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HomeMy WebLinkAboutSUB201500119 Bond Reduction 2018-11-20COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 Road Bond Inspection Bond Title: SUB201500119 -Rivanna Villaize Phase 1 and Darts of Phase 3 & 4 [bond 2 File Number: SUB201500119 Date of inspection: 11/9/18 Original Bond Amount: $1,484,780 Reviewer: John Anderson Current Bond Amount: $1,484,780 Phone: (434) 296-5832 Updated Bond Amount: $557,820 (8 roads /alleys, total) Bond Inspection Checklist date: Nov 20, 2018 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 ■ ❑ ❑ ❑ ■ ❑ As -built plan, updated, sealed to current date, per As -built policy ❑ ■ ❑ ❑ ❑ ■ Copies of recorded plats for right-of-way, easements ❑ ■ ❑ ❑ (Review Copy of unrecorded plats submitted. Provide DB-PG ref. to recorded easements.) ❑ ❑ 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 ❑ ❑ ■ ❑ (NA, till release) ■ ❑ CBR test reports for each road ■ ❑ ❑ ❑ ■ ❑ Stone depth and material inspection reports (or core tests) ■ ❑ ❑ ❑ ■ ❑ Pavement depth and material inspection reports (or core tests) ■ ❑ ❑ ❑ (Ref. 9/21/18 Viola Engineering PC Construction Testing Report; BM Asphalt, only) ■ ❑ Compaction test reports for fill areas under road ■ ❑ ❑ ❑ (ASTM D-698 [95% Max. dry density]) ■ ❑ Pipe trench inspection reports ■ ❑ ❑ ❑ ■ ❑ Pipe interior inspections reports and video (Follow-up required) 0 ❑ ❑ ❑ ■ ❑ 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 ❑ ❑ ❑ (VDOT to approve for public roads /County to approve for private roads /Alleys) Please refer to on-line content at hlW://www.albemarle.org/deptfonns.asp?department=cdengmTo for checklists and procedures. 1. Letter from P.E. certifying improvements are built to plan; follow-up repair /replacement of limited storm pipe (ref. Attached .xls); installation of remaining items, including: sidewalks, street trees, etc. is required for further reduction. VDOT acceptance of Steamer Drive, Village Ave, Sycamore /Sweetgum Lanes is required to reduce bond to less than 20% of initial amount. Engineering /Road Plan Bond Inspection Checklist Page 2 of 2 Notes: As -built Plan: 1. Sheet 14: SD 1­14-1 to SD H4 As -built slope=0.48%. Evaluate capacity of pipe, since slope < 0.5% Min. 2. Sheet 14: SD G6 to G4 As -built slope=0.32%. Evaluate capacity of pipe, since slope < 0.5% Min. Check As -built for possible labeling error, as As -built pipe length /slope radically different from design. 3. Sheet 14: SD I3-2 to SD 13-1 As -built slope=0.31%. Evaluate capacity of pipe, since slope < 0.5% Min. 4. With future As-builts, renumber the first sheet 6 as sheet 5. Thank you for your patience. Please review attached .xls, and contact Engineering if any questions. J. Anderson — 434.296-5832—0069; janderson2galbemarle.org