisting of those parts of these lots upon which the structure and approaches of the bridge rest. Boundaries: The Washington Bridge Landmark is encompassed by a line running southward parallel with the eastern curb line of Amsterdam Avenue; a line running eastward which is the extension of the southern curb line of West 181st Street to the point where it crosses Undercliff Avenue; a line running northward parallel with the eastern curb line of Undercliff Avenue; a line running westward from Undercliff Avenue which intersects with the extension of the northern curb lin~ of West 181st Street, to_t~~ point of beginning. On November 18, 1980, the Landmarks Preservation Commission held a public hearing on the proposed designation as a Landmark of the Washington Bridge and the pro posed designation of the related Landmark Site (Item No 8.). -
CTBUH Journal
About the Council The Council on Tall Buildings and Urban Habitat, based at the Illinois Institute of Technology in CTBUH Journal Chicago and with a China offi ce at Tongji International Journal on Tall Buildings and Urban Habitat University in Shanghai, is an international not-for-profi t organization supported by architecture, engineering, planning, development, and construction professionals. Founded in 1969, the Council’s mission is to disseminate multi- Tall buildings: design, construction, and operation | 2014 Issue IV disciplinary information on tall buildings and sustainable urban environments, to maximize the international interaction of professionals involved Case Study: One Central Park, Sydney in creating the built environment, and to make the latest knowledge available to professionals in High-Rise Housing: The Singapore Experience a useful form. The Emergence of Asian Supertalls The CTBUH disseminates its fi ndings, and facilitates business exchange, through: the Achieving Six Stars in Sydney publication of books, monographs, proceedings, and reports; the organization of world congresses, Ethical Implications of international, regional, and specialty conferences The Skyscraper Race and workshops; the maintaining of an extensive website and tall building databases of built, under Tall Buildings in Numbers: construction, and proposed buildings; the Unfi nished Projects distribution of a monthly international tall building e-newsletter; the maintaining of an Talking Tall: Ben van Berkel international resource center; the bestowing of annual awards for design and construction excellence and individual lifetime achievement; the management of special task forces/working groups; the hosting of technical forums; and the publication of the CTBUH Journal, a professional journal containing refereed papers written by researchers, scholars, and practicing professionals. -
Lower Manhattan
WASHINGTON STREET IS 131/ CANAL STREETCanal Street M1 bus Chinatown M103 bus M YMCA M NQRW (weekday extension) HESTER STREET M20 bus Canal St Canal to W 147 St via to E 125 St via 103 20 Post Office 3 & Lexington Avs VESTRY STREET to W 63 St/Bway via Street 5 & Madison Avs 7 & 8 Avs VARICK STREET B= YORK ST AVENUE OF THE AMERICAS 6 only6 Canal Street Firehouse ACE LISPENARD STREET Canal Street D= LAIGHT STREET HOLLAND AT&T Building Chinatown JMZ CANAL STREET TUNNEL Most Precious EXIT Health Clinic Blood Church COLLISTER STREET CANAL STREET WEST STREET Beach NY Chinese B BEACH STStreet Baptist Church 51 Park WALKER STREET St Barbara Eldridge St Manhattan Express Bus Service Chinese Greek Orthodox Synagogue HUDSON STREET ®0= Merchants’ Fifth Police Church Precinct FORSYTH STREET 94 Association MOTT STREET First N œ0= to Lower Manhattan ERICSSON PolicePL Chinese BOWERY Confucius M Precinct ∑0= 140 Community Plaza Center 22 WHITE ST M HUBERT STREET M9 bus to M PIKE STREET X Grand Central Terminal to Chinatown84 Eastern States CHURCH STREET Buddhist Temple Union Square 9 15 BEACH STREET Franklin Civic of America 25 Furnace Center NY Chinatown M15 bus NORTH MOORE STREET WEST BROADWAY World Financial Center Synagogue BAXTER STREET Transfiguration Franklin Archive BROADWAY NY City Senior Center Kindergarten to E 126 St FINN Civil & BAYARD STREET Asian Arts School FRANKLIN PL Municipal via 1 & 2 Avs SQUARE STREET CENTRE Center X Street Courthouse Upper East Side to FRANKLIN STREET CORTLANDT ALLEY 1 Buddhist Temple PS 124 90 Criminal Kuan Yin World -
