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Beaumont Master Drainage Plan Line 2, Stage 1

Active
State & Local

Contract Overview

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

AI Contract Overview

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The City of Beaumont plans to construct approximately 5,000 linear feet of reinforced concrete pipe ranging from 84 to 102 inches in diameter along 6th Street, Pennsylvania Avenue, and E 1st Street to manage future drainage flows. The system will include manholes placed no more than 500 feet apart for maintenance access, along with inlets and outlets designed for efficient water conveyance, featuring grated openings to reduce debris buildup. While some existing pipe segments will be demolished, the majority of current infrastructure will be preserved. Around 13,000 cubic yards of material will be excavated to facilitate installation and subgrade preparation, with roughly 5,000 cubic yards returned for backfilling. The outlets at Berkshire Avenue will be lowered by two feet and expanded in size, requiring reconstruction of headwalls and surrounding grading, with water permanently diverted from eastern channels and discharged through the updated outlets. Construction will implement traffic control measures including signage, barriers, and flaggers to ensure safety and uninterrupted access for vehicles and pedestrians. Erosion and sediment control will be maintained through best management practices such as silt fences and basins to safeguard water quality. The affected right-of-way will be restored upon completion, and the new pipes will be installed at a maximum depth of 25 feet to accommodate future utility and infrastructure upgrades. The project is part of the Beaumont Master Drainage Plan Line 2, Stage 1, with primary contact through the City of Beaumont’s Principal Engineer, Dustin Christensen, and Environmental Planner, Eunice Bagwan.

General Info

Beaumont to install 5,000 ft of 84–102 inch concrete pipe for drainage, with manholes, inlets, outlets, and 13,000 cy excavation along 6th Street, Pennsylvania Ave, and E 1st Street.

Agency

California → City of Beaumont

NAICS

237990 - Other Heavy and Civil Engineering ConstructionView NAICS

Place of Performance

Begin at E 6th St and Chestnut and terminate at E 1st St and Berkshire Ave, Beaumont, CA, 92223

Set-Aside

NONE

Documents

(11)

Beaumont MDP Line 2 Paleontological Review

PDFreport

Beaumont Master Drainage Plan Line 2, Stage 1 - Notice of Completion

PDFnotice-of-completion

Beaumont Master Drainage Plan Line 2, Stage 1 - Summary Form

PDFenvironmental-summary

Beaumont Master Drainage Plan Line 2 Initial Study/Mitigated Negative Declaration

PDFinitial-study-mitigated-negative-declaration

Cultural Resources Study Report for Beaumont MDP Line 2 Stage 1 Project

PDFcultural-resources-study

Appendix A - Beaumont MDP Line 2 Air Quality and GHG Screening Evaluation

PDFair-quality-ghg-report

Beaumont Master Drainage Plan Line 2, Stage 1 - Notice of Intent

PDFspecial-notice

Beaumont MDP Line 2 Biological Resources and Jurisdictional Delineation Report

PDFreport

Beaumont MDP - Biological and Cultural Resources Mitigation Summary

PDFsow

Beaumont MDP Line 2 DBESP Report February 2025

PDFdetermination-and-findings

Appendix E Beaumont MDP Line 2 Noise Construction Noise Evaluation

PDFnoise-evaluation

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Organization & Contact Information

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AgencyCalifornia → City of Beaumont
Contacts2 people available
OfficeN/A
Organization / Agency
California → City of Beaumont
Office AddressN/A
Contacts
Dustin ChristensenPrincipal Engineer
Eunice BagwanEnvironmental Planner

Interested Companies (1)

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Chambers Group
COSTA MESA, California

Full Description

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The Proposed Project would construct approximately 5,000 linear feet of 84-inch to 102-inch RCP along 6th St, Pennsylvania Ave, and E 1st St in the City to handle anticipated future flows. Manholes would be constructed for maintenance access at intervals of no more than 500 feet at the end of each line. Additional components to be installed include inlets and outlets to facilitate efficient entry and exit from the system. The RCP would feature grated openings to prevent the accumulation of debris. Some RCP demolition would occur, but most of the existing structures would be protected. Approximately 13,000 cubic yards of material will be removed from the site to allow for the installation of the RCP and subgrade and approximately 5,000 cubic yards of material will be brought back to backfill. The outlets at Berkshire Avenue will be lowered by 2 feet, and the exit pipe size will increase, requiring reconstruction of the headwalls and grading around the outlet accordingly. Water will be permanently diverted away from the channels to the east and would be discharged at the outlets. The Proposed Project would include traffic control measures such as signs, barriers, and flaggers to ensure safety and maintain vehicle and pedestrian access along the right-of-way. Best management practices (BMPs) would include basins and silt fences to address soil erosion and protect water quality during construction. The affected right-of-way would be restored after installation of the RCP. The RCP would be installed at a depth no greater than 25 feet to allow for future construction and improvements in the area.

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