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52 Franklin Avenue Project

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State & Local

Contract Overview

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

AI Contract Overview

The 52 Franklin Avenue Project in South San Francisco, California, entails the construction of a two-story single-family residence on a constrained lot that slopes uphill from Franklin Avenue, with the building footprint located on the front two-thirds of the property. Due to limited developable space caused by a required debris capture area and an 8-foot-wide access path along the western property line, the project is expected to need setback variances. Geotechnical investigations spanning from 1989 to 2025 have confirmed the potential for future debris flows originating from unstable soils on the upper slopes of the property and the adjacent hillside, posing risks similar to the historic 1982 debris flow. To mitigate this hazard, the project includes a U-shaped debris barrier composed of retaining walls designed to capture and contain debris flows, with a verified capacity of 543 cubic yards, exceeding the recommended 500 cubic yards set by geotechnical consultants Michelucci & Associates and Earth Systems, and confirmed by Cotton Shires Associates. The 8-foot-wide access path ensures maintenance equipment can reach the debris basin to remove accumulated material as needed. The project has undergone environmental review under the California Environmental Quality Act (CEQA), resulting in a Mitigated Negative Declaration, with specific conditions including preconstruction biological surveys for protected species and a long-term debris basin maintenance plan. All compliance activities and inspections are tied to the project site at 52 Franklin Avenue, with final administrative acceptance vested in the City of South San Francisco, represented by the Principal Planner. There are no federal contract clauses, pricing details, payment terms, or procurement-related elements such as solicitation numbers, evaluation factors, or contracting officer roles identified, as this is a local land use and environmental compliance initiative led by private developers and administered by municipal authorities.

General Info

Construction of two-story home with debris barrier on constrained slope, requiring variances and CEQA compliance in South San Francisco.

Agency

California → City of South San Francisco

NAICS

236118 - Residential RemodelersView NAICS

Place of Performance

52 Franklin Avenue, South San Francisco, CA, 94080

Set-Aside

NONE

Documents

(5)

52 Franklin Avenue Project SCH Summary Form

PDF•environmental-summary

Notice of Intent to Adopt Mitigated Negative Declaration for 52 Franklin Avenue Project

PDF•special-notice

Notice of Determination for 52 Franklin Avenue Project (P22-0027)

PDF•notice-of-determination

52 Franklin Avenue Project Notice of Completion

PDF•notice-of-completion

52 Franklin Avenue Draft ISMND Oct 2025

PDF

AI Contract Breakdown

Uniform Contract Format

Timeline

PostedNov 24

forecast

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Organization & Contact Information

AgencyCalifornia → City of South San Francisco

Contacts3 people available

OfficeN/A

Organization / Agency

California → City of South San Francisco

Office AddressN/A

Contacts

Billy GrossPrincipal Planner

contact@example.gov

+1 (555) 000-0000

Dan JonesProject Manager

contact@example.gov

+1 (555) 000-0000

Mr. Juan Pedro Diaz/Ms. Karen Lisette DiazPrivate Developer

contact@example.gov

+1 (555) 000-0000

Interested Companies (1)

RCH Group

Rancho Murieta, CA

Full Description

The Project consists of the construction and operation of a residence. The lot slopes uphill from Franklin Avenue. A building footprint is shown on the front two-thirds of the lot. Because the site is limited in developable area, due to the debris capture area and associated 8-foot-wide access path (discussed below), it is anticipated that the Project could require setback variances. The estimated construction scheduleis provided in Table 1 of the IS/MND. As discussed previously, geotechnical engineering and engineering geologic investigations carried out between 1989 and 2025 concluded that the potential for another debris flow exists, derived from susceptible soils on the steeper, upper portions of the property and the hillside above the rear property line. The potential hazard for a new house built on the property, associated with potential future debris flows, would be similar to the 1982 debris flow unless mitigative measures are undertaken (Michelucci & Associates, Inc., 2023). Geotechnical mitigation measures on the site included as Project design and peer reviewed by Cotton Shires Associates (CSA) as part of this environmental review would consist of constructing a U shaped debris barrier, consisting of retaining walls, to form a basin that would capture and enclose a potential debris flow onto the Project site (see Project Description Figure 3 of the IS/MND). The debris flow capture capacity is currently estimated at 543 cubic yards, above the recommendation of 500 cubic yards by the Applicants geotechnical consultants (Michelucci and Associates and Earth Systems) and confirmed by the Citys geotechnical consultant, CSA. An 8-foot-wide setback along the western property line would allow access to the debris capture area for equipment to remove debris captured within the basin, as needed.