Hudson Yards 2019-30HY Mortgage Trust Table of Contents
JUNE 2019 STRUCTURED FINANCE: CMBS PRESALE REPORT Hudson Yards 2019-30HY Mortgage Trust Table of Contents Capital Structure 3 Transaction Summary 3 Rating Considerations 5 DBRS Viewpoint 5 Strengths 6 Challenges & Considerations 6 Property Description 8 Tenant and Lease Summary 9 Market Overview 10 Local Economy 10 Office Market 11 Office Submarket Description 12 Competitive Set 13 5 Manhattan West 13 55 Hudson Yards 13 10 Hudson Yards 13 441 Ninth Avenue 13 1 Manhattan West 14 The Farley Building 14 50 Hudson Yards 14 Sponsorship 14 DBRS Analysis 15 Site Inspection Summary 15 DBRS NCF Summary 16 DBRS Value Analysis 17 DBRS Sizing Hurdles 17 Loan Detail & Structural Features 18 Transaction Structural Features 19 Methodology 20 Surveillance 21 Chandan Banerjee Edward Dittmer Senior Vice President Senior Vice President +1 (212) 806 3901 +1 212 806 3285 [email protected] [email protected] Kevin Mammoser Erin Stafford Managing Director Managing Director +1 312 332 0136 +1 312 332 3291 [email protected] [email protected] HUDSON YARDS 2019-30HY JUNE 2019 Capital Structure Description Rating Action Class Amount Subordination DBRS Rating Trend Class A New Rating – Provisional 348,695,000 35.831% AAA (sf) Stable Class X New Rating – Provisional 389,169,000 -- AAA (sf) Stable Class B New Rating – Provisional 40,474,000 28.383% AA (high) (sf) Stable Class C New Rating – Provisional 38,758,000 21.507% A (high) (sf) Stable Class D New Rating – Provisional 147,887,000 10.621% A (low) sf Stable Class E New Rating – Provisional 144,286,000 0.000% BBB (sf) Stable Class RR NR 30,320,000 0 NR Stable RR Interest NR 7,580,000 0 NR Stable 1. -
History and Aesthetics in Suspension Bridges
History and Aesthetics in Suspension Bridges 1 6-01 john a roebling_150dpi.jpg Today we trace the evolution of steel bridge design from its first American innovator, JA Roebling up through 1930’s New York In the 30’s in New York, despite hard economic times, many huge structures were erected 2 6-02 empire state building_150dpi.jpg The Empire State Building, tallest in the world About which more later 3 6-03 george washington bridge_150dpi.jpg The GW Bridge, longest suspension span by a factor of two, and 4 6-04 bayonne bridge_150dpi.jpg The Bayonne Bridge, longest arch span in the world, barely surpassing the Sydney Harbor Bridge 5 6-05 othmar ammann_150dpi.jpg These last two were both designed by Othmar H. Ammann, the greatest bridge artist to use steel as his material Ammann was born in Bern, graduated 1902 from ETH and 1904 to USA. Worked from 1912-23 for Lindenthal He would study under Karl Ritter protégé of Carl Cullmann The Swiss were uniquely able to mediate the scientific rigor of the germans with the design elegance of the French 6 6-06 hell gate and triborough bridges_150dpi.jpg The story of Ammann and the GWB begins with Gustav Lindenthal, the dean of American bridge engineers Ammann had cut his teeth as design assistant to Gustav Lindenthal at the Hellgate Bridge The last great bridge of the railroad bridges. From here on the great bridges would carry road traffic rather than trains Here we see two bridges, Hellgate and Triborough, on which Ammann would work, but not express his aesthetic vision 7 6-08 gustav lindenthal_150dpi.jpg Hellgate designer Lindnethal Born in Brunn in Austria, now Brno in the Czech Republic Designed a bridge at Pittsburgh, a lenticular truss to replace Roebling’s Smithfield St. -
New York City Comprehensive Waterfront Plan
