ITB_CIP260548_CONSTRUCT-_Auxiliary_Apparatus_Storage_for_Fire_Station_7_-_NEW_Exhibit_E_-_Trench_Width_Pavement_Replacement.pdf
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- 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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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 .