Two Story Building with Dedicated Parking 105

PRIME EAST NEW YORK BUILDING FOR LEASE 5,800 SQ. FT. ~ TWO STORY BUILDING WITH DEDICATED PARKING 105 Jamaica Avenue, Brooklyn, NY FEATURES: Immediate occupancy 5,000 sq. ft. ground industrial 800 sq. ft. 2nd floor finished offices with tenant controlled HVAC, windows, hardwood floors and exposed brick Front and rear entrances 300 amps of power 1 drive in Gas heat Fantastic signage 22’ – 25’ ceilings Zone R4 Easy access to Jackie Robinson Parkway Close to J & Z subway and Q56 bus ~ Ideal For Light Manufacturing, Contractor, Marble, Flex Tech, Retail ~ For Further Information and Inspection, Please Call Exclusive Agent: Melissa Grasso Salesperson 718-371-0127 [email protected] Kaufman Astoria Studios 35-11 35th Avenue, LIC 11106 Although all information is from sources deemed reliable, and no representation is made as to the accuracy thereof, it is submitted subject to errors, omissions, changes of price, prior sale, or withdrawal without notice 105 Jamaica Avenue, Brooklyn, NY For Further Information and Inspection, Please Call Exclusive Agent: Melissa Grasso Salesperson 718-371-0127 [email protected] Kaufman Astoria Studios 35-11 35th Avenue, LIC 11106 Although all information is from sources deemed reliable, and no representation is made as to the accuracy thereof, it is submitted subject to errors, omissions, changes of price, prior sale, or withdrawal without notice 105 Jamaica Avenue, Brooklyn, NY For Further Information and Inspection, Please Call Exclusive Agent: Melissa Grasso Salesperson 718-371-0127 [email protected] Kaufman Astoria Studios 35-11 35th Avenue, LIC 11106 Although all information is from sources deemed reliable, and no representation is made as to the accuracy thereof, it is submitted subject to errors, omissions, changes of price, prior sale, or withdrawal without notice.

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Project Context
PIN X735.82 Van Wyck Expressway Capacity and Access Improvements to JFK Airport Project DDR/DEIS CHAPTER 2 Project Context PIN X735.82 Van Wyck Expressway Capacity and Access Improvements to JFK Airport Project DDR/DEIS Project Context 2.1 PROJECT HISTORY As part of a post-World War II $200-million development program, and in anticipation of an increased population size, the City of New York sought to expand its highway and parkway system to allow for greater movement throughout the five boroughs. The six-lane Van Wyck Expressway (VWE) was envisioned to help carry passengers quickly from the newly constructed Idlewild Airport (present-day John F. Kennedy International Airport [JFK Airport]) to Midtown Manhattan. In 1945, the City of New York developed a plan to expand the then-existing Van Wyck Boulevard into an expressway. The City of New York acquired the necessary land in 1946 and construction began in 1948, lasting until 1953. The Long Island Rail Road (LIRR) bridges for Jamaica Station, which were originally constructed in 1910, were reconstructed in 1950 to accommodate the widened roadway. The designation of the VWE as an interstate highway started with the northern sections of the roadway between the Whitestone Expressway and Kew Gardens Interchange (KGI) in the 1960s. By 1970, the entire expressway was a fully designated interstate: I-678 (the VWE). In 1998, the Port Authority of New York and New Jersey (PANYNJ) began work on AirTrain JFK, an elevated automated guideway transit system linking downtown Jamaica to JFK Airport. AirTrain JFK utilizes the middle of the VWE roadway to create an unimpeded link, connecting two major transportation hubs in Queens.
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Property Characteristics Upon Completion
13-190 Property Characteristics Upon completion of the new construction project, the subject property will be in similar condition to the comparable retail buildings, warranting similar rental rates. Therefore, the comparable rentals did not warrant any adjustments for this factor. CONCLUSION – RETAIL MARKET RENTS AND TERMS As previously discussed, the local retail market has a high demand and a limited supply of retail space, particularly for smaller sized units (under 3,000 square feet). Conversations with local brokers indicated that the immediate DUMBO ground floor market contains 300,037± square feet of rentable area of which 21,630± square feet (7.2%) is currently vacant. Of the vacant rentable area there are seven vacancies of larger unit sizes between 3,300± and 7,000± square feet. The local brokers indicated that units smaller than 3,000± square feet are in high demand in the local market. In addition spaces available for food services and restaurant related uses are in greater demand than typical consumer goods retail uses. Any proposed retail redevelopment of the subject property could be divided into smaller retail units containing average unit sizes of less than 3,000± square feet. The adjusted comparable rents were as follows: Comparables Adjusted Rent/Sq. Ft. 1 $50.00 2 $42.00 3 $44.00 4 $62.00 5 $50.00 6 $21.12 7 $40.95 8 $33.00 The subject’s location adjacent to the eastern edge of the Brooklyn Bridge Park, the overshadowing presence of the Manhattan Bridge, and the noise pollution which the traffic flow across the bridge reduce the desirability of the subject location.
