Resolution_JUB TO_Taxilane Complex Phase I

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TASK ORDER 2025-01 HANGAR TAXILANE COMPLEX PHASE 1 DESIGN AI P-3-53-0026-024-2025 the progress of the projects. Discussions will include project phasing, budget and schedule updates. 12. Assist CLIENT in preparation and processing of monthly Request for Reimbursement (RFR) by submitting data as described. It is anticipated that the CLIENT will prepare and process eight (8) monthly sets of RFR 'packages' for this project. J-U-B will provide documentation of costs for the CLIENT's use in performing the Request for Reimbursements including consultant invoices, reimbursement spreadsheet and Standard Form 271. 13. Project is within the Urban Growth Area (UGA) of the City of Ellensburg. Anticipate to meet once with the City of Ellensburg representatives to verify requirements of the City. The County has an interlocal agreement in place with regard to development within the UGA. Task 002: Preliminary Design Phase 1. Investigate the proposed job site at the Airport. Allow civil design personnel to become familiar with the proposed job site. Take photographs, perform a visual survey of the pavement areas, and otherwise document findings of visit. 2. Provide or obtain field surveys, which include detailed topographic and cross section information of improvement areas for design purposes. Coordinate with surveyors to verify that design survey is performed as required. This will include one (1) on -site meeting with surveyors to review project location and safety. The general scope of the survey work will include the following: The primary area to be surveyed is approximately 650-ft by 250-ft and encompasses the proposed taxilane, associated safety areas, and adjacent structures. The pavement and shoulder surfaces within this area shall be section surveyed on 20-ft stations. The infield and grass surfaces within this area shall be surveyed on a 50-ft by 50-ft grid. All topographical features within all of these areas shall be surveyed including but not limited to: grade breaks, pavement markings, tie -downs, building corners, fence, drainage structures (invert elevations, pipes sizes, & rim elevations), pavement markings, utility markers, edge of pavements, and lighting and electrical components. Existing control monuments shall be used for the survey control and will need to be tied together to check for accuracy. The survey will have to be coordinated with the Airport Manager for airport access and optimum time to minimize disruption to air traffic. The airfield pavements and runway will be open to aircraft, surveyors will have to monitor the local frequency and move out of safety areas for aircraft. The survey shall be conducted in accordance to FAA AC 150/5370-2G safety guidelines. Vertical datum should be in accordance to NAVD 88, and horizontal datum should be in accordance to NAD 83. Vertical tolerances shall be +0.02-feet for paved surfaces and +0.05-feet for unpaved surfaces. Horizontal tolerances shall be +0.03-feet. \\jub.com\Central\Clients\WA\KittitasCou my\Projects\45-25- 022_BowersFie ld_H angarTxln_PhaselDsgn\ProjMgmt\Agreements\Old\TO 2025_01_RevSept2025.docx 4