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HomeMy WebLinkAboutSUB201600021 Bond Release 2019-11-22COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 Bond Reduction Request Date: September 20, 2019 March Mountain Properties, LLC 1005 Heathercroft Circle, Suite 100 Crozet, VA 22932 Re: Bond reduction request for Old Trail Village Blocks 10, 16, 17, 18 & 30 (SUB201600021) East Village Dear Mr. Brockman: We received your bond inspection request for Old trail Village Blocks 10, 16, 17, 18 & 30. This bond is currently valued at $509,775. This bond cannot be released at this time. The following are still outstanding items: 1) The sign maintenance agreement is recorded (coordinate with Ana Kilmer) and 2) The public roads are accepted by VDOT. 3) Items are addressed based on email dated 11/20/19 (attached to this letter). Let me know if you have any questions. Thanks, Emily Cox, PE Civil Engineer II (434) 296-58332 Ext. 3565 County of Albemarle Department of Community Development 401 McIntire Rd Charlottesville, VA 22902 Core ID Core Location Date Cored Surface Thickness Base Thickness Total Core Stone Thickness (in) Core Specific Notes Cin) tiinj Thickness (in) Gravity C-1.1 Rowcross Street 10/8/2019 --- --- 3.80 6.00 2.491 *individual layers not identified C-2.1 Rowcross Street 10/8/2019 --- --- 4.50 5.75 2.472 *individual layers not identified C-3.1 Rowcross Street 10/8/2019 --- --- 4.50 6.00 2.410 *individual layers not identified C-4.1 Rowcross Street 10/8/2019 --- --- 4.50 5.75 1 2.408 *individual layers not identified C-5.1 Rowcross Street 10/8/2019 --- --- 3.80 6.25 2.410 *individual layers not identified C-1.2 Golf Drive 10/23/2019 1.5 2.9 4.40 7.00 2.404 C-2.2 Road between Golf Drive & Byward Street 10/23/2019 2.25 3.25 5.50 4.00 2.419 C-3.2 Alley between Golf Drive & Byward Street 10/23/2019 1.5 3 4.50 4.00 2.389 C-5.3 West alley between Golf Drive and Byward IStreet 11/19/2019 1.6 2.2 3.80 6.75 1 --- C-6.3 West alley between Golf Drive and Byward Street 11/19/2019 2.75 2.55 5.30 3.75 --- C-9.3 East alley between Golf Drive and Byward Street 11/19/2019 1.6 1.7 3.30 8.75 --- C-4.2 Byward Street 10/23/2019 1.3 1.7 3.00 7.50 2.431 C-4.3 Byward Street 11/19/2019 1.7 2.3 4.00 12.00 --- C-6.2 Petyward Lane 10/23/2019 3 0 3.00 6.00 2.462 C-1.3 Petyward Lane 11/19/2019 1.75 2.55 4.30 5.13 --- C-7.2 Priory Terrace 10/23/2019 2.8 0 2.80 6.25 2.455 C-2.3 Priory Terrace 11/19/2019 3 1.8 4.80 5.00 --- C-5.2 Alley between Fielding Run Drive & Rowcross Street 10/23/2019 1.75 3 4.75 4.25 2.362 C-3.3 Alley between Byward Street and Petyward Lane 11/19/2019 1.3 2 3.30 6.50 I --- C 3 West intersection of Rowcross Street and Golf Drive 11/19/2019 2 3.8 5.80 11.75 --- CC3 Northern most part of Rowcross Street 11/19/2019 2.3 2.5 4.80 3.25 Note: "C-1.1" = core location #1, first round of coring PUBLIC STREET NAM E DESIGN PAVEMENT SECTION AS -BUILT PAVEMENT SECTION DOES AS -BUILT PAVEMENT SECTION MEET OR EXCEED DESIGN? ROWCROSS 21B BM25.0 SM9.5 21B BM25.0 SM9.5 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) C-1 6 3 1.5 6 0 3.8 YES NO YES C-2 6 3 1.5 5.8 0 4.5 NO NO YES C-3 6 3 1.5 6 0 4.5 YES NO YES C-4 6 3 1.5 5.8 0 4.5 NO NO YES C-5 6 3 1.5 6.3 0 3.8 YES NO YES C-7 6 3 1.5 11.8 3.8 2 YES YES YES C-8 6 3 1.5 3.3 2.5 2.3 NO NO YES Observations: Upon reviewing the cores, it appears these cores consisted of fine aggregate asphalt mix. While some laverinn is evident- It annears to all he the same mix - ICore Table Core Designation Core Location Core Diameter (in.) Core Depth (in.) Time Collected Comments C-1 Rowcross Street 4.0 3.8 Stone Depth: 6.Oin C-2 Rowcross Street 4.0 4.5 Stone Depth: 5.75in C-3 Rowcross Street 4.0 4,5 Stone Depth: 6.0in C-4 Rowcross Street 4.0 4.5 Stone Depth: 5.75in C-5 Rowcross Street 4.0 3.8 Stone Depth: 6.25in C-7 West intersection of 4.0 5.8 Surface Mix: 2.Oin Rowcross St & Golf Dr Base Mix: 3.8in Stone Depth: 11.75in C-8 Northern most part of 4.0 4.8 Surface Mix: 2.3in Rowcross St Base Mix: 2.5in Stone Depth: 3.25in 0 9 a 4 PUBLIC DESIGN PAVEMENT AS -BUILT PAVEMENT STREET SECTION SECTION NAME GOLF 21B BM25.0 SM9.5 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) C-1 6 3 1.5 7 3 1.5 DOES AS -BUILT PAVEMENT SECTION MEET OR EXCEED DESIGN? 