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Home My WebLink AboutSUB201000060 Review Comments Bond Inspection 2017-03-14COUNTY 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 14`h March, 2017 Charles William Hurt Pantops-Lakeridge, LLC 195 Riverbend Drive Charlottesville, VA 22911 CAHBuildkntelos.net Re: Bond reduction request for Pavilions at Pantops Phase III — SUB2010-000060 Thank you for the documentation regarding bond inspection of Pavilions at Pantops Phase III. Unfortunately, a reduction of the recalculated bond amount of $870,350 could not be completed at this time due to some missing documentation described below. For bond reduction the following must be provided: a. Stone depth and material/core test reports as well as base and surface pavement inspections. Without this it is not possible to reduce bullet items related to the completion of the road surface. b. Concrete test reports. Without these it is not possible to reduce bullet items related to Curb/gutter/sidewalk/CG-12 structures. Ensure the appropriate amount of CBR tests are provided for each road section. Kempton place and Whittington Drive should have additional CBRs taken. Soil Sample Frequency and CBR Tests for Design of New Subdivision Streets are as follows: 1. For streets less than 200 feet in length, one soil sample for conducting AASHTO soil classification and CBR test is required. 2. For streets 200 to 500 feet in length, at least two soil samples for conducting AASHTO soil classification and CBR tests is required, which includes one at each intersection of an existing state road. 3. For longer streets, one soil sample shall be taken at each intersection with an existing state road plus one test sample every 500 feet in length, or portion thereof, is required for conducting AASHTO soil classification and CBR tests. For final bond release all the items above, as well as following will be required: a. Copies of recorded plats for ROW, and other easements. Copies of all recorded drainage easements, sight easements, and right of way PLATS should be provided. These should be copies of actual recorded PLAT documents from the Clerk's office. b. Signed and sealed letter from P.E certifying that completed improvements are built to Engineering Review Comments Page 2 of 2 plan. c. Completed Certificate of Completion signed by the owner. d. Repair sections of pipe/pipe issues noted in the attached punchlist or provide Professional Engineer certifications e. Address remaining missing items in the attached punchlist. Ensure final As-builts are submitted according to Albemarle County's as -built road plan policy. See attached punchlist for more information. Please contact me if you have any further questions. Sincerely, 114e Bobby Jocz, EIT Civil Engineer 1 (434) 296-5832 ext: 3283 County of Albemarle Department of Community Development 401 McIntire Rd. Charlottesville, VA 22902 Copy: Ana Kilmer, File COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 Subdivision Bond Inspection Bond Title: Pavilions at Pantops Phase III File Number: SUB2010-000060 Date of inspection: N/A Reviewer: Bobby Jocz Original Bond Amount: $399,299 recalculated to $870,350 [20%=$174,070] Phone: (434) 296-5832 Current Bond Amount: $870,350 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 ❑ ❑ ■ ❑ ❑ ■ 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) ❑ ■ ❑ ❑ ❑ ■ 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 ❑ ❑ ■ Updated bond amount based on completed work: $870,350 Checklist Items - Winthrop Drive 10+00 to 17+64 o Aggregate Base o Asphalt Base o Asphalt Surface o Curb CG-6 o Sidewalk, Concrete 4' o Ramp CG-12 o Street Name Sign o Traffic Control Sign o Clear and Grub Unit Notes Completed Repair/partial Not Built 367.9cy Field Check (FC) ■ ❑ ❑ 278.1 tons FC, complete on asbuilt ■ ❑ ❑ 185.4 tons FC, complete on asbuilt ■ ❑ ❑ 1528.Oft FC, complete on asbuilt ■ ❑ ❑ 1568.0ft FC, partially comp. asbuilt ❑ ■ ❑ 2 Not complete per asbuilt ❑ ❑ ■ 1 Not complete per asbuilt ❑ ❑ ■ 2 Not complete per asbuilt ❑ ❑ ■ 0.5 Acre ■ ❑ ❑ o Grading ■ ❑ ❑ o CBR tests 3 Only 2 completed ❑ ■ ❑ o As -built drawings 2 ■ ❑ ❑ o Survey and layout 2 ■ ❑ ❑ o Mobilization 1 ■ ❑ ❑ - Kempton