With our varied staff of engineers and technicians, we can accomplish great things. From due diligence reports to special inspections and drainage studies. We have a very good reputation for working with agencies and outside consultants . We provide land development services to clients, both public and private. Our goals are your goals and your success is our success.
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Please contact Alan Gerwig for your land development project needs.
agerwig@aga-engineering.com
Wellington Training ClubWellington, Florida (2009)
Performed all civil and structural engineering and permitting for this project (525 total acres) including extensive coordination with the land planner and landscape architect. Site includes: covered (78,000 square feet) equestrian arena; clubhouse and promenade (40,000 square feet); service structures (3,000 square feet); entrance bridge (68 feet span/2 lane).
Grove Street Drainage Study, Design & PermittingPalm Beach County, Florida (2008)
Initially performed drainage study to review outfall options for a 35 acre area, containing a mix of existing residential and commercial properties. AGA is now under contract with Palm Beach County Engineering to design and permit the proposed improvements.
Public Safety Building & Civic Campus Parking Royal Palm Beach, Florida (2007)
The project involved the design of parking, drainage and utility extensions to serve a new 8,100 square feet Public Safety (EOC) Building and the replacement and expansion of the existing parking and drainage infrastructure to serve the existing facilities on the Village of Royal Palm Beach Civic site. Total campus area is 16.4 acres. The EOC Building was designed to withstand Category 5 hurricanes with winds up to 191 mph.
Sea Plum PUDJupiter, Florida (2004)
Development of a 47 acre condominium property including all of the paving, drainage, water and sewer and the permitting necessary for these designs.
Nautica Isles PUD Bridge over LWDD E-3 CanalDelray Beach, Florida (2002)
Designed new roadway bridge over the LWDD E-3 canal. The bridge consists of a 21” prestressed slab deck with three spans of various lengths. The overall length is 70' and the width is 57'. The bridge was designed with a wide center median that was later landscaped. The design included wide sidewalks for golf carts.
Saturnia Isles PUD Bridge over LWDD E-1 CanalDelray Beach, Florida (2001)
The bridge uses a prestressed 21” slab deck with prestressed concrete piles. It consists of three spans of various length with no beams and two intermediate bents. Span length is 34’ and the width is 85’-4”. Designed with wide center median that was later landscaped. Bridge was surfaced with full depth brick pavers, decorative concrete railings and concrete pilasters for decorative lighting.