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Emergency Response Incidents
Emergency Response Incidents Incident Type Location Borough Utility-Water Main 136-17 72 Avenue Queens Structural-Sidewalk Collapse 927 Broadway Manhattan Utility-Other Manhattan Administration-Other Seagirt Blvd & Beach 9 Street Queens Law Enforcement-Other Brooklyn Utility-Water Main 2-17 54 Avenue Queens Fire-2nd Alarm 238 East 24 Street Manhattan Utility-Water Main 7th Avenue & West 27 Street Manhattan Fire-10-76 (Commercial High Rise Fire) 130 East 57 Street Manhattan Structural-Crane Brooklyn Fire-2nd Alarm 24 Charles Street Manhattan Fire-3rd Alarm 581 3 ave new york Structural-Collapse 55 Thompson St Manhattan Utility-Other Hylan Blvd & Arbutus Avenue Staten Island Fire-2nd Alarm 53-09 Beach Channel Drive Far Rockaway Fire-1st Alarm 151 West 100 Street Manhattan Fire-2nd Alarm 1747 West 6 Street Brooklyn Structural-Crane Brooklyn Structural-Crane 225 Park Avenue South Manhattan Utility-Gas Low Pressure Noble Avenue & Watson Avenue Bronx Page 1 of 478 09/30/2021 Emergency Response Incidents Creation Date Closed Date Latitude Longitude 01/16/2017 01:13:38 PM 40.71400364095638 -73.82998933154158 10/29/2016 12:13:31 PM 40.71442154062271 -74.00607638041981 11/22/2016 08:53:17 AM 11/14/2016 03:53:54 PM 40.71400364095638 -73.82998933154158 10/29/2016 05:35:28 PM 12/02/2016 04:40:13 PM 40.71400364095638 -73.82998933154158 11/25/2016 04:06:09 AM 40.71442154062271 -74.00607638041981 12/03/2016 04:17:30 AM 40.71442154062271 -74.00607638041981 11/26/2016 05:45:43 AM 11/18/2016 01:12:51 PM 12/14/2016 10:26:17 PM 40.71442154062271 -74.00607638041981
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2014 Guyana Annual Mass Flier(1)
WHAT : The 25th. Annual Guyanese Mass. WHERE : The Church of Immaculate Conception, 86-45 Edgerton Blvd, Jamaica, NY, 11432. WHEN : Sunday, October 12th, 2014 at 3 p.m. Celebrant : Most Reverend, Bishop Francis Alleyne, OSB. Everyone attending the mass is asked to be generous with their contribution. Home cooked meals, sandwiches, beverages and snacks are all welcomed and should be brought to the church hall. The Mass collection will be used to support the many projects presently being undertaken by the Diocese of Georgetown. If you are unable to attend the Mass but would still like to send a monetary contribution, please mail a check made payable to the Guyana Mass Committee, to St. Peter Claver, 29 Claver Place, Brooklyn, NY, 11238. A reception and cultural program is planned for the gathering immediately after the mass. Anyone desirous of joining the choir is asked to attend the practice sessions starting on Saturday, September 6 and continuing on September 20, 27 and October 4 and 11. The first practice session will be held at St. Peter Claver Church in Brooklyn and will begin at 7:30pm sharp to 9:00pm. The venue for all other practices will be determined after the first practice. Have you lost a loved one since we last met in October 2013? If so, please let us know and prayers will be offered for them. A$5,800 donation was handed over to Fr. Malcolm Rodrigues as our contribution to the rebuilding of the church in Bartica, on behalf of all 1 of you who contributed during last year’s collection.
