HomeMy WebLinkAboutSUB201700187 Bond Reduction 2021-07-14COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 22902
Road Bond Inspection
Bond Title: Road Plans for Crozet Court
File Number: SUB2017-00187
Date of inspection: 06/15/2021 Original Bond Amount: $465,320
Reviewer: John Anderson Current Bond Amount: $465,320
Phone: (434) 296-5832, x3069 Updated Bond Amount: $186,128
Your bond inspection request has been processed. This list contains an update on the items received and approved.
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VDOT
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Completed inspection request and fee
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As -built plan, updated, sealed to current date, per As -built policy
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Copies of recorded plats for right-of-way, easements
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(Please furnish bk.-pg. reference for recorded subdivision /easement plat)
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VDOT approval AM-4.3, or partial completion via punch]ist
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Letter from P.E. certifying improvements are built to plan
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Current certification form completed by owner/developer (for bond release)
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CBR test reports
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Stone depth and material inspection reports (or core tests)
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Pavement depth and material inspection reports (or core tests)
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Only base asphalt depth report provided; surface asphalt has not been placed.
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Compaction test reports for fill areas under road —Need for Agatha Ridge Ln. ❑
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Pipe trench inspection reports (storm line, no; provided for water utility only) ❑
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Pipe interior inspections reports and video: report, yes; video, no
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Test reports for structural concrete, curbing, aprons, etc. (ASTM C 39)
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Structural inspection reports for any bridges or box culverts
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County road name signs and posts, or a sign agreement for alt. posts
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Please refer to on-line content at
https://www.albemarle.org/home/shonublisheddocument/1276/637321324043370000 for checklists and procedures.
Provide, remedy, or furnish additional report/s for the following items for additional ROAD Plan bond reduction:
1. Viewable pipe inspection video (flash drive or link to downloadable video file/s).
Please do not provide link that requires VDOT /Albemarle to have a paid cloud account (DropboxTm, for example).
2. Final asphalt surface course depth report: Agatha Ridge Lane; Agatha Ridge Court.
3. Cut curb at inlets where runoff collects on base asphalt and cannot reach storm system on Agatha Ridge Court
(photo, below).
4. Remove truss framing packages from Agatha Ridge Lane cul-de-sac. Framing stamped with #8148, #8292.
5. Remove four (4) dumpsters from paved surface, from public RW.
6. Ten (10) storm pipe joint separations, Medium, and hole void listed in Tri-State storm pipe video inspection report:
a. E2 — E 1: 34.3', 74.1' g. C3 — C2: 10.2'
b. E3 — E2: 50.9', 71.3' h. A5 — A4: 11.1'
c. F 1— F2: 23.5' i. A6 — A5: 112.3'
d. D3 — D2: 9.6'
e. B5—B4:20.8'
f. C2 — CI: `Hole Void Visible — Position 12, 8.9'
7. Tri-State report lists `F'-line storm line; revise As -built to include `F'-line stone line As -built profile.
8. As -built includes `E'-line storm line; revise As -built plan view to display `B'-line.
9. Provide clarification /narrative discussing whether CBR values of 6.3 (Agatha Ridge Lane, Sta. 10+00, 14+75) are
consistent with pavement design.
10. Provide subgrade compaction test reports (beyond visual proof -roll) for Agatha Ridge Lane. Subgrade base
compaction testing (ASTM 6938) appears limited to Agatha Ridge Court, Sta. 14+25, 4/2/20. Note: ASTM tests
were performed on 21A stone beneath curb and gutter, but Material Inspection Report binder does not appear to
include ASTM 6938 test report for Agatha Ridge Lane travel lane subgrade.
Photos courtesy Alb. County, 6/15/21
Bond Inspection checklist_SUB2017-00187 Crozet Court_RP_071421 redux.docx