Place 10+00 to 12+30 o Aggregate Base 110.Ocy FC, complete on asbuilt ■ ❑ ❑ o Asphalt Base 83.7 tons FC, complete on asbuilt ■ ❑ ❑ o Asphalt Surface 55.8 tons FC, complete on asbuilt ■ ❑ ❑ o Curb CG-6 460ft FC, complete on asbuilt ■ ❑ ❑ o Sidewalk, Concrete 4' 460ft FC, partially comp. asbuilt ❑ ■ ❑ o Street Name Sign 1 FC needed ❑ ❑ ■ o Traffic Control Sign 2 FC, only 1 shown on asbuilt ❑ ■ ❑ o Clear and Grub 0.2 Acre ■ ❑ ❑ o Grading ■ ❑ ❑ o CBR tests 1 ■ ❑ ❑ o As -built drawings 1 ■ ❑ ❑ o Survey and layout 1 ■ ❑ ❑ o Mobilization 1 ■ ❑ ❑ - Newcastle Court 10+00 to 11+96 o Aggregate Base 94.4cy FC, complete on asbuilt ■ ❑ ❑ o Asphalt Base 71.3 tons FC, complete on asbuilt ■ ❑ ❑ o Asphalt Surface 47.6 tons FC, complete on asbuilt ■ ❑ ❑ o Curb CG-6 392ft FC, complete on asbuilt ■ ❑ ❑ o Sidewalk, Concrete 4' 196ft FC, complete on asbuilt ■ ❑ ❑ o Street Name Sign 1 Not complete per asbuilt ❑ ❑ ■ o Traffic Control Sign 2 FC, complete on asbuilt ■ ❑ ❑ o Clear and Grub 0.1 Acre ■ ❑ ❑ o Grading ■ ❑ ❑ o CBR tests I ■ ❑ ❑ o As -built drawings 1 ■ ❑ ❑ o Survey and layout 1 ■ ❑ ❑ o Mobilization 1 ■ ❑ ❑ - Whittington Place 10+00 to 17+84 o Aggregate Base 377.5cy FC, complete on asbuilt ■ ❑ ❑ o Asphalt Base 285.4 tons FC, complete on asbuilt ■ ❑ ❑ o Asphalt Surface 190.3 tons FC, complete on asbuilt ■ ❑ ❑ o Curb CG-6 1568.Oft FC, complete on asbuilt ■ ❑ ❑ o Sidewalk, Concrete 4' 1568.Oft FC, partially comp. asbuilt ❑ ■ ❑ o Ramp CG-12 6 Not complete per asbuilt ❑ ❑ ■ o Street Name Sign 1 Not complete per asbuilt ❑ ❑ ■ o Traffic Control Sign 2 FC needed, only one shown ❑ ■ ❑ o Clear and Grub 0.5 Acre 0 ❑ 0 o Grading ■ ❑ ❑ o CBR tests 3 Only 2 completed ❑ ■ ❑ o As -built drawings 2 ■ ❑ ❑ o Survey and layout 2 ■ ❑ ❑ o Mobilization 1 ■ ❑ ❑ Notes: - Punchlist items shown above are from items provided on asbuilts dated 10/31/2016. Field verification of punchlist items will occur once all required documents are provided (see attached letter). - Pipe Inspection video notes o D5-D6 Deformed Vertical 15% 93.75ft [Severe] -> Ok, low priority Fracture 97.00ft [Good] -> Ok, low priority o D6-D6A Hole/Void 3.00ft [severe] -> Priority issue, Repair Hole/soil 13.00ft [severe] -> Medium priority o 137-136 Hole 35.90ft [severe] -> Priority issue, Repair o D8-D9 Deformed Horizontal 15% 115.65 [severe] -> Ok, low priority o D14-Dl l Deformed 15% 20.30ft [severe] -> Ok, low priority o 1314-1315 Deformed 35% 47.00ft [severe] -> Ok, low priority Deformed Vertical 60% 49.65ft to Deformed Vertical 60% 56.70ft [severe] -> Priority issue, Repair Deformed 30% 52.00ft to Deformed 30% 70.15ft [severe] -> Ok, low priority o D21-D20 hole 35.90ft [poor] -> Medium priority o D21-1322 Hole 9.89ft [severe] -> Priority issue, Repair Deformed Vertical 20% 90.85ft to Deformed Vertical 20% 100.90ft [severe] -> Ok, low priority Deformed Vertical 20% 116.70 to Deformed Vertical 20% 119.83ft [severe] -> Ok, low priority Deformed Vertical25% 133.6ft [severe] -> Ok, low priority o D30-D29 Deformed Vertical 15% 6.67ft to Deformed Vertical 15% 23.42ft [severe] -> Ok, low priority o D36A-D36 Deformed Vertical 20% 2.00ft [severe] -> Ok, low priority Deformed Vertical 35% 9.0011 Deformed Vertical 35% 24.05ft [severe] -> Medium priority o D37-D36A Deformed Vertical 15% 9.45ft to Pipe Needs Deformed Vertical 15% 56.22ft [severe] -> Ok, low priority Replacement Deformed Vertical 20% 56.13ft to Deformed Vertical 20% 69.51ft [severe] -> Ok, low priority Deformed Vertical 35% 69.51 ft to Deformed Vertical 35% 88.34ft [severe] -> Medium priority Hole/soil 85.96ft [severe] -> Priority issue, Repair Hole/soil 85.96ft [severe] -> Priority issue, Repair o D37-3 8 Deformed Horizontal 10% 4.01 ft [severe] -> Low/Medium priority Deformed Horizontal 15% 15.48ft Deformed Horizontal 15% 34.50ft [severe] -> Ok, low priority - As -Built Notes: o Show and label constructed edge of pavement radii for all intersections. o Provide pavement designs. Label the as -built pavement and base layers. Provide the measured pavement thickness based on inspections. o Label deed book and page numbers for all dedicated ROW easements. Provide copies of recorded documents. o Show all installed signs and pavement markings.