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Brooklyn-Queens Greenway Guide
TABLE OF CONTENTS The Brooklyn-Queens Greenway Guide INTRODUCTION . .2 1 CONEY ISLAND . .3 2 OCEAN PARKWAY . .11 3 PROSPECT PARK . .16 4 EASTERN PARKWAY . .22 5 HIGHLAND PARK/RIDGEWOOD RESERVOIR . .29 6 FOREST PARK . .36 7 FLUSHING MEADOWS CORONA PARK . .42 8 KISSENA-CUNNINGHAM CORRIDOR . .54 9 ALLEY POND PARK TO FORT TOTTEN . .61 CONCLUSION . .70 GREENWAY SIGNAGE . .71 BIKE SHOPS . .73 2 The Brooklyn-Queens Greenway System ntroduction New York City Department of Parks & Recreation (Parks) works closely with The Brooklyn-Queens the Departments of Transportation Greenway (BQG) is a 40- and City Planning on the planning mile, continuous pedestrian and implementation of the City’s and cyclist route from Greenway Network. Parks has juris- Coney Island in Brooklyn to diction and maintains over 100 miles Fort Totten, on the Long of greenways for commuting and Island Sound, in Queens. recreational use, and continues to I plan, design, and construct additional The Brooklyn-Queens Greenway pro- greenway segments in each borough, vides an active and engaging way of utilizing City capital funds and a exploring these two lively and diverse number of federal transportation boroughs. The BQG presents the grants. cyclist or pedestrian with a wide range of amenities, cultural offerings, In 1987, the Neighborhood Open and urban experiences—linking 13 Space Coalition spearheaded the parks, two botanical gardens, the New concept of the Brooklyn-Queens York Aquarium, the Brooklyn Greenway, building on the work of Museum, the New York Hall of Frederick Law Olmsted, Calvert Vaux, Science, two environmental education and Robert Moses in their creations of centers, four lakes, and numerous the great parkways and parks of ethnic and historic neighborhoods.
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New York City Department of Transportation (NYCDOT) Decreased to 793
Appendix A BRIDGE CAPITAL PROGRAM East River Bridge Rehabilitation Plans A-1 Bridges Under Construction A-2 Component Rehabilitation A-3 Bridges Under Design A-4 216 2017 BRIDGES AND TUNNELS ANNUAL CONDITION REPORT APPENDIX A-1 MANHATTAN BRIDGE REHABILITATION ITEMS TOTAL ESTIMATED COST Est. Cost ($ in millions) Repair floor beams. (1982) 0.70* Replace inspection platforms, subway stringers on approach spans. (1985) 6.30* Install truss supports on suspended spans. (1985) 0.50* Partial rehabilitation of walkway. (1989) 3.00* Rehabilitate truss hangers on east side of bridge. (1989) 0.70* Install anti-torsional fix (side spans) and rehabilitate upper roadway decks on approach spans on east side; replace drainage system on approach spans, install new lighting on entire upper roadways east side, including purchase of fabricated material for west side of bridge. (1989) 40.30* Eyebar rehabilitation - Manhattan anchorage Chamber “C.” (1988) 12.20* Replacement of maintenance platform in the suspended span. (1982) 4.27* Reconstruct maintenance inspection platforms, including new rail and hanger systems and new electrical and mechanical systems; over 2,000 interim repairs to structural steel support system of lower roadway for future functioning of roadway as a detour during later construction contracts. (1992) 23.50* Install anti-torsional fix on west side (main and side spans); west upper roadway decks, replace drainage systems on west suspended and approach spans; walkway rehabilitation (install fencing, new lighting on west upper roadways
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Utility Requirements
KEW GARDENS INTERCHANGE INFRASTRUCTURE AND OPERATIONAL IMPROVEMENT PROJECT GRAND CENTRAL PARKWAY PIN X051.60, Contract D900043 DB CONTRACT DOCUMENTS PART 4 UTILITY REQUIREMENTS Final MARCH 16, 2018 This page is intentionally left blank. New York State Department of Transportation Table of Contents PART 4 - UTILITY REQUIREMENTS ........................................................... 1 4.1 SCOPE ....................................................................................................................................... 1 4.2 GENERAL ..................................................................................................................................... 1 4.2.1 Utility Coordination ................................................................................................................ 1 4.2.2 Utility Coordination Manager ................................................................................................. 2 4.2.3 Utility Relocation Design ....................................................................................................... 2 4.2.4 Scheduling Utility Relocation Work ........................................................................................ 3 4.2.5 Utility Design and Construction Constraints ........................................................................... 3 4.2.6 Standard of Care Applicable to Utility Work ........................................................................... 3 4.2.7 Coordination with Utility Owners ...........................................................................................
