Renovation of a multi-residential development in Raymond, Washington. Conceptual plans call for the renovation of a multi-residential development.

**As of October 29, 2025, the project is canceled. Project is no longer needed.** Bids for interested General Contractors to submit a sealed bid proposal for work necessary toperform previously identified structural foundation repairs at 434 6th Ave, Raymond. The building is and will remain occupied during the entire construction period. Structural analysis and details for remediation from a structural engineer are included with this invitation. questions/answers are available on our website. All questions and communications should be directed to:Laura.Jackson@hoswwa.org Joint Pacific County Housing Authority (Owner) is presenting an Invitation for Bids for interested General Contractors to submit a proposal for work necessary to perform previously identified structural foundation repairs at 434 6th Ave, Raymond. The building is and will remain occupied during the entire construction period. The existing foundation consists of wooden piles with water, pest, and fungal damage. Structural analysis and details for remediation from a structural engineer are included with this invitation. All documents including this invitation, the attachments, and questions/answers will be available on our website: Attachments: Attachment 1: Multi-document attachment including building assessment, foundation pile map, structural remediation details. (Building assessment completed before deck repair) Attachment 2: Insurance Requirements Attachment 3: Sales Tax Exemption Attachment 4: Washington State RCW 39.04.350 compliance certificate project Description River's Edge is a three-story multi-family structure in Raymond Washington dating back to 1972. The building contains 35 single bedroom apartments along with community and service spaces and has a gross square footage of not more than 30,500. Based on original construction documents, the building adheres to conventional light frame construction methods with standard lumber. The foundation consists of glulam beams supported by a grid of 96 timber piles, roughly 12" in diameter, driven into native soils. Professional consultations determined that the existing timber pile foundations need significant remediation due to dry rot and fungus, particularly at the perimeter of the building. Attendance of site visit is not mandatory, however failure to on September 9th will not relieve the Contractors of any responsibility for information provided at that time. Scope Please Reference Attachment A for documents pertaining to the structural assessment, proposed design solution, and temporary remediation performed last year. Please do not contact these consultants for information pertaining to their reports. Page nine of the Structural Building Evaluation lays out the pile plan and a key identifying the condition of each pile with A indicating minimal damage and C indicating significant damage. A-Rated Piles The plan shows 62 piles with an A rating, the remediation for these piles, as recommended in the report, is as follows: In more moderate cases, the damaged pile may be treated in place to prevent additional deterioration. This treatment should include cutting away all deteriorated portions of the existing pile and treating the existing wood with a fungal growth inhibitor to prevent additional deterioration. Piles with more than 1.5" of deterioration at any face should have supplemental framing installed to replace the deteriorated sections of the pile (see SK-2 detail page 11). The supplemental framing should consist of pressure treated wood, not less than 3.5" thick (4x material), and should be securely attached to the existing pile material. For bidding purposes contractors should assume 30% of A rated piles have more than 1.5" of deterioration and will require remediation beyond painting and sealing. B-Rated Piles Seven (7) of the piles are given a B rating, the remediation for these piles, as recommended in the report, is as follows: Piles with more significant deterioration (more than 4" deep at any face), but where the rot does not extend below the existing exterior grade may be repaired by replacing the rotten pile cap with a new treated timber member of the same size, as shown in SK-3 detail on page 12. All of the cut ends of the new and existing piles should be treated with a rot inhibitor, and the joint between the two piles should be sealed with a silicone-based sealant to prevent moisture accumulation between the two segments of pile. C-Rated Piles The 12, C rated pilings as called out on the plan should be remediated per the report: In locations where the deterioration at the pile extends to or below the existing exterior grade, the soil around the pile will need to be excavated in order to locate the extent of the rot and find sound bearing material in the pile. Then a new concrete cap can be poured around the top of the pile and extended up above grade as shown in SK-4 detail on page 13. This project is managed by in-house operations and development. We hope to begin construction ASAP upon award. The Owner has retained a structural engineer who will be available for consultation during the construction process and will advise on all work proposed that exceeds the scope of work outlined