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) Core Table Core Core Location Core Core Depth Time Comments Designation Diameter On,) Collected fin.) C-1 Golf Drive 4.0 4.4 Surface Mix: 1.5in Base Mix: 2.9in Stone Depth: 7.0in Core Specific Gravity 2 404 DOES AS -BUILT PUBLIC DESIGN PAVEMENT AS -BUILT PAVEMENT PAVEMENT SECTION STREET SECTION SECTION MEET OR EXCEED NAME DESIGN? HIGHGATE 21B BM25.0 SM9.5 21B BM25.0 SM9.5 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) C-2 6 3 1.5 4 3.3 2.3 NO YES iES C-5 6 3 1.5 6.8 2.2 1.6 YES NO YES C-6 6 3 1.5 3.8 2.6 2.8 NO NO `°ES C-2 Road between Galt 4.0 5.5 Surface Mix: 2.25in Drive and Byward Street Base Mix: 3.25in Stone Depth: 4.Oin Core Specific Gravity: 2.419 C-5 I West alley between Goff I 4.0 3.8 I Surface Mix: 1.6in f Dr & Byward St Base Mix: 2.2in Stone Depth: 6.75in PUBLIC DESIGN PAVEMENT AS -BUILT PAVEMENT STREET SECTION SECTION NAME UPLAND 21B BM25.0 SM9.5 21B BM25.0 SM9.` (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHE C-4 6 3 1.5 7.5 1.7 1.3 C-4 6 3 1.5 12 2.3 1.7 1 .1 C-4 UPLAND j 4.0 3.0 DOES AS -BUILT PAVEMENT SECTION MEET OR EXCEED DESIGN? 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) YES NO NO YES NO YES Surface Mix: 1.31n Base Mix: 1.7in Stone Depth: 7.5in Core Specific Gravity, 2 431 C-4 JUPLAND 4.0 4.0 Surface Mic1.7iin Base Mir. 2.3in Stone Depth: 12.0in PRIVATE DESIGN PAVEMENT AS -BUILT PAVEMENT STREET SECTION SECTION NAME ADLERSGATE 21B BM25.0 SM9.5 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) C-3 6 2.5 1.5 4 3 1.5 C-9 6 2.5 1.5 8.8 1.7 1.6 DOES AS -BUILT PAVEMENT SECTION MEET OR EXCEED DESIGN? 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) NO YES YES YES NO YES C-3 Alley between Golf Drive 4.0 4.5 Surface Mix: 1.5in and Byward Street Base Mix: 3.Oin Stone Depth: 4.Oin Core Specific Gravity: 2,389 C-9 East alley between Golf 4.0 3.3 Surface Mix- 1.6in Dr & Byward St Base Mix: 1.7in Stone Depth: 8.75in PRIVATE DESIGN PAVEMENT AS -BUILT PAVEMENT STREET SECTION SECTION NAME BYWARD 21B BM25.0 SM9.5 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) C-5 6 2.5 1.5 4.3 3 1.8 C-3 6 2.5 1.5 6.5 2 1.3 DOES AS -BUILT PAVEMENT SECTION MEET OR EXCEED DESIGN? 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) NO YES YES YES NO NO C-5 Alley between Fielding 4.0 4.8 Surface Mix: 1.75in Run Drive and Base Mix: 3.Oin Rowcross Street Stone Depth: 4.25in Core Specific Gravity: 2.362 C-3 Alley between Byward St 4.0 3.3 & Petyward Ln Surface Mix: 1.3in Base Mix: 2_Oin Stone Depth: 6.5in PRIVATE STREET NAME PETYWARD C-6 C-1 DESIGN PAVEMENT SECTION 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) 6 2.5 1.5 6 2.5 1.5 AS -BUILT PAVEMENT SECTION 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) 6 0 3 5.1 2.6 1.8 DOES AS -BUILT PAVEMENT SECTION MEET OR EXCEED DESIGN? 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) YES NO YES NO YES YES C-6 Petyward Lane 4.0 3.0 Surface Mix: 3.Oin Base Mix: O.Oin Stone Depth: 6.Oin Core Specific Gravity: 2.462 PRIVATE STREET NAME PRIORY C-7 C-2 DESIGN PAVEMENT SECTION 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) 6 2.5 1.5 6 2.5 1.5 C-7 I PnoryTerrace 4_0 AS -BUILT PAVEMENT SECTION 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) 6.3 0 2.8 5 1.8 3 28 DOES AS -BUILT PAVEMENT SECTION MEET OR EXCEED DESIGN? 21B BM25.0 SM9.5 (INCHES) (INCHES) (INCHES) YES NO YES NO NO YES Surface Mix = 2.8in Base Mix: 28in Stone Depth: 6.25in Core Specific Gravity. 2.455 C-2 Pnory Terrace 4 © 8 Surface Mix: 31n Base Mix: ' 'I Stone Depth: 5.4in