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ColumbiaDoctors Riverdale 270 West 231st Street, Suite 101A Bronx, New York 10463 Located in Westchester County Suite W100 is located on the first floor of the west side of 155 White Plains Road. Enter the parking lot using the driveway at the traffic light and our suite will be to your immediate right. Please look for parking signs labeled "Reserved for W100 Patients." If you proceed to the top of the hill, you have passed our suite. Please note, you cannot access the first floor (W100) from the second floor of the west side of the building. Those who enter through the driveway on the east side of the building should drive to the back of the building and pass the second floor of the west entrance towards White Plains Road. Please look for parking signs labeled "Reserved for W100 Patients." Please note, you cannot access the first floor (W100) from the second floor of the west side of the building. From East Side of Manhattan: Take the FDR Drive, use middle lane to continue on Harlem River Drive and take Exit 18 for Willis Avenue Bridge toward I-87/Deegan Expressway. Use the left lane to merge onto Willis Avenue Bridge. Use the left lane to take the Major Deegan Expressway ramp to Albany. Merge onto I-87N to take Exit 10 for West 230th Street. Turn right onto West 230th Street. Turn left onto Bailey Avenue. Turn left at the first cross street onto Albany Crescent. Turn left at the first cross street onto West 231st Street and your destination will be on the left. From West Side of Manhattan: Take Henry Hudson Parkway to Exit 20 toward West 239th Street. Take Riverdale Avenue to West 231st Street. Merge onto Heard Hudson Parkway East. At the traffic circle, take the first exit onto West 239th Street. Continue onto Riverdale Avenue. Turn left onto West 23st Street. Destination will be on the right. Public Transportation: Via subway ─ 1 train to 231st Street Station. Bus ─ BX1, BX7, BX9, BX10, BX20, M1, M2 or M18. Parking: Parking available for a nominal fee. Contact us at: 212-305-0114 .

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C 1000385 MMM: Willis Avenue Bridge
CITY PLANNING COMMISSION July 27, 2011/Calendar No.2 C 100385MMM ___________________________________________ ________________________ IN THE MATTER OF an application, submitted by the Department of Transportation and the Department of Small Business Services, pursuant to Sections 1302, 197-c and 199 of the New York City Charter, and Section 5-430 et seq., of the New York City Administrative Code for an amendment to the City Map involving: • the modification of the lines and grades of the Willis Avenue Bridge, Harlem River Drive, and Marginal Street, Wharf or Place*; • The elimination of an elevated public highway; and • The delineation of bridge approach ramps, in Community District 11, Borough of Manhattan, in accordance with Map No. 30216 dated January 24, 2011 and signed by the Borough President. *This change to Marginal Street, Wharf or Place, where such Marginal Street, Wharf or Place is shown on any existing plans for the water front or portion thereof, shall be incorporated into the City Map. The application (C100385MMM) for an amendment to the City Map involving: the modification of the lines and grades of the Willis Avenue Bridge, Harlem River Drive, and Marginal Street, Wharf, or Place; elimination of an elevated public highway; and the delineation of bridge approach ramps was filed by the NYC Department of Transportation (DOT) and the NYC Department of Small Business Services (DSBS) on May 11, 2010. BACKGROUND The Department of Transportation and the Department of Small Business Services are requesting an amendment to the City Map involving the modification of the lines and grades of the Willis Avenue Bridge, Harlem River Drive, and Marginal Street, Wharf, or Place; elimination of an elevated public highway; and the delineation of bridge approach ramps, in order to facilitate the replacement of the Willis Avenue Bridge over the Harlem River and to provide a maintenance and emergency access area for both the Willis Avenue and JFK bridges, in the East Harlem neighborhood of Community District 11, Borough of Manhattan.
