Turney Street Floating Dock Improvement Project and Business Partnership
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Source: California Purchasing Group
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
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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