|
STANDARD FORM 330 (REV. 3/2013) PAGE 2
<br />E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete on Section E for each key person)
<br />12. NAME
<br />Daniel Tarantino, RA, LEED AP
<br />13. ROLE IN THIS CONTRACT
<br />Project Architect
<br />14. YEARS EXPERIENCE
<br />a. TOTAL
<br />10 b. WITH CURRENT FIRM
<br />1
<br />15. FIRM NAME AND LOCATION (City and State)
<br />HARDESTY & HANOVER (New York, NY)
<br />16. EDUCATION (DEGREE AND SPECIALIZATION)
<br />B.A. / Architecture / New York Institute of Technology
<br />17. CURRENT PROFESSIONAL REGISTRATION (STATE AND
<br />DISCIPLINE)
<br />Registered Architect: NY
<br />LEEDAP
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />Daniel Tarantino has over 11 years of experience focusing in architectural design. As an architectural designer, Mr. Tarantino has
<br />performed design and analysis on a multitude of transportation and infrastructural projects. Relevant Projects include the NYCT, New
<br />Fulton Street Transit Center, New York; LIRR, Nostrand Avenue Station Rehabilitation, Brooklyn, NY; LIRR, Rehabilitation of Valley
<br />Stream Station, Valley Stream, NY; RTD, Eagle P3 Project, Colorado; CATS, North Corridor Commuter Rail Terminal Station, North
<br />Carolina; DART, Intermodal Transit Hub, Iowa; DOT, Bus Rapid Transit Design Guidelines, New York; HART, Honolulu High Capacity
<br />Transit Corridor Project, Hawaii.
<br />19. RELEVANT PROJECTS
<br />TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE
<br />EAST SIDE COASTAL RESILIENCY PROJECT (The Big U)
<br />New York, NY
<br />Senior Architect. Responsible for Hardesty & Hanover’s portion of the major East Side Coastal Resiliency project in Lower Manhattan.
<br />The aim of this project is to fortify and protect infrastructure from future storm surge and rising sea levels, as well as improve
<br />recreational opportunities and accessibility to the park and waterfront. Under this contract, H&H inspected five existing pedestrian
<br />bridges and two entrance ramps to determine their structural viability, and recommended rehabilitation or replacement in conjunction
<br />with the other aspects of the Coastal Resiliency program, including berms and other landscaping improvements. H&H provided
<br />conceptual designs for two new bridges and a bridge rehabilitation to further enhance pedestrian access to and from the waterfront
<br />on the Lower East Side. Bridges will be located in areas which will provide the most benefits to the local communities.
<br />ENGINEERING COMPLETED
<br />current
<br />CONSTRUCTION COMPLETED
<br />n/a
<br /> Check if project performed with current firm
<br />TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE
<br />RARITAN RIVER DRAWBRIDGE REPLACEMENT
<br />Raritan, NY
<br />Deputy Design Manager for the $425M replacement of the Raritan River Drawbridge on North Jersey Coast Line. Responsible for
<br />design coordination and leading the development for all the project’s architectural components including analyzing material and
<br />aesthetic considerations to be used in the main span, house and approach structures, overseeing development of code and egress
<br />calculations by the architectural team; leading interdisciplinary team coordination meetings to evaluate potential conflicts and clashes
<br />at all levels of design. The project includes a half-mile long structure, with a movable swing span at the navigational channel and more
<br />than 3000 lf of approaches between the Perth Amboy and South Amboy stations. The bridge replacement will be done off-line while
<br />maintaining full rail operations during construction. Funded by FTA Grant under post-Sandy Emergency Relief Program, the intent is to
<br />protect major infrastructure components that may become endangered during extreme climate events. The replacement bridge is
<br />required to have a sufficient flood resilience to remain in operation after a major hurricane. The project has to be implemented within a
<br />very tight timeframe. Since the bridge suffered from frequent vessel collisions due to poor channel geometry in the past, it is the intent
<br />of NJT to implement feasible navigational improvements to the extent possible without delaying the project delivery. The scope of work
<br />includes a feasibility study of various alignments and bridge replacement alternatives. The new bridge is likely to be a vertical lift with
<br />a minimum 110 foot vertical clearance and 300 foot navigational channel. Key issues include obtaining necessary permits and
<br />approvals to meet the timeframe specified in the FTA grant requirements, while minimizing impact on NJ TRANSIT operations, as well as
<br />the adjacent properties and environment.
<br />ENGINEERING COMPLETED
<br />current
<br />CONSTRUCTION COMPLETED
<br />n/a
<br /> Check if project performed with current firm
<br />TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE
<br />DELANCEY STREET BRIDGE RECONSTRUCTION
<br />New York, NY
<br />Senior Architect. Responsible for providing comprehensive architectural services during the preliminary and final design of the full
<br />replacement of the Delancey Street Pedestrian Bridge. H&H began by performing an in-depth inspection of the existing pedestrian
<br />bridge. Since the existing clear width was less than the desired 12-foot clear distance needed to accommodate a shared use path, it
<br />was determined that new bridge replacement will incorporate a 12-foot clear width and minimum profile slopes to better
<br />accommodate the public. H&H is currently performing final design of the new pedestrian bridge structure which consists of concrete
<br />cellular ramps and a steel tied arch bridge spanning a length of 209 foot over the heavily traversed FDR Drive. Bridge aesthetics was
<br />a large factor in the pedestrian bridge design which was presented to the New York City Public Design Commission. H&H worked
<br />closely with the project architect who had a certain vision for the bridge’s geometry and look. The architect didn’t want any “heaviness”
<br />in the bridge members and developed drawings of how the bracing and bridge profile should look. H&H performed the structural
<br />analysis based upon these architectural concepts and is transforming that design vision into a full set of construction documents and
<br />specifications.
<br />ENGINEERING COMPLETED
<br />2020
<br />CONSTRUCTION COMPLETED
<br />n/a
<br /> Check if project performed with current firm
<br />
|