ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7_-_NEW_Exhibit_E_-_Trench_Width_Pavement_Replacement.pdf

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Attached to
CONSTRUCT- Auxiliary Apparatus Storage for Fire Station #7
Solicitation number
ITB# CIP/260548
Issued by
Marion County, Orlando City, Florida

About this file

This is a standard detail specification document issued by the City of Ocala, Florida, Engineer's Office for trench width pavement replacement procedures on municipal construction projects. The specification establishes requirements for the removal and replacement of pavement in trenches, including material standards, thickness specifications, and installation methods that must comply with the Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction. Key requirements include sawing pavement to straight edges at a minimum depth of 1.5 inches, removing existing pavement neatly, and ensuring new surface material is consistent with existing pavement thickness, which typically ranges from 1 to 4 inches on typical streets. Where material type is not specified, replacement pavement shall consist of 1.5 inches of Superpave asphalt applied over a minimum 12-inch compacted limerock base. The specification mandates full lane replacement for mains installed under pavement rather than small asphalt patches within a single lane, with trench width extending 20 feet beyond the pipe installation area and 10-foot ditch widths on typical streets.

The document references FDOT standards for excavation, backfill, and compaction procedures detailed in sections G-16, G-17, and G-18, ensuring consistency across all City of Ocala pavement replacement projects. This specification was revised in December 2020 and applies to the auxiliary apparatus storage construction project for Fire Station #7 (ITB #CIP/260548), where pavement work may be required as part of site preparation and utility installation. The specification document serves as a binding technical requirement for all contractors performing pavement replacement work on City of Ocala projects, ensuring standardized quality and durability of municipal infrastructure improvements.

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Other files

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ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7_-_REV_4.28.26_Exhibit_G_-__Geo-Tech_Report_No._25-1729.132.1.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7_-_REV_4.22.2026_Exhibit_A_-_Scope_of_Work.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7_-_Addendum_4.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7_-_NEW_Exhibit_G_-_Geo-Tech_Report.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7_-_NEW_Exhibit_F_-_S201_Foundation_Plan__Details.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7_-_Addendum_3.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7_-_Sign-In_Sheet.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7_-_Addendum_1.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7_-_REV_3.30.2026_Exhibit_A_-_Scope_of_Work.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7_-_Addendum_2.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7__-_Exhibit_C_-_Specifications.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7__-_Exhibit_A_-_Scope_of_Work.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7__-_Exhibit_B_-_Price_Proposal.xlsx XLSX spreadsheet
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7__-_Exhibit_C_-_Specifications.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7__-_Exhibit_A_-_Scope_of_Work.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7__-_Exhibit_B_-_Price_Proposal.xlsx XLSX spreadsheet
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7__-_Exhibit_D_-__Plan_Set.pdf PDF
ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7__-_Exhibit_D_-__Plan_Set.pdf PDF
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Text version

TRENCH WIDTH

PAVEMENT

REPLACEMENT

SECTION:

GENERAL

G-20

REVISION DATE:

DEC 2020

CITY OF OCALA

STANDARD DETAILS

FOR CONSTRUCTION

CITY ENGINEER'S OFFICE

1805 NE 30TH AVE, BLDG #600

OCALA, FLORIDA 34470

1. UNLESS OTHERWISE SPECIFIED, MATERIALS AND METHODS OF OPERATION REQUIRED TO INSTALL NEW AND

REPLACEMENT PAVEMENT SHALL BE IN ACCORDANCE WITH THE LATEST APPLICABLE REQUIREMENTS AND

SPECIFICATIONS OF F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

2. PAVEMENT SHALL BE REMOVED TO NEATLY SAWED STRAIGHT EDGES. SAWCUTS SHALL BE MADE TO A

MINIMUM DEPTH OF 1-

" (INCHES).

3. BACKFILL SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND F.D.O.T. STANDARD SPECIFICATIONS.

4. THE TYPE AND THICKNESS OF THE NEW SURFACE MATERIAL SHALL BE CONSISTENT WITH THAT OF THE

EXISTING SURFACE. TYPICAL STREETS VARY FROM 1" TO 4" THICK. REGARDLESS, ALL CASES SHALL MEET

THE MINIMUM STANDARDS ESTABLISHED BY THE PLANS AND SPECIFICATIONS. WHERE MATERIAL TYPE IS

NOT SPECIFIED, THE REPLACEMENT PAVEMENT SHALL BE 1-

" OF SUPERPAVE ASPHALT.

5. MAINS UNDER PAVEMENT SHALL BE REPLACED WITH FULL LANE REPLACEMENT. NO SMALL ASPHALT PATCHES

CONTAINED WITHIN A SINGLE LANE.

PIPE

NEW SURFACE COURSE

TO MATCH EXISTING

(1-

" MINIMUM)

NEW LIMEROCK BASE - 12" MINIMUM

TO BE COMPACTED AS SPECIFIED.

EXISTING LIMEROCK BASE

EXISTING

PAVEMENT

W + 20' (TYP)

10'

DITCH WIDTH (W)

10'

SURFACE REPLACEMENT

(W + 20')

SEE DETAILS G-16, G-17, AND

G-18 FOR EXCAVATION, BACKFILL,

AND COMPACTION REQUIREMENTS.

MATERIAL OVER THE PIPE SHALL

BE SPECIFIED.

DRIVEWAY TRENCH WIDTH

LIMITS OF TRENCH

WIDTH PAVEMENT

REPLACEMENT

File details come from the government source that posted it. Updated .