NEW YORK CITY CoMPREHENSWE WATERFRONT PLAN Reclaiming the City's Edge For Public Discussion Summer 1992 DAVID N. DINKINS, Mayor City of New lVrk RICHARD L. SCHAFFER, Director Department of City Planning NYC DCP 92-27 NEW YORK CITY COMPREHENSIVE WATERFRONT PLAN CONTENTS EXECUTIVE SUMMA RY 1 INTRODUCTION: SETTING THE COURSE 1 2 PLANNING FRA MEWORK 5 HISTORICAL CONTEXT 5 LEGAL CONTEXT 7 REGULATORY CONTEXT 10 3 THE NATURAL WATERFRONT 17 WATERFRONT RESOURCES AND THEIR SIGNIFICANCE 17 Wetlands 18 Significant Coastal Habitats 21 Beaches and Coastal Erosion Areas 22 Water Quality 26 THE PLAN FOR THE NATURAL WATERFRONT 33 Citywide Strategy 33 Special Natural Waterfront Areas 35 4 THE PUBLIC WATERFRONT 51 THE EXISTING PUBLIC WATERFRONT 52 THE ACCESSIBLE WATERFRONT: ISSUES AND OPPORTUNITIES 63 THE PLAN FOR THE PUBLIC WATERFRONT 70 Regulatory Strategy 70 Public Access Opportunities 71 5 THE WORKING WATERFRONT 83 HISTORY 83 THE WORKING WATERFRONT TODAY 85 WORKING WATERFRONT ISSUES 101 THE PLAN FOR THE WORKING WATERFRONT 106 Designation Significant Maritime and Industrial Areas 107 JFK and LaGuardia Airport Areas 114 Citywide Strategy fo r the Wo rking Waterfront 115 6 THE REDEVELOPING WATER FRONT 119 THE REDEVELOPING WATERFRONT TODAY 119 THE IMPORTANCE OF REDEVELOPMENT 122 WATERFRONT DEVELOPMENT ISSUES 125 REDEVELOPMENT CRITERIA 127 THE PLAN FOR THE REDEVELOPING WATERFRONT 128 7 WATER FRONT ZONING PROPOSAL 145 WATERFRONT AREA 146 ZONING LOTS 147 CALCULATING FLOOR AREA ON WATERFRONTAGE loTS 148 DEFINITION OF WATER DEPENDENT & WATERFRONT ENHANCING USES -
Appendix E: History and Projection of Traffic, Toll Revenues And
APPENDIX E HISTORY AND PROJECTION OF TRAFFIC, TOLL REVENUES AND EXPENSES and Review of Physical Conditions of the Facilities of Triborough Bridge and Tunnel Authority April 26, 2013 Prepared for the Triborough Bridge and Tunnel Authority A Constituent Agency of the Metropolitan Transportation Authority By TABLE OF CONTENTS Page TRANSPORTATION INFRASTRUCTURE ............................................................................. E-1 Triborough Bridge and Tunnel Authority (TBTA) .......................................................... E-1 Metropolitan Area Arterial Network ............................................................................... E-3 Other Regional Toll Facilities .......................................................................................... E-4 Regional Public Transportation ....................................................................................... E-5 TOLL COLLECTION ON THE TBTA FACILITIES ................................................................ E-5 Present and Proposed Toll Structures and Operation ...................................................... E-5 E-ZPass Electronic Toll Collection System ..................................................................... E-8 TBTA‘s Role in E-ZPass ............................................................................................... E-10 Passenger Car Toll Rate Trends and Inflation ............................................................... E-11 HISTORICAL TRAFFIC, REVENUES AND EXPENSES AND ESTIMATED/BUDGETED NUMBERS -
$223,355,000 Triborough Bridge and TUNNEL Authority Lehman
NEW ISSUE BOOK-ENTRY-ONLY $223,355,000 TRIBOROUGH BRIDGE AND TUNNEL AutHORITY (MTA Bridges and Tunnels) General Revenue Bonds, Series 2007A DATED: Date of Delivery DUE: November 15, as shown on the inside cover The Series 2007A Bonds are being issued to finance bridge and tunnel projects. The Series 2007A Bonds – • are general obligations of MTA Bridges and Tunnels, payable generally from the net revenues collected on the bridges and tunnels operated by MTA Bridges and Tunnels as described herein, and • are not a debt of the State or The City of New York or any other local government unit. MTA Bridges and Tunnels has no taxing power. In the opinion of Hawkins Delafield & Wood LLP, Bond Counsel to MTA Bridges and Tunnels, under existing law and relying on certain representations by MTA Bridges and Tunnels and assuming the compliance by MTA Bridges and Tunnels with certain covenants, interest on the Series 2007A Bonds is • excluded from a bondholder’s federal gross income under the Internal Revenue Code of 1986, • not a preference item for a bondholder under the federal alternative minimum tax, and • included in the adjusted current earnings of a corporation under the federal corporate alternative minimum tax. Also in Bond Counsel’s opinion, under existing law, interest on the Series 2007A Bonds is exempt from personal income taxes of New York State or any political subdivisions of the State, including The City of New York. The Series 2007A Bonds are subject to redemption prior to maturity as described herein. The Series 2007A Bonds are offered when, as, and if issued, subject to certain conditions, and are expected to be delivered through the facilities of The Depository Trust Company, on or about June 20, 2007. -
Q1 2016 New York Office Outlook
Office Outlook New York | Q1 2016 Vacancy moves higher as large blocks are added to the market • The Manhattan office market showed signs of caution in the first quarter of 2016 as vacancy moved higher and renewal activity increased. • While there have been concerns about slower expansion in the tech sector—as a result of a potential pullback in venture capital—the TAMI sector remained strong in Midtown South. • Investment sales activity slowed in the first quarter of the year after a strong 2015 with 120 sales totaling $12.3 billion, down nearly 20 percent year-over-year. JLL • Office Outlook • New York • Q1 2016 2 New York overview The Manhattan office market showed signs of caution in the first comprised the majority of leasing activity. McGraw Hill Financial Inc. quarter of 2016 as vacancy moved higher and renewal activity—rather renewed at 55 Water Street in Lower Manhattan for 900,027 square feet than relocations and expansions—captured the bulk of top in the largest lease of the quarter. Salesforce.com subleased 202,678 transactions. Manhattan Class A vacancy rose as several large blocks square feet at 1095 Avenue of the Americas in a transaction that were returned to the market. The vacancy rate for Midtown Class A included a provision to replace MetLife’s name atop the building with its space increased to 11.6 percent, up from 10.4 percent at year-end own, in full view of highly-trafficked Bryant Park. In Midtown South, 2015. Average asking rents were also higher as a result of newer and Facebook continued its massive expansion in a 200,668-square-foot higher quality product becoming available. -
F. Vehicular Traffic
Chapter 9: Transportation (Vehicular Traffic) F. VEHICULAR TRAFFIC EXISTING CONDITIONS STREET AND ROADWAY NETWORK Traffic conditions in the study area vary in relation to a number of factors—the nature of the street and roadway network, surrounding land uses and the presence of major traffic generators, and the intensity of interaction between autos, taxis, trucks, buses, deliveries, and pedestrians. The study area contains five subareas, or zones—Lower Manhattan, the Lower East Side, East Midtown, the Upper East Side, and East Harlem—and each has different street and roadway characteristics along its length. East Midtown, the Upper East Side, and East Harlem are characterized by a regular street grid, with avenues running north-south and streets running east- west. Each of the major north-south avenues—First, Second, Third, Lexington, Park, Madison, and Fifth Avenues—are major traffic carriers. There is just one limited-access roadway, the FDR Drive, which extends around the eastern edge of the study area from its northern end to its southern end. A general overview of the character of the street and roadway network in each of the five zones is presented below. Lower Manhattan is characterized by an irregular grid pattern south of Canal Street. Except for a few major arterials, most streets within the area are narrow with usually just one "moving" lane. Travel is time-consuming and slow along them. Pedestrian traffic often overflows into the street space, further impeding vehicular traffic flow. Water Street and Broadway are the two key north-south streets in this area, and carry two or more effective travel lanes, yet are often difficult to negotiate due to frequent double-parked truck traffic. -
