HomeMy WebLinkAboutSUB201600061 Plan - As-built 2023-03-17 (5)SHIMP ENGINEERING, P.C.
Design Focused Engineering
February 21, 2023
Mr. David James
County of Albemarle
401 McIntire Rd
Charlottesville, VA 22902
RE: Glenmore K2CII — Phase 3
As -Built Comment Response
SUB-201600061, WPO-201600008
Current Bond Amounts:
SUB-201600061 = $128,200.00 (59% Reduced)
ACSA = $ 23,000.00 (80% Reduced)
1.) Provide copies of recorded plats for ROW, easements. Bond cannot be released until recorded.
Copy of recorded plat provided.
2.) Provide certification form & letter.
Signed certification of completion form provided. Engineer's certification letter provided.
3.) Provide pipe trench reports.
Pipe trench certification letter by contractor provided.
4.) Provide pavement core tests for Phase 3, Road A & D. The report noted density & thickness of
BM-25A, but location (station) unknown (no map given).
Map of pavement core tests provided.
5.) One pavement report is for Phase 2 (about halfway in), dated 9/29/19.
Pavement report for Phase 2 removed from Phase 3 Packet.
6.) Show easement deed bk/pg references.
Easement deed book and page references shown.
7.) Sheet 5 — Invert out from B3 should be 318.42, 308.42 shown.
Plans have been corrected for B3 invert out.
8.) No pipe joints were videoed. C6 to C5 pipe half submerged with pond water.
Pipe C6-05 has been re-videoed and provided.
912 E. High Sr. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com
9.) Install surface pavement.
Surface pavement has not been installed.
10.) Install street signs.
Street signs installed.
11.) All street signs will have to meet new size standards.
Ok
12.) Install street trees
Street trees installed.
13.) Install culverts
Culverts installed; any remaining culverts are to be installed by house contractors.
14.) Install cross -drain & EW-12 near station 23+00 & at cul-de-sac, Road A.
Cross -drains are installed with no EW-12s. Cross drains are run to manholes.
15.) Run B2 to B 1 does not appear to be draining well (pipe half full of muddy water). Noted
standing water in Str B2.
Inverts/slopes and proximity to pond do not allow for pipe to drain welt.
16.) Remove inlet protection once upstream areas are stabilized.
Inlet protection removed
Regards,
Michael Chandler
Shimp Engineer, P.C.