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Turney Street Floating Dock Improvement Project and Business Partnership

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Source: California Purchasing Group

Tender
Closed

Task 1 : Document Review , Kickoff Meeting , and Condition Assessment Before the kickoff meeting , Anchor QEA will review available record drawings and reports on the boat launch ramp , boarding float , floating docks , and pier and wharf decks , as well as Humboldt Street bulkhead . We will prepare a request for

Status
Closed
Sector
Water Supply and Storage, Wind, Road, Seaport, Commercial
Location
California, United States of America
Updated
3 Nov 2026
Source
California Purchasing Group

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Tender Information

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The tender “Turney Street Floating Dock Improvement Project and Business Partnership” is a tender record in Taiyo, linked to the Water Supply and Storage sector. It is issued for works, goods, or services related to California, United States of America.

Participants

Not available for this record.

Status

Original status

closed

Taiyo status

Closed

Taiyo last update

2026-11-03

Contact

Not available for this record.

Description

Description

Task 1 : Document Review , Kickoff Meeting , and Condition Assessment Before the kickoff meeting , Anchor QEA will review available record drawings and reports on the boat launch ramp , boarding float , floating docks , and pier and wharf decks , as well as Humboldt Street bulkhead . We will prepare a request for any additional documents and a draft meeting agenda . At the kickoff meeting , we will discuss critical concerns , design goals , and project expectations and will provide meeting minutes afterward . Concurrent with the kickoff meeting , Anchor QEA ’ s engineering lead will conduct a Level I topside survey to observe and document the existing above - water condition of the structures in accordance with the American Society of Civil Engineers ’ ( ASCE ’ s ) Waterfront Facilities Inspection and Assessment , Manual of Practice No . 130 ( ASCE MOP 130 ). The survey will be performed from land to allow safe access to and beneath the structures . One goal will be to identify components that can remain and / or be reused . Findings from this survey , together with the assessments of the storm drain outfall impacts on the boat ramp and of the boat ramp slope , using information from the Task 2 topographic and hydrographic surveys , will be summarized in a memorandum . Task 1 Deliverable PDF copy of summary of condition survey observations Note : Given the limited nature of the under wharf and pier survey , not all defects may be observed . Task 2 : Pre - Design Studies Geotechnical Analysis Anchor QEA will complete a desktop analysis of local and regional geologic mapping , publicly available data , and relevant geotechnical information from nearby projects provided by the City . We assume this analysis will provide sufficient criteria for initial design development . If the available data are inadequate , we will review assumptions and risks with the City and , if appropriate , recommend a targeted subsurface investigation program . Following the desktop analysis , we will prepare a geotechnical review report summarizing interpreted site and subsurface conditions . The report will provide preliminary recommendations for pile and pavement criteria , developed in coordination with the design engineers . Topographic and Hydrographic Surveys Topographic and hydrographic surveys will establish the critical elevations needed for slope requirements defined in the California Building Code ( CBC ) and the Division of Boating and Waterways ( DBW ’ s ) Layout & Design Guidelines for Boat Launching Facilities . Survey data will include bathymetric contours of Richardson Bay within the project area , approach ramp grades and pavement elevations , the hand launch beach , Humboldt Street bulkhead , wharf and pier deck , existing piles , and visible aboveground and underground utilities . Surveys will be referenced to the California State Plane Coordinate System ( CCS83 , Zone 2 ) and North American Vertical Datum of 1988 ( NAVD88 ). The topographic survey , conducted at low tide , will use conventional , GPS , and / or 3D scanning methods . The bathymetric survey , performed at high tide , will use a vessel - mounted multibeam system . Data from both surveys will be combined into a single drawing file . All survey work will be performed by Woolpert , a California - licensed surveyor , under Anchor QEA ’ s management . Wind and Wave Analysis Anchor QEA will use ASCE Standard 7 - 22 and the associated hazard design tool to develop wind , wave , tsunami , and seismic criteria for environmental loads on the boat launch ramp , docks , and bulkhead . No separate wind and wave analysis will be prepared . Task 2 Deliverables • PDF copy of desktop geotechnical review study • PDF copy of combined topographic and hydrographic surveys Task 3 : Community and City Engagement Anchor QEA will support the City with the requested community and City council updates . We understand that the City will organize these meetings , and Anchor QEA will be prepared to present as technical experts for the project . Anchor QEA has extensive experience facilitating and presenting at city council meetings , community workshops , and large stakeholder meetings for numerous Bay Area cities , ports , and agencies . For this project , we will apply that experience by coordinating closely with City staff to prepare clear , visually engaging presentation materials , tailoring technical content for a range of audiences and guiding discussions that focus on project goals and community priorities . Our team will support the City in building understanding and consensus at each stage of the process . Task 3 Deliverables • Meeting presentations ( draft and final ) • Meeting notes with action items

Location

Country

United States of America (USA)

State

California

Source

Source

California Purchasing Group

URL

More Details

Record type

Tender

Sector

Water Supply and Storage, Wind, Road, Seaport, Commercial

Article published date

2026-03-27

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