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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
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Federal Register/Vol. 67, No. 199/Tuesday, October
63546 Federal Register / Vol. 67, No. 199 / Tuesday, October 15, 2002 / Rules and Regulations Issued in Washington, DC, on this 8th day provided to the Coast Guard until the regulatory policies and procedures of October 2002. September 12, 2002, making it of the Department of Transportation Joseph H. Grant, impossible to draft or publish a NPRM. (DOT) (44 FR 11040; February 26, 1979). Deputy Executive Director and Chief, This closure is not expected to have a This conclusion is based on the fact Operating Officer, Pension Benefit Guaranty significant impact on navigation that the requested closures are of short Corporation. because vessel traffic on the Harlem duration and on Sunday when there [FR Doc. 02–26111 Filed 10–11–02; 8:45 am] River and Newtown Creek is mostly have been few requests to open these BILLING CODE 7708–01–P commercial vessels that normally pass bridges. under the draws without openings. The Small Entities commercial vessels that do require DEPARTMENT OF TRANSPORTATION openings are work barges that do not Under the Regulatory Flexibility Act operate on Sundays. Any delay (5 U.S.C. 601–612), we considered Coast Guard encountered in this regulation’s whether this rule would have a effective date would be unnecessary and significant economic impact on a 33 CFR Part 117 contrary to the public interest since substantial number of small entities. immediate action is needed to close the The term ‘‘small entities’’ comprises [CGD01–02–113] bridge in order to provide for public small businesses, not-for profit RIN 2115–AE47 safety and the safety of marathon organizations that are independently participants.
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Willis Ave Bridge, NY 2012
Boroughs of Manhattan & Bronx, New York, NY Willis Avenue Swing Bridge Over Harlem River Owner/Client: New York City DOT, New York Replacement of the Willis Avenue Bridge over the Harlem River connect- State DOT ing Manhattan to the Bronx, including the reconstruction of Willis Avenue over the Major Deegan Expressway and reconstruction of sections of the Major Deegan Expressway with entrance and exit ramps. Construction Engineer: Hardesty & Hanover included a new 2,400 ton, 363’ swing span bridge truss. Extensive plan- ning was required for the completion of the float-in of the new swing span Year Complete: 2012 and float-out of two 1100-ton existing trusses. Weeks Marine transported the new swing span 135 nautical miles and through 14 bridges from the Scope of Work: Demolition, Channel Dredging, erection site to the project site. Project involved 48” and 60” diameter Construction drilled caissons, 940-ton precast concrete cofferdam boxes for the con- struction of cast-in-place mass concrete bridge piers, large sheet pile walls, 6000 tons of steel tub and plate girder superstructures, 160,000 Project Cost: $636 Million square feet of cast-in-place concrete decks, submarine power cables, FRP pile and concrete fender systems, precast prestressed box beams, and precast T walls. Temporary construction included sheet pile walls with drilled tiebacks, sheet pile cofferdams with mass tremmie concrete seals, 24” to 48” driven pipe piles, steel jacket platforms, and temporary truss panel bridge erection. Channel dredging and the demolition of the exist- ing bridge approaches, piers, pneumatic caissons, and fender system also included. WEEKS MARINE, INC.
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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.
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Visiting Student Resource Guide
Lehman College Visiting Student Guide PREPARED BY THE OFFICE FOR SPECIAL ACADEMIC SESSIONS ( 3 4 7 ) 5 7 7 - 4 0 2 2 Lehman College Fast Facts A senior liberal arts college in The City University of New York, founded in 1968 and offering 69 undergraduate majors and programs and 39 graduate degree programs. Located on a 37-acre campus in the northwest Bronx across from the Jerome Park Reservoir and centered along a major educational corridor with four neighboring public schools Average class size of 19 students Lehman College’s faculty includes seven Distinguished Professors, including Billy Collins, Poet Laureate of the United States (2001-2003) and New York State Poet Laureate (2004-2006), and composer John Corigliano, winner of both the Academy Award (2000) and the Pulitzer Prize for Music (2001) For FY 2008, Lehman was awarded $18.77 million from Federal and State agencies as well as private sources to support scholarly research and to provide special services to local K-12 schools, community organizations, and residents of the Bronx and the metropolitan area. As a result, Lehman ranked fourth in this area among the 14 CUNY senior colleges Campus Map Getting to Lehman –Via Public Transportation By Train IRT No. 4 or the IND "D" line to Bedford Park Boulevard. The campus is a three-minute walk to the west. For more Information about subway service to the Lehman campus, call the New York City Transit Authority at (718) 330-1234. Metro North's Harlem line has a local stop at the Botanical Gardens station. The campus is about 12 blocks due west on Bedford Park Boulevard.
