Attachment_A.5_Typical_Section_-_S_Apopka_Ave_from_Daffodil_St_to_E_Anna_Jo_Dr.pdf
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- Solicitation number
- ITB 25-111
- Issued by
- Citrus County, Florida
About this file
This is a typical road section attachment for a road resurfacing project issued by Citrus County, Florida. The document provides detailed specifications for the segment of S Apopka Avenue extending from Daffodil Street to E Anna Jo Drive. The project involves milling 2.5 inches of existing asphalt and resurfacing with 3 inches of FC 12.5 hot-mix asphalt using two 1.5-inch lifts with PG 76-22 polymer-modified binder at Traffic Level C. All work must comply with the latest County Specifications and FDOT Standard Specifications for Road and Bridge Construction. The typical road section shows a 60-foot right-of-way width with 13-foot lanes and includes tie-in details to existing grades. The contractor is responsible for providing positive drainage away from the roadway surface, with drainage grading requirements shown in the typical section diagram.
The specifications mandate that all hot-mix asphalt paving operations utilize a Material Transfer Vehicle (MTV) for continuous, non-contact transfer and remixing, with direct truck-to-paver dumping prohibited. Asphalt must be sourced from a facility listed on a current FDOT Asphalt Mix Design Plant Assignment Sheet, with the assignment sheet and approved mix design required as part of the bid submission. Only one production facility is permitted unless the County grants prior written approval. The contractor must furnish the approved mix design documentation and demonstrate compliance with these technical requirements prior to beginning paving operations on the project.
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Text version
LANE TYPICAL 13’ LANE TYPICAL 13’
S Apopka Ave from Daffodil St to E Anna Jo Dr
Typical Road Section & Tie-In
• Milling 2.5” of existing asphalt.
• Resurfacing with a 3” (2—1.5” lifts) 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 60’
Attachment A.5
File details come from the government source that posted it. Updated .