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J-U-B Agreement for Professional Services <br />Attachment 1A – Detailed Scope of Work Page 3 <br /> Identification of Title VI compliant procedures <br /> Create draft Title VI Plan document for review by the Owner <br /> Revise Title VI Plan based on comments received and submit final draft to FAA <br />Civil Rights. <br /> Assist Title VI Coordinator with annual data collection and demographic data <br /> Develop a Community Participation Plan (CPP) for the Owner based on the FAA provided <br />direction and CPP template <br /> Identify communication efforts <br /> Identify key community representatives <br /> Create draft CPP document for review by the Owner <br /> Revise CPP based on comments received and submit final draft to FAA Civil <br />Rights. <br /> Create language assistance plan if required by Title VI <br /> Prepare and submit four (4) FAA Quarterly Performance Reports and two (2) Fiscal Year End <br />Financial FAA 271 and 425 forms throughout the project. <br /> Attend eight (8) meetings with the Airport Advisory Committee and/or County during the project in <br />order to keep Airport personnel and management abreast of the progress of the projects. <br />Discussions will include project phasing, budget and schedule updates. <br /> Assist CLIENT in preparation and processing of monthly Request for Reimbursement (RFR) by <br />submitting data as described. It is anticipated that the CLIENT will prepare and process eight (8) <br />monthly sets of RFR ‘packages’ for this project. J-U-B will provide documentation of costs for the <br />CLIENT’s use in performing the Request for Reimbursements including consultant invoices, <br />reimbursement spreadsheet and Standard Form 271. <br /> Project is within the Urban Growth Area (UGA) of the City of Ellensburg. Anticipate to meet once <br />with the City of Ellensburg representatives to verify requirements of the City. The County has an <br />interlocal agreement in place with regard to development within the UGA. <br /> Task 002: Preliminary Design Phase <br /> Investigate the proposed job site at the Airport. Allow civil design personnel to become familiar <br />with the proposed job site. Take photographs, perform a visual survey of the pavement areas, and <br />otherwise document findings of visit. <br /> Provide or obtain field surveys, which include detailed topographic and cross section information <br />of improvement areas for design purposes. Coordinate with surveyors to verify that design survey <br />is performed as required. This will include one (1) on-site meeting with surveyors to review project <br />location and safety. The general scope of the survey work will include the following: <br />The primary area to be surveyed is approximately 650-ft by 250-ft and encompasses the proposed <br />taxilane, associated safety areas, and adjacent structures. The pavement and shoulder surfaces <br />within this area shall be section surveyed on 20-ft stations. The infield and grass surfaces within <br />this area shall be surveyed on a 50-ft by 50-ft grid. All topographical features within all of these <br />areas shall be surveyed including but not limited to: grade br eaks, pavement markings, tie-downs, <br />building corners, fence, drainage structures (invert elevations, pipes sizes, & rim elevations), <br />pavement markings, utility markers, edge of pavements, and lighting and electrical components. <br />Existing control monuments shall be used for the survey control and will need to be tied together <br />to check for accuracy. The survey will have to be coordinated with the Airport Manager for airport <br />access and optimum time to minimize disruption to air traffic. The airfield pavements and runway <br />will be open to aircraft, surveyors will have to monitor the local frequency and move out of safety <br />areas for aircraft. The survey shall be conducted in accordance to FAA AC 150/5370-2G safety <br />guidelines. Vertical datum should be in accordance to NAVD 88, and horizontal datum should be <br />in accordance to NAD 83. Vertical tolerances shall be +0.02-feet for paved surfaces and +0.05- <br />feet for unpaved surfaces. Horizontal tolerances shall be +0.03-feet.