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2016 New York City Bridge Traffic Volumes
2016 New York City Bridge Traffic Volumes TM NEW YORK CITY Bill de Blasio Polly Trottenberg Mayor Commissioner A member of the New York Metropolitan Transportation Council 2016 New York City Bridge Traffic Volumes Contract C033467 2014-2015: PTDT14D00.E01 2015-2016: PTDT15D00.E01 2016-2017: PTDT16D00.E02 2017-2018: PTDT17D00.E02 The preparation of this report has been financed through the U.S. Department of Transportation’s Federal Transit Administration and Federal Highway Administration. This document is disseminated under the sponsorship of the New York Metropolitan Transportation Council in the interest of information exchange. The contents of this report reflect the views of the authors who are responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the Federal Transit Administration, Federal Highway Administration or the State of New York. This report does not constitute a standard, specification or regulation. NYCDOT is grateful to the Metropolitan Transportation Authority Bridges and Tunnels (MTABT), the Port Authority of New York and New Jersey (PANYNJ), and the New York Metropolitan Transportation Council (NYMTC) for providing data used to develop this report. This 2016 New York City Bridge Traffic Volumes Report was funded through the New York Metropolitan Transportation Council SFY 2017 Unified Planning Work Program project, Data Management PTDT17D00.E02, which was funded through matching grants from the Federal Transit Administration and from the Federal Highway Administration. Title VI Statement The New York Metropolitan Transportation Council is committed to compliance with Title VI of the Civil Rights Act of 1964, the Civil Rights Restoration Act of 1987, and all related rules and statutes.
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Directions to Other Sites (TSP, Worship/Warfare Week)
Directions to Other Sites (TSP, Worship/Warfare Week) To Tompkins Square Park, (Ave A & 7th Street Lower East Side, Manhattan) By Subway: You can also go to the website www.googlemaps.com to get accurate directions from your starting location • Take the 4, 5 or 6 Train Downtown to 14th Street. • Transfer to the L train heading towards Brooklyn. • Get off at 1st Ave, walk East to Ave A • Turn right on 7th Street. The SLM truck will be on the corner of 7th St. & Ave A. By Car: Please note: We have provided the following directions, which we highly recommend for you to use, as opposed to GPS which often leads you into excessive traffic and indirect routes. From Queens, and Long Island: using the Long Island Expressway and Queens Midtown Tunnel • Take the Long Island Expressway West to Queens Midtown Tunnel. • Bear left out of the tunnel toward Downtown. • After the tunnel, stay LEFT toward 2nd Ave. • Make a LEFT at first traffic light. • Then RIGHT onto 2nd Ave • Make a LEFT onto 14th St • Make a RIGHT onto Ave A • Turn RIGHT on 7th Street. The SLM truck will be on the corner of 7th Street & Ave A. From Queens, and Long Island: using the Brooklyn Queens Expressway and Williamsburg Bridge • Take the BQE to the Williamsburg Bridge. • Once off the bridge, make a right onto Chrystie St. • Go to Houston St. and then make a right. • Go to Ave A and make a left. • Go down to 7th St. The SLM truck will be on the corner of 7th Street & Ave A.
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Tidal Scour Analysis - Willis Avenue Bridge, New York City, New York
TIDAL SCOUR ANALYSIS - WILLIS AVENUE BRIDGE, NEW YORK CITY, NEW YORK SERKAN MAHMUTOGLU Earth Tech, 500 Southborough Drive South Portland, Maine 04106, USA RYAN M. EDISON, P.E. Earth Tech, 500 Southborough Drive South Portland, Maine 04106, USA This paper discusses the analysis of navigational velocities, scour and recommended countermeasures at Willis Avenue Bridge in New York City. The bridge crosses the Harlem River and serves as one of the major commuter routes into Manhattan Island. Today, this historic, swing span bridge is being replaced. During the proposed construction of the new bridge, the navigational channel will see varying levels of obstruction that will increase the local current velocities through the piers. This increase in velocities poses potential problems for safe navigation and increased risk of bridge scour. To characterize the very complex tidal dynamics of the project site, a 2D hydrodynamic model was calibrated and verified, prior to analyzing both the maximum expected velocities through the piers and the depth of the associated bridge scour for various construction phases. The results were used to map navigational velocities, design a semi-permeable fender system, calculate scour depths, and to design temporary scour countermeasures. 1 Introduction The Willis Avenue Bridge, opened in 1901, is located at the southern end of the Harlem River in New York, connecting Manhattan Island to the Bronx. It is a swing bridge that carries four lanes of one-way traffic with a daily load of 70,000 vehicles from Manhattan Island to the Bronx. Today, this historic bridge is being replaced with a similar type of structure to improve geometry for vehicle/pedestrian traffic, reduce accidents, increase loading capacity, and to eliminate the present structural and seismic issues.
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WILLIS AVENUE SWING BRIDGE OVER HARLEM RIVER Boroughs of Manhattan & Bronx, New York, New York
WILLIS AVENUE SWING BRIDGE OVER HARLEM RIVER Boroughs of Manhattan & Bronx, New York, New York Owner/Client: Project Description: New York City DOT Replacement of the Willis Avenue Bridge over the Harlem River connecting New York State DOT Manhattan to the Bronx, including the reconstruction of Willis Avenue over the Major Deegan Expressway and reconstruction of sections of the Major Deegan Expressway with entrance and exit ramps. Engineer: Hardesty & Hanover Construction includes a new 2,400 ton, 363’ swing span bridge truss. Extensive planning was required for the completion of the float-in of the new swing span Year Complete: and float-out of two 1100-ton existing trusses. Weeks Marine transported the new swing span 135 nautical miles and through 14 bridges from the erection site 2012 to the project site. Scope of Work: Project involved 48” and 60” diameter drilled caissons, 940-ton precast concrete Demolition cofferdam boxes for the construction of cast-in-place mass concrete bridge piers, large sheet pile walls, 6000 tons of steel tub and plate girder superstructures, Channel Dredging 160,000 square feet of cast-in-place concrete decks, submarine power cables, Construction FRP pile and concrete fender systems, precast prestressed box beams, and precast T walls. Temporary construction included sheet pile walls with drilled Project Cost: tiebacks, sheet pile cofferdams with mass tremmie concrete seals, 24” to 48” $636M driven pipe piles, steel jacket platforms, and temporary truss panel bridge erection. Channel dredging and the demolition of the existing bridge approaches, piers, pneumatic caissons, and fender system also included. Corporate/Northeast 4 COMMERCE DRIVE, CRANFORD, NJ 07016 (908) 272-4010 Gulf Coast/Caribbean/Latin America 11011 RICHMOND AVENUE, SUITE 650, HOUSTON, TX 77042 (713) 623-2006 www.WeeksMarine.com .
