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Morrison Canyon Road Storm Repair and Mitigation Project

Active
State & Local

Contract Overview

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

General Info

Agency

California → City of Fremont

NAICS

237310 - Highway, Street, and Bridge ConstructionView NAICS

Place of Performance

Morrison Canyon Road, Fremont, CA, 94538

Set-Aside

NONE

Documents

(8)

PWC9105 Morrison Canyon Road Storm Repair Notice of Determination

PDFnotice-of-determination

Morrison Canyon Road Storm Repair Final Mitigated Negative Declaration

PDFmitigated-negative-declaration

Morrison Canyon Notice of Intent to Adopt Mitigated Negative Declaration

PDFnotice-of-intent

Morrison Canyon Road Storm Repair and Mitigation Project SCH Summary Form

PDFenvironmental-summary

Morrison Canyon Road Repair Unmitigated Emissions Report

PDFreport

Morrison Canyon Road Storm Repair - Notice of Completion

PDFnotice-of-completion

PWC9105_IS-MND Morrison Canyon Road Storm Repair and Mitigation Final Mitigated Negative Declaration

PDFmitigated-negative-declaration

PWC9105 Mitigation Monitoring and Reporting Program

PDFmitigation-monitoring-reporting-program

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Timeline

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Organization & Contact Information

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AgencyCalifornia → City of Fremont
Contacts2 people available
OfficeN/A
Organization / Agency
California → City of Fremont
Office AddressN/A
Contacts
Mark HungerfordSenior Planner
Shoshana LutzSenior Planner

Interested Companies (1)

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EMC Planning Group
Monterey, CA

Full Description

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Proposed improvements consist of repairing the damage that occurred during the extreme storm events. The heavy rains saturated the adjacent uphill slope and downhill embankment, resulting in rockslides, debris, and landslides that damaged and fractured/cracked the pavement. Some sections of pavement (and curb) detached and slid into the downhill embankment. The proposed repair project would consist of repairing the roadway and installing a soldier pile and lagging retaining wall on the downhill slope/embankment side to stabilize the slope and provide the stability necessary for the repair. To stabilize the uphill slope, the project proposes to install high strength wire mesh anchored by soil nails. Additionally, if damage is discovered in the buried culverts, the project would repair the damage, which would involve trenching of approximately 1-1.5 feet in width and approximately 3 feet in depth and replacing the pipe in-kind.

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