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TRAVEL ADVISORY Full Closures of Ramp from Westbound
TRAVEL ADVISORY Full Closures of Ramp from westbound Grand Central Parkway (Exit 13W) to westbound Jackie Robinson Parkway in Queens Late Nights to Following Mornings (10 PM to 5 AM), on or about nights of December 3 to 6 Late Night to Following Morning (11 PM to 8 AM), on or about Friday night, December 7 (Weather Permitting) The New York State Department of Transportation (NYSDOT) is advising motorists of full closures of the ramp from the westbound Grand Central Parkway (Exit 13W) to westbound Jackie Robinson Parkway in Queens, late nights to the following mornings (10 p.m. to 5 a.m.), on or about nights of December 3rd, 4th, 5th, and 6th, and late night to the following morning (11 p.m. to 8 a.m.), on or about Friday night, December 7th (weather permitting). Motorists should use the following signed detour: From the westbound Grand Central Parkway, take Exit 15 (Union Turnpike) and proceed west- bound on Union Turnpike for 1.3 miles; Enter the westbound Jackie Robinson Parkway at the Metropolitan Avenue entrance. These closures are needed to facilitate removal of the old southbound Van Wyck Expressway viaduct (elevated highway), as part of a $110 million Phase III construction project at the Kew Gardens Interchange in Queens. Fines are doubled for speeding in a work zone. In accordance with the Work Zone Safety Act of 2005, convictions of two or more speeding violations in a work zone could result in the suspension of an individual’s driver’s license. It is imperative that motorists drive carefully through the construction zone, for their own safety and the safety of workers.
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MASTER/Format a Text Template
6.6 Queens 6-35 Population and Travel Characteristics Population 13.9% VHD Daily Totals change 32.1% 2014 2,276,150 2014 1,264,240 change 2040 2,643,834 2040 1,670,200 VMT Daily Totals 6.3% Queens 24-hour VMT change 4,000,000 3,000,000 2014 26,356,540 2,000,000 VMT 1,000,000 0 2040 28,011,560 1 3 5 7 9 11 13 15 17 19 21 23 Hour of Day 2014 VMT 2040 VMT Two-Way Trips between The Bronx and Other Counties in the New York Metro Area 6-36 Performance Measures County (Borough): Queens (Queens) Scenario 2014 0.8<= Facility Type D/C D/C<=1 D/C>1 LMC TTI ATS VHD PHD VMT AM Period (6 to 10 AM) Freeway 0.73 8% 24% 640.8 1.78 35.0 94,157 139,353 2,732,257 Arterial 0.45 6% 10% 676.5 2.02 15.3 351,868 520,765 2,181,634 Local 0.47 4% 13% 3.4 1.11 19.6 33,433 49,481 1,289,120 PM Period (4 to 8 PM) Freeway 0.26 2% 5% 217.5 1.15 41.2 16,171 23,933 1,654,621 Arterial 0.12 1% 1% 101.9 1.13 20.2 31,636 46,821 1,056,487 Local 0.11 1% 0% 0.1 1.00 21.5 454 672 485,047 Daily Total Freeway 0.54 8% 16% 2388.8 1.44 37.8 237,948 352,164 11,248,583 Arterial 0.33 4% 6% 2377.4 1.57 17.0 930,727 1,377,476 9,298,150 Local 0.35 5% 8% 11.1 1.05 20.3 95,561 141,431 5,809,807 Total 1,264,237 1,871,070 26,356,540 Scenario 2040 0.8<= Facility Type D/C D/C<=1 D/C>1 LMC TTI ATS VHD PHD VMT AM Period (6 to 10 AM) Freeway 0.75 8% 25% 683.5 1.82 34.1 102,230 151,301 2,863,377 Arterial 0.50 6% 12% 811.3 2.29 14.6 473,259 700,423 2,349,079 Local 0.51 4% 16% 3.6 1.12 19.1 37,118 54,934 1,353,760 PM Period (4 to 8 PM) Freeway 0.27 3% 6% 253.6 1.18 40.4 19,944 29,518 1,779,930 Arterial
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DIRECTIONS to BRIDGE STREET AME CHURCH 277 Stuyvesant Avenue (Btw Jefferson Avenue & Hancock Street) Brooklyn, New York 11221
DIRECTIONS TO BRIDGE STREET AME CHURCH 277 Stuyvesant Avenue (btw Jefferson Avenue & Hancock Street) Brooklyn, New York 11221 718.452.3936 Tel 718.453.4134 Fax [email protected] www.bridgestreetbrooklyn.org From New Jersey Take the Verrazano Bridge to Brooklyn-Queens Expressway, stay in the middle lane, come off at the Atlantic Avenue Exit – make a right turn onto Atlantic Avenue. Stay on Atlantic Avenue until you get to Troy Avenue, make a left turn, past the funeral home (the street name changes to Lewis Avenue – and is a one-way street). Take Lewis Avenue down to Jefferson Avenue, make a right, travel one block down to Stuyvesant and make a right. The church is located on the corner of Stuyvesant and Jefferson. From Long Island Take Atlantic Avenue to Troy. Make a right turn past the funeral home. The street name changes to Lewis Avenue – and is a one-way street). Stay on Lewis until you get to Jefferson Avenue. Make a right onto Jefferson Avenue. Continue on Jefferson Avenue for one block and make a right onto Stuyvesant Avenue. The church is located on the corner of Stuyvesant and Jefferson. From the Interboro Parkway (now Jackie Robinson Parkway) Take Jackie Robinson Parkway to Exit 1 – Bushwick Avenue and make a right. Stay on Bushwick until you get to Putnam Avenue and make a left. Follow Putnam Avenue – crossing over Broadway and Malcolm X Boulevard – until you get to Stuyvesant. Make a left onto Stuyvesant and the church is one block up on the left. From Brooklyn Bridge Come off at the Adams Street Exit and continue to Atlantic Avenue and make a left.
