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720 West I Street Revetment Project

Forecast
State & Local

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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The 720 West I Street Revetment Project, managed by the City of Benicia, involves two independent construction efforts located near a residential property in Benicia, California. Site One consists of the construction of approximately 92 linear feet of a 7.9-foot-tall concrete block keystone wall, featuring a two-foot-wide footing on a six-inch unreinforced concrete leveling pad, which will connect to an existing block retaining wall along a drainage canal. Site Two involves the installation and replacement of approximately 105 linear feet of riprap rock slope protection along the Carquinez Strait shoreline, utilizing Caltrans Class III riprap with a thickness of 2.7 feet extending eight feet above mean seal level. The project is classified as a forecast under NAICS code 237990 and is exempt from the California Environmental Quality Act under Sections 15301 through 15303 as it involves minor alterations and repairs. Execution of the work requires the approval of a City Grading Permit. Administrative oversight is provided by the City of Benicia Development Services Department, with Vivien Togonon serving as the Associate Planner and Nick Wiemar as the Junior Civil Engineer.

General Info

City of Benicia project for concrete block wall and riprap shoreline protection.

Agency

California → City of Benicia

Place of Performance

W. I Street/W. H Street, Benicia, CA, 94510

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 → City of Benicia
Contacts2 people available
OfficeN/A
Organization / Agency
California → City of Benicia
Office AddressN/A
Contacts
Vivien TogononAssociate Planner
Nick WiemarJunior Civil Engineer

Full Description

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The proposed improvements on Site One would include the construction of approximately 92 linear feet of new concrete block keystone wall, which would connect to the existing block retaining wall located along the drainage canal. The new concrete block keystone wall would be 7.9-feet-tall and would have a two-foot-wide wall footing. The wall would be constructed on a six-inch, unreinforced concrete leveling pad. The proposed improvements to Site Two would include the installation and replacement of approximately 105 linear feet of riprap rock slope protection along the shoreline of the Carquinez Strait. The proposed riprap slope would be constructed using California Department of Transportation (Caltrans) Class III riprap. The layer of riprap along the proposed slope would be approximately 2.7-feet-thick and would extend eight feet above mean seal level (amsl).

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