HomeMy WebLinkAboutSUB201600061 Bond Reduction 2020-06-18 COUNTY OF ALBEMARLE
Department of Community Development
401 Mclntire Road
�'� ^` Charlottesville,Virginia 22902
Road Bond Inspection
Bond Title: Glenmore K2C-2, Phase 3
File Number: SUB201600061
Date of inspection: June-18-20 Original Bond Amount: $316,080
Reviewer: David James Current Bond Amount: $316,080
Phone: (434) 296-5832 Updated Bond Amount: $128,200
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 ❑ • ❑ ❑
❑ ■ VDOT approval AM-4.3, or partial completion via punchlist DEMO
❑ • 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) ■ ❑ El ❑
■ ❑ 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 ❑ ■ ❑ ❑
❑ ■ 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❑ ❑ •
Please refer to on-line content at http://www.albemarle.org/deptforms.asp?department=cdengwpo for
checklists and procedures.
CRD.
o Provide copies of recorded plats for ROW, easements. Bond cannot be released until
recorded.
o Provide certification form & letter.
o Provide pipe trench reports.
Report.
o Provide pavement core tests for Phase 3, Road A & D. The report noted density &
thickness of BM-25 A, but location (station) unknown (no map given).
o One pavement report is for Phase 2 (about half-way in), dated 9/29/19.
As-built.
o Show easement deed bk/pg references.
o Sheet 5 - Invert out from B3 should be 318.42, 308.42 shown.
Video.
o No pipe joints were videoed. C6 to C5 pipe half submerged with pond water.
Field.
o Install surface pavement.
o Install streets signs.
o All street signs will have to meet new size standards.
STANDARD
J Local/Subdivision)
SIGN BLANKS
Horizontal length 30"min to 48"max
Vertical length 9"(extruded)
o Install street trees.
o Install culverts.
o Install cross drain & EW-12 near station 23+00 & at cul-de-sac, Road A.
o Run B2 to B1 does not appear to be draining well (Pipe half full of muddy water).
Noted standing water in Str B2.
o Remove inlet protections once upstream areas are stabilized.