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Ora Avo Drive Mainline Replacement Project, D-2398

Forecast
State & Local

Contract Overview

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The Ora Avo Drive Mainline Replacement Project, identified as D-2398, is a forecast project managed by the Vista Irrigation District in an unincorporated area of San Diego County, California. The scope of work involves the replacement of existing waterlines along Ora Avo Road and associated private roads. Specifically, the contractor will install approximately 697 linear feet of 10 inch PVC, 2,535 linear feet of 8 inch PVC, and 1,196 linear feet of 4 inch PVC, along with associated appurtenances. These new installations will replace approximately 697 linear feet of 10 inch, 3,147 linear feet of 8 inch, 197 linear feet of 6 inch, and 356 linear feet of 2.5 inch existing waterlines. The project is classified under NAICS code 237110 and is designated as exempt from the California Environmental Quality Act under Section 15302(c), as it involves the replacement of existing facilities with negligible or no expansion of capacity. All work is to be performed within the public right of way of Ora Avo Drive and the District's Blanket Easement No. G65. Christina Olson, the Engineering Services Manager, serves as the primary point of contact for the project.

General Info

Vista Irrigation District replaces aging pipes with new PVC lines on Ora Avo Drive to improve reliability and reduce leaks.

Agency

California → Vista Irrigation District

Place of Performance

Ora Avo Road and Private Roads, Vista, CA

Set-Aside

NONE

Documents

0

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Timeline

PhaseForecast
Posted

forecast

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Organization & Contact Information

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AgencyCalifornia → Vista Irrigation District
Contacts1 person available
OfficeN/A
Organization / Agency
California → Vista Irrigation District
Office AddressN/A
Contacts
Christina OlsonEngineering Services Manager

Full Description

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Vista Irrigation District (District) to install approximately 697 LF of 10” PVC (DR14), 2,535 LF of 8" PVC (DR14) and 1,196 LF of 4” PVC (DR14) and associated appurtenances to replace approximately 697 LF of existing 10” waterline, 3,147 LF of existing 8” waterline, 197 LF of existing 6” waterline, 356 LF of existing 2.5” waterline.

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