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Last Updated | 08/28/2020 03:44 PM |
Project Title | 2020 CDBG Pecan Road Paving and Drainage Improvements Project |
Physical Address | View project details and contacts |
City, State (County) | Loganville, GA 30052 (Walton County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction, Shoreline/Erosion/Drainage |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Project will include asphalt milling of existing Pecan Road for repaving improvements, demolition of existing driveway aprons and driveway cross drains, and minor regrading of existing ditch for positive drainage with new driveway cross drain pipes. In addition, culvert extension, new concrete headwall, and guardrail are proposed at the creek crossing. Pecan Road will then be repaved and new centerline striping and stop bars will be installed at both ends of the road. Existing Pecan Road is approximately 18 feet +/- wide and shall be milled 2-1/2" to allow for new asphalt paving. Limits of repaving along Pecan Road extend from intersection of Brand Road to intersection of Line Street approximately 3,400 L.F. +/. Asphalt repaving will consist of asphalt tack coat over milled asphalt, then 1" - `D` Mix (Metroflex or equivalent) Asphalt Binder Course, and 1-1/2" Type 1 - `F` Mix (9.5 mm) Asphalt Surface Course. Damaged areas of existing pavement will be deep patch milled 4" and filled back with 4" of 19.5 mm Asphalt Pavement prior to surface course paving. Contractor shall visit site to obtain his own paving quantities and areas for deep patch milling in order to Bid the project. Asphalt striping shall include new double yellow thermoplastic centerline and white thermoplastic stop bar striping at each end of Pecan Road. Drainage improvements include demolishing the existing driveway culverts and replacing with 18" RCP culverts. Existing ditches shall be regraded for positive drainage through new culverts to creek. New concrete driveway aprons will then be installed at all existing driveways no matter the surface type, except as illustrated on the Drawings. Erosion Control shall include silt fence, check dams, and permanent grassing as required to control sediment and permanently stabilize the existing ditch. Limits for drainage improvements only include the east side of Pecan Road. West side of Pecan Road was completed with previous CDBG project. All improvements are anticipated to be located within the limits of the right-of-way, except as illustrated on the Drawings where Temporary Construction Easements have been acquired. In addition, a new guardrail, culvert extension and concrete headwall will be installed at the culvert crossing for the existing creek on the east side of the road. New culvert extension and concrete headwall shall be design build component for Contractor and be similar to that previously constructed on upstream west side of Pecan Road. |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |