Fern Ridge NE Coyote Creek Clarifications and Questions and Answers.docx
DOCX document 13 KB Posted
- Solicitation number
- S-X34350-00007444
- Issued by
- Washington County, Oregon
About this file
This is a Clarifications and Questions and Answers document for the Fern Ridge NE Coyote Creek project, addressing contractor inquiries regarding project execution requirements and specifications. The document clarifies staking responsibilities, soil classification and testing requirements, archaeological permit status, and material handling procedures. The Owner's Authorized Representative will provide initial horizontal and vertical control and layout staking, with the contractor responsible for any additional staking needed to complete the project. Fill material is classified as Compacted Structural Fill with soil testing potentially required per Technical Specifications Section 2200 Part 3 Subsection 3.03. Archaeological permits and studies were completed by ODFW. The project involves borrow operations and berm construction, with specific protocols for stripping placement detailed in Plan Sheet 6 of 6 and Technical Specifications.
Strippings from borrow areas must be replaced within the excavated borrow areas upon completion of excavation operations, while strippings from berm footprints shall be spread on the side slopes of finished berms. All referenced requirements are contained within the project's Technical Specifications Section 2200 Part 3 Subsection 3.03, providing contractors with comprehensive guidance on soil handling, testing procedures, and material placement standards necessary for successful project completion.
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Fern Ridge NE Coyote Creek Clarifications and Questions and Answers
Staking – Owner’s Authorized Representative shall provide horizontal and vertical control and initial layout staking at the project site. Contractor shall provide any additional staking as necessary to complete the project. See Section 2000-1.07 Survey Control of Technical Specifications.
Fill Soil Type and Soil Testing Requirements?
The material is classified as Compacted Structural Fill and soil testing may be required. Please see Technical Specifications Section 2200 Part 3 Subsection 3.03 for further information.
Archaeological Permits or Study?
This was completed by ODFW
Where are strippings going to be placed?
Strippings from the borrow areas shall be replaced within the excavated borrow areas once borrow operations are completed. Strippings from the berm footprints shall be spread on the side slopes of the finished berms. Please see Plan Sheet 6 of 6 and Technical Specifications Section 2200 Part 3 Subsection 3.03 for further information.
File details come from the government source that posted it. Updated .