Attachment_A.3_Typical_Section_-_S_Apopka_Ave_from_E_Hill_St_to_E_Relief_St.pdf
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- Solicitation number
- ITB 25-111
- Issued by
- Citrus County, Florida
About this file
This is a typical road section specification document for Citrus County, Florida's ITB 25-111 Small County Outreach Program (SCOP) Road Resurfacing Project. The document details the pavement work specifications for S Apopka Avenue between E Hill Street and E Relief Street, which forms part of the larger project encompassing approximately 3.6 miles of roadway from US 41 to E Anna Jo Drive. The work involves milling 2.25 inches of existing asphalt and resurfacing with a 2.25-inch lift of FC 12.5 asphalt concrete using PG 76-22 polymer-modified binder at Traffic Level C. All work must comply with current Citrus County specifications and FDOT Standard Specifications for Road and Bridge Construction. The contractor is responsible for providing positive drainage away from the roadway surface, with the right-of-way width specified at 100 feet. The typical section includes tie-in requirements to existing grade with varying dimensions as shown in the attachment.
The specification adheres to FDOT FY 2025-26 standards and requires contractors to utilize a Material Transfer Vehicle (MTV) for all asphalt paving operations, prohibiting direct truck-to-paver dumping. Asphalt materials must appear on a current FDOT Asphalt Mix Design Plant Assignment Sheet, which must be submitted with the bid, and only one production facility may be used unless prior written County approval is obtained. Additional work includes pre-construction survey and video documentation, pavement edge exposure and cleaning, vegetation treatment with dyed herbicide, temporary and permanent pavement markings, shoulder grading for drainage, sodding, sweeping, and hauling of generated millings to the County Road Maintenance Facility.
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Text version
S Apopka Ave from E Hill St to E Relief St
Typical Road Section & Tie-In
• Milling 2.25” of existing asphalt.
• Resurfacing with a 2.25” lift of FC 12.5, traffic level C, w/ PG 76-22 Polymer Binder
• All work to be completed in accordance with the latest County Specifications and FDOT Standard Specifications for Road and Bridge Construction
• The Contractor is responsible for providing positive drainage away from the roadway surface.
Varies
LC
Tie In To
Existing Grade
Tie In To
Existing Grade
Varies
ROW Width 100’
Varies Varies
Attachment A.3
File details come from the government source that posted it. Updated .