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History and Projection of Traffic, Toll Revenues and Expenses
Attachment 6 HISTORY AND PROJECTION OF TRAFFIC, TOLL REVENUES AND EXPENSES AND REVIEW OF PHYSICAL CONDITIONS OF THE FACILITIES OF TRIBOROUGH BRIDGE AND TUNNEL AUTHORITY September 4, 2002 Prepared for the Triborough Bridge and Tunnel Authority By 6-i TABLE OF CONTENTS Page TRANSPORTATION INFRASTRUCTURE 1 Triborough Bridge and Tunnel Authority (TBTA) 1 Metropolitan Area Arterial Network 3 Other Regional Toll Facilities 4 Regional Public Transportation 5 TOLL COLLECTION ON THE TBTA FACILITIES 5 Current Toll Structure and Operation 5 E-ZPass Electronic Toll Collection System 8 Passenger Car Toll Rate Trends and Inflation 9 HISTORICAL TRAFFIC, REVENUES AND EXPENSES AND ESTIMATED/FORECAST NUMBERS FOR 2002 12 Traffic and Toll Revenue, 1991 - 2001 12 Traffic by Facility and Vehicle Class, 2001 14 Monthly Traffic, 2001 15 Impact of September 11 Terrorist Attack 16 Estimated Traffic and Toll Revenue, 2002 20 Operating Expenses 1991 – 2001 21 Forecast of Expenses, 2002 23 FACTORS AFFECTING TRAFFIC GROWTH 23 Employment, Population and Motor Vehicle Registrations 24 Fuel Conditions 28 Toll Impacts and Elasticity 30 Bridge and Tunnel Capacities 32 TBTA and Regional Operational and Construction Impacts 33 Other Considerations 40 Summary of Assumptions and Conditions 41 PROJECTED TRAFFIC, REVENUES AND EXPENSES 43 Traffic and Toll Revenue at Current Tolls 43 Traffic and Toll Revenue with Periodic Toll Increases 45 Operating Expenses 48 Net Revenues from Toll Operations 49 REVIEW OF PHYSICAL CONDITION 50 Review of Inspection Reports 51 Long-Term Outlook
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Hunts Point Location 1300 Viele Avenue & 1301 Ryawa Avenue Bronx, Ny
STRATEGIC HUNTS POINT LOCATION 1300 VIELE AVENUE & 1301 RYAWA AVENUE BRONX, NY PRIME LARGE BOX INDUSTRIAL LEASING OPPORTUNITY 120,775 SF AVAILABLE OVER 5 MILLION NEW CAPITAL IMPROVEMENTS $ FOR LEASE OCCUPANCY 1ST QUARTER 2018 OWNED AND MANAGED BY CO-EXCLUSIVE LEASING BROKERS SITE SURVEY 1300 VIELE AVENUE 1301 RYAWA AVENUE CEILING HEIGHT: ± 17-26 FEET CEILING HEIGHT: ± 20 FEET COLUMN SPACING: ± 100’ X 25’ COLUMN SPACING: ± 48’ X 31’ 600’ 250’ Outside storage 4 Interior loading 2,800 SQ FT CAR PARKING 55’ docks 100’ Ryawa Avenue Ryawa 1300 VIELE BUILDING 1301 RYAWA BUILDING 70,300 SQ FT 50,475 SQ FT 205’ Viele Avenue Viele Warehouse office 350 SQ FT 150’ 2 Interior loading 100’ docks Office Spacce Office area 7,050 SQ FT (incl. mezz space) 9,500 SQ FT Dock door 2 Dock doors Dock door Lighting Place - Private TOTAL BUILDING AREA 120,775 SQ FT CAR/VEHICLE PARKING CAR/VEHICLE PARKING IMPROVEMENTS INCLUDE New Roof • New LED Lighting • New dock doors and load levelers • Renovated oce areas with new windows • New metal-panel wall system • Freshly painted warehouse interior walls & ceiling Sprinkler upgrades - dry system • Upgraded electrical • New asphalt on Lighting Place PREMIER HUNTS POINT LOCATION WITH DIRECT HIGHWAY ACCESS AND VISIBILITY PROPERTY HIGHLIGHTS TOTAL BUILDING SIZE ± 120,775 SF - divisions possible 1300 Viele Avenue 1301 Ryawa Avenue • WAREHOUSE ± 104,225 SF • OFFICES Viele Avenue - Front: ± 7,050 SF Ryawa Avenue - Rear: (2 Story) ± 9,500 SF • LOADING - expandable 8 Interior Tailgate Doors 7 Drive-In Doors • STORAGE ± 2,800
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