Client Service and Attention Drive Carl Schipfmann's
CLIENT SERVICE AND ATTENTION DRIVE CARL SCHIPFMANN’S LEADERSHIP Schipfmann takes responsibility for HNTB’s reputation when delivering bridge projects to clients. Whether you are his client, supervisor, coworker or friend, Carl Schipfmann is going to present you with his genuine self. With a reputation as a dynamic leader, Schipfmann dedicates himself to his projects by embedding himself into their intricate, day-to-day details. Schipfmann is a veteran bridge project manager in the Kansas City office whose expertise includes bridge design, inspection and construction administration. He currently serves on the Kansas City design team that is working on the cable-stayed unit of the Kosciuszko Bridge Replacement, a New York City design-build project replacing the bridge spanning New Town Creek between Brooklyn and Queens. He has served HNTB on many bridge-related design projects over the past 22 years, and has provided shop drawing review and answered requests for information to provide clarification on numerous projects, all within schedule constraints. “Carl loves to get in and get his hands dirty with the design,” said Marc Whitmore, project CARL schipFMANN PROJECT MANAGER manager in the Kansas City office. “He thrives on the challenge of figuring out how to KANSAS CITY OFFICE design and build different components of his projects and really shines when handling technical issues.” DETAIL-ORIENTED LEADERSHIP Schipfmann’s bridge teams seem to respond well to his leadership style, which is as much relationship-oriented as anything else. Rather than listening to him bark out orders, his teams become closely knit while learning from the example of his attention to detail and dedication to client service. -
New York City Department of Transportation
INNOVATIONS & ACCOMPLISHMENTS East River Bridges A $3.14 billion reconstruction program is underway to rehabilitate all four East River crossings. In 2005, these bridges carried some 498,213 vehicles per day. In 2002, working in coordination with the NYPD and other law enforcement agencies, the Division implemented enhanced security measures on these bridges. This work is ongoing. BROOKLYN BRIDGE The Brooklyn Bridge carried some 132,210 vehicles per day in 2005. The $547 million reconstruction commenced in 1980 with Contract #1, and will continue with Contract #6, currently in the design phase and scheduled for completion in 2013. This contract will include the rehabilitation of both approaches and ramps, the painting of the entire suspension bridge, as well as the seismic retrofitting of the structural elements that are within the Contract #6 project limits. Engineering Landmark Plaque. (Credit: Russell Holcomb) 1899 Plaque Near the Franklin Truss of the Bridge, Marking the Site of George Washington’s First Presidential Mansion, Franklin House. (Credit: Hany Soliman) Historic Landmark, 1954 Reconstruction, and Two Cities Plaques. (1954 & Cities Credit: Michele N. Vulcan) 44 2006 BRIDGES AND TUNNELS ANNUAL CONDITION REPORT INNOVATIONS & ACCOMPLISHMENTS The fitting of the remaining bridge elements requiring seismic retrofitting will be carried out under a separate contract by the end of 2013. Work completed on the bridge to date includes reconditioning of the main cables, replacement of the suspenders and cable stays, rehabilitation of the stiffening trusses, and the replacement of the suspended spans deck. The next work scheduled for the bridge is a project to replace the existing travelers with a state of the art technology system.