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Low Gap Road at Milepost 19.24 Culvert Replacement

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State & Local

Contract Overview

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Mendocino County is seeking a contractor for the Low Gap Road at Milepost 19.24 Culvert Replacement project in Ukiah, California. The project aims to address damage caused by heavy rains and mudslides by replacing a failed pipe with a larger culvert capable of handling 100-year storm event peak flows. Key technical requirements include realigning the pipe to match the natural channel, installing compacted fill to restore the shoulder, adding rock slope protection to stabilize the outlet gully, and implementing an energy dissipator to prevent streambed erosion. Construction is scheduled to take place during the dry season to ensure the project stream is dry, with heavy equipment operating primarily from the roadway and shoulders. The project will incorporate strict water quality, biological resource, and erosion control measures to protect the environment. This infrastructure improvement is designed to benefit the traveling public by restoring road stability and improving drainage capacity.

General Info

Mendocino County seeks a contractor to replace a culvert on Low Gap Road.

Agency

California → Mendocino County

NAICS

237310 - Highway, Street, and Bridge ConstructionView NAICS

Place of Performance

Ukiah, CA, 95482

Set-Aside

NONE

Documents

(1)

CEQA NOE CONFORMED COPY_ada

PDF

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Timeline

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Organization & Contact Information

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AgencyCalifornia → Mendocino County
Contacts3 people available
OfficeN/A
Organization / Agency
California → Mendocino County
Office AddressN/A
Contacts
Josephine SlovutEnvironmental Compliance Specialist
James LindermanSenior Environmental Compliance Specialist

Full Description

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The existing culvert and road prism at Low Gap Road, milepost 19.24, has been damaged by heavy rains, surface saturation, and mudslides. The project will replace the failed pipe with a larger culvert designed to convey peak flows for the 100-year storm event and realign the new pipe to match the natural channel alignment. Compacted fill will be installed at the outlet embankment to restore the shoulder, rock slope protection will be keyed into the gully that has formed at the outlet to stabilize it, and an energy dissipator will be installed at the outlet to protect the streambed from erosive flows. Construction will occur during the dry season when the project stream is dry. Heavy equipment will operate primarily from the roadway and shoulders. Appropriate water quality, biological resource, and erosion control measures will be implemented. Beneficiaries of the project are the traveling public.

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