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Home My WebLink AboutSUB201400197 Bond Reduction 2017-03-02COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-45% Phone 434 296-5832 Fax 434 972-4126 Bond Reduction Request 2nd March, 2017 Charles William Hurt Pantops-Lakeridge, LLC 195 Riverbend Drive Charlottesville, VA 22911 CAHBuildamtelos.net Re: Bond reduction request for Hyland Ridge Phase 4 (Hyland Ridge Drive) — SUB2014-00197 Thank you for the documentation regarding completion of Hyland Ridge Phase 4 (Hyland Ridge Drive). This bond is currently at the original amount of $2,308,380. The bond can now be reduced to $261,676 (the minimum 20% of the original bond amount). The total bond can be released upon the road's acceptance into the state system, and the installation of the one remaining traffic control sign. Ensure final As-builts are submitted according to Albemarle County's as -built road plan policy. Please contact me if you have any further questions. Sincerely, Bobby Jocz, EIT Civil Engineer 1 (434) 296-5832 ext: 3283 County of Albemarle Department of Community Development 401 McIntire Rd. Charlottesville, VA 22902 Copy: Ana Kilmer, File COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 Subdivision Bond Inspection Bond Title: Hyland Ridge Subdivision — Hyland Ridge Drive, Phase 4 File Number: SUB2014-00197 Date of inspection: 2/10/2017 Reviewer: Bobby Jocz Original Bond Amount: $ 1,308,380 [20% = $261,676] Phone: (434) 296-5832 ext. 3283 Current Bond Amount: $ 1,308,380 Your bond inspection request has been processed. This list contains an update on the items received and approved. Received Approved Y N Y N N/A VDOT ■ ❑ Completed inspection request and fee ■ ❑ ❑ ❑ ■ 7 As -built plan, updated, sealed to current date, per As -built policy ❑ ■ ❑ ❑ ■ ❑ Copies of recorded plats for right-of-way, easements a ❑ ❑ ❑ ■ ❑ VDOT approval AM-4.3, or partial completion via punchlist ■ ❑ ❑ ❑ ■ ❑ Letter from P.E. certifying improvements are built to plan ■ ❑ ❑ ❑ ■ ❑ Current certification form completed by owner/developer ■ ❑ ❑ ❑ ■ ❑ CBR test reports for each road ❑ ❑ ❑ ■ ❑ ■ Stone depth and material inspection reports (or core tests) ❑ ❑ ❑ ■ ❑ ■ Pavement depth and material inspection reports (or core tests) ❑ ❑ ❑ ■ ❑ ■ Compaction test reports for fill areas under road ❑ ❑ ❑ ■ ❑ ■ Pipe trench inspection reports ❑ ❑ ❑ ■ ❑ ■ Pipe interior inspections reports and video ❑ ❑ ❑ 8 ❑ ■ Concrete test reports for structural concrete, curbing, aprons, etc. ❑ ❑ ❑ ■ ❑ ■ Structural inspection reports for any bridges or box culverts ❑ ❑ ❑ ■ ❑ ■ county road name signs and posts, or a sign agreement for alt. posts ❑ ❑ ❑ Updated bond amount based on completed work: Checklist Items - Hyland Ridge Drive 10+00 to 38+35 o Aggregate Base o Asphalt Base o Asphalt Surface o Curb CG-6 o Street name sign o Traffic control sign o Street landscape o Drop inlet or grate o Standard manhole frame top o Manhole structure (per t1 rise) Unit Notes Completed Repair Not built 2778.3 tons ■ ❑ ❑ 1458.6 tons ■ ❑ ❑ 729.3 tons ■ ❑ ❑ 5670ft ■ ❑ ❑ 1 ■ ❑ ❑ 3 Only 2 installed ❑ ❑ ■ 112 ■ ❑ ❑ 31 ■ ❑ ❑ 5 ■ ❑ ❑ 570ft 0 ❑ 0 o Pipe, RCP, 15" 871ft 992ft installed ■ ❑ ❑ o Pipe, RCP, 18" 231ft 231ft installed ■ ❑ ❑ o Pipe, RCP, 24" 129ft 131 ft installed ■ ❑ ❑ o Pipe, RCP, 36" 1486ft 1488ft installed ■ ❑ ❑ NOTES: As Built Notes: Vertical Alignment - Write the constructed vertical elevations and compare to the design elevations where necessary. Measurements shall be at frequent enough intervals to accurately portray the asbuilt centerline. For alignments which deviate significantly from the design, provide curvature and sight -distances. Corrections may be required for alterations from the design alignment. • Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. The diagrams are missing for some elements of the stormsewer system on the stormsewer profiles. • Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. Pavement Designs — Label the as -built pavement and base layers. Indicate the measured pavement thicknesses based on inspections or cores as referenced and included. Inspection reports are required for fill compaction, CBR's, and pavement applications. Please refer to on-line content at hM2://www.albemarle.org/dWtforms.asp?department=cdeng_To for checklists and procedures.