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Nysdot Kew Gardens Project Bim As an As-Built Record
Case Study NYSDOT KEW GARDENS PROJECT BIM AS AN AS-BUILT RECORD BACKGROUND This case study covers the overall building information modeling (BIM) for infrastructure The New York State approach used in the Kew Gardens Interchange (KGI) project, as well as considerations Department of Transportation for model development and positive impacts to the project as a result of BIM use. (NYSDOT) used building information modeling (BIM) for the Kew Gardens Interchange (KGI) Reconstruction Project (Figure 1) in Queens, New York, during the third phase of the project. By making a three-dimensional (3D) computer-aided design and drafting (CADD) model an as-built record, the digital 3D model was refined and updated throughout construction completion. This accurate and complete as-built record (including underground utilities) was created for ongoing maintenance, operations, and asset management purposes during the life cycle of the Bernstein Associates Photographers, Tarrytown, NY, used with permission Figure 1. Section of the Kew Gardens Interchange Project during construction interchange. BIM FOR INFRASTRUCTURE APPROACH The KGI is the complex intersection of the Grand Central Parkway, the Van Wyck Expressway, the Jackie Robinson Parkway, and the Union Turnpike that serves nearly 600,000 vehicles daily. The NYSDOT is making a number of operational improvements at the interchange to enhance safety and improve traffic flow, with four construction contracts worth almost $700 million and with Phase 1 breaking ground in 2010. Due to the project’s complexity, BIM was used as an as-built record, which was used in subsequent phases of the project. Phase 3 of the KGI was the first design-bid-build (DBB) project to have a NYSDOT BIM requirement and was ongoing as of December 2019.
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Use This Latest My 3 Safety Report.Indd
NEWNEW YORKYORK CITYCITY DDEPARTMENTEPARTMENT OOFF TTRANSPORTATIONRANSPORTATION SAFE STREETS nyc DEPT OF TRANSPORTATION TrafficTraffic SSafetyafety IImprovementsmprovements InIn NewNew YorkYork CityCity MICHAEL R BLOOMBERG APRILAPRIL 20062006 IRIS WEINSHALL mayor commissioner SAFE STREETS NYC: Traffic Safety Improvements In New York City April 2006 $)3#,!)-%24HEPREPARATIONOFTHISREPORTWASFUNDEDBYTHE&EDERAL(IGHWAY!DMINISTRATION OFTHE5NITED3TATES$EPARTMENTOF4RANSPORTATIONANDTHE.EW9ORK3TATE$EPARTMENTOF 4RANSPORTATION4HECONTENTSDONOTNECESSARILYREFLECTTHEOFFICIALVIEWSORPOLICIESOFTHE &EDERAL(IGHWAY!DMINISTRATIONOR.EW9ORK3TATE$EPARTMENTOF4RANSPORTATION4HIS DOCUMENTISDISSEMINATEDBYTHE.EW9ORK#ITY$EPARTMENTOF4RANSPORTATIONINTHEINTEREST OFINFORMATIONEXCHANGE4HISREPORTDOESNOTCONSTITUTEASTANDARD SPECIFICATIONORREGULATION Note: All new content since the last publication of this report (December 2004) is identified by red italicized and bold fonts. wTABLE OF CONTENTS IMPROVING TRAFFIC SAFETY 1 High Accident Locations 6 Identifying Locations for Improvement 12 THE BRONX 14 Grand Concourse 15 - Pedestrian Safety Demonstration Project 20 - Grand Concourse / East 170th Street - High Pedestrian Accident Location Improvements 27 - Grand Concourse /East 183rd Street - High Pedestrian Accident Location Improvements 29 South Bronx Churches 31 East Fordham Road / East Kingsbridge Road / Bainbridge Avenue 36 University Avenue / West 181st Street / Hall of Fame Terrace 40 BROOKLYN 43 Grand Army Plaza 44 Improvements in the Vicinity of Eastern Parkway / Utica Avenue
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