Site work and paving for a mixed-use development in Dacula, Georgia. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; sidewalk / parking lot; and water / sewer project.

The Work to be completed for this Project consists of furnishing all labor, materials, earthwork, construction operations, details, supervision, and coordination of all trades, utility suppliers, governmental inspections, and approvals to complete the construction, installation, and coordination for the City of Dacula "Brookton Chase Court and Brookton Downs Subdivision Asphalt Repaving Project" as follows: The scope of work for Brookton Chase Court includes performing Full Depth Reclamation (FDR) which requires milling 3-1/2" of existing asphalt and subgrade material; then mixing Type I Portland Cement at a spread rate of 65 lbs/sy. Contractor will then install 2" of 19mm asphalt binder course; apply tack coat and then top with 1-1/2" of Type 2 - 'F' Mix (9.5mm) surface course asphalt pavement. Contractor shall re-establish crown in center of road when installing pavement to promote positive drainage to existing curb & gutter and storm drainage inlets. Existing asphalt cores based on SGC report reveal asphalt thicknesses of 1-1/2"" to 2-1/2". Brookton Downs Subdivision consists of Brookton Drive, Brookton Lane, and Brookton Woods Way. Brookton Drive and Brookton Lane have been repaved multiple times over the years, so asphalt is built up above the gutter line. Existing asphalt cores based on SGC report reveal asphalt thicknesses of 3-3/4" to 5". Contractor will utilize variable depth milling to re-establish crown in center of road and to achieve proposed pavement that is flush with gutter line. A tack coat will then be applied prior to installing 1" of 'D' mix asphalt binder course pavement. An additional tack coat will then be applied prior to installing 1-1/2" of Type 2 - 'F' mix (9.5 mm) Surface Course Pavement over the entire streets. In addition, on Brookton Drive at about Station 1+50 the pavement has been lifted by what appears to be tree roots. Existing asphalt shall be deep patched milled an additional 6" to clear any tree roots, then filled with 25mm superpave asphalt prior to variable milling and repaving as described in paragraph above. Approximate deep patch milled area is marked by city with orange paint. Brookton Woods Way existing asphalt appears flush with gutter line but will also need variable depth milling to re-establish crown in center of road and to ensure proposed pavement is flush with gutter line. Existing asphalt cores based on SGC report reveal asphalt thicknesses of 3"" to 3-1/2". Once milling is complete, contractor shall install a tack coat and then install 1" of 'D' mix asphalt binder course pavement. An additional tack coat will then be applied prior to installing 1-1/2" of Type 2 - 'F' mix (9.5 mm) surface course pavement over the entire street. Contractors shall visit the streets identified to determine their own quantities for bidding the project. Orange paint markings on Brookton Chase Court shall be ignored since entire street will undergo FDR. The project service area includes improvements for the entire length of Brookton Chase Court (approximately 2,016 L.F +/-), Brookton Drive (approximately 1,268 L.F. +/-), Brookton Lane (approximately 1,733 L.F. +/-), and Brookton Woods Way (approximately 519 L.F. +/-). All streets are approximately 24' wide from edge of pavement to edge of pavement with 80' diameter cul-de-sacs. LMIG, LRA, and SPLOST funds will be utilized by the City of Dacula for the scope of work to improve these city streets. Contractor is responsible for complying with all regulations and providing all documents as per City of Dacula requirements. A Pavement Evaluation Report for the Subdivision has been completed and provided by Southern Geotechnical Consultants (SGC) as previously mentioned to determine the existing asphalt and base thicknesses and condition of soil subgrade. Questions deadline: 6/11/26 at 4:00 PM, All questions concerning this project shall be submitted in writing by email to the City of Dacula, City Engineer, Kevin D. Whigham, P.E. 442 Harbins Road, Dacula, Georgia 30019, City Hall phone number 770-963-7451, email kevin.whigham@daculaga.gov