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Agenda - 06-18-2024; 8-n - Professional Engineering Contract – Transit Access Sidewalk for Orange Grove Road
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Agenda - 06-18-2024; 8-n - Professional Engineering Contract – Transit Access Sidewalk for Orange Grove Road
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6/18/2024
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8-n
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Agenda for June 18, 2024 BOCC Meeting
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12 <br /> Task 1 — Project Management and Project Administration <br /> Project Schedule/Plan and Maintenance <br /> WSP, in coordination with the ORANGE COUNTY, will develop a project schedule for this scope. WSP will prepare a <br /> monthly progress report for the duration of this task order. The progress report will describe the accomplishments made in <br /> the last month updating the overall project status. This will be submitted with each invoice. <br /> Coordination <br /> WSP will maintain continuous coordination with the ORANGE COUNTY for the duration of the task order. This <br /> coordination includes regular transmittals of project correspondence and records as well as telephone contact for immediate <br /> attention. <br /> In addition to the regular coordination, WSP will coordinate with NCDOT throughout the scoping and design process on <br /> approval of the plans. This will include up to three(3)meetings with the NCDOT staff. <br /> Meetings <br /> A total of five(5)meetings with the ORANGE COUNTY are assumed. These meetings could include: a kick-off meeting, <br /> unscheduled meetings to review deliverables or project status,meetings to discuss project issues that arise,or team meetings <br /> in advance of other meetings. It is assumed that three (3) WSP staff will attend each of these meetings. WSP will prepare <br /> draft and final meeting minutes for each meeting. <br /> Task 1 Fee: $8,603.24 <br /> Task 2— Surveying <br /> Task 2.1 —Survey: <br /> Survey limits are defined as approximately 1.07 miles of sidewalk from Cedar Ridge High School first driveway on New <br /> Grady Brown School Road to the intersection with Orange Grove Road (approximately 500 ft.). Then heading north on <br /> Orange Grove Road approximately 1 mile to Eflin Boulevard. This is an English project and will be mapped at a 1"= 50' <br /> scale using Bentley Open Road Designer and the latest version of NCDOT Location& Surveys workspace. The following <br /> are the list of subtasks performed: <br /> 1. Courthouse research will be performed for approximately 10 properties within the project limits.WSP will provide <br /> the ORANGE COUNTY with PDF copies of deeds and plats. <br /> 2. A letter will be mailed out prior to beginning field work. The letter will state Barry W. Creed, PLS as the primary <br /> contact person for survey related work.A sample letter will be sent for approval before the letters are mailed.WSP <br /> will also attempt to contact property owners or tenants, door to door,prior to beginning survey. <br /> 3. WSP will establish Baseline Control staked and traversed according to Location & Surveys guidelines. Additional <br /> baseline control points will be set with#5 rebar and stamped NCDOT using aluminum caps containing BL control <br /> point# (i.e. BL-101). All points will be traversed from GPS control by turning two sets of angles per stations and <br /> will be looped back to the GPS control monuments.GPS control co-ordinates will be set by WSP.A traverse closure <br /> report will be submitted showing closure within a tolerance better than (1:20000 raw closure). Baseline will run <br /> from south to north and point number will be sequential. 811 will be notified to clear areas of any underground <br /> utilities prior to driving rebar. <br /> 4. WSP will generate best fit alignments on all-L-lines within the survey limits.The best fit alignment shall be placed <br /> within 0.5 foot of the mean centerline between the existing edges of pavement. The alignments will be stationed <br /> starting at 5+00.00 -BL- and 10+00.00—EL- and provided in Open Road Designer format. The alignment will be <br /> mapped in the FS design file. <br /> 5. WSP will set and establish 2 benchmark as per Location& Surveys guidelines. The Benchmark data will be tied to <br /> NAVD 1988 vertical datum from the nearest project control point.A digital level loop will be run through all points <br /> Page 2 <br />
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