Loading...
HomeMy WebLinkAboutSUB201400186 Bond Reduction 2017-08-29COUNTY 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 296 August, 2017 Alan R. Taylor Riverbend Management 321 East Main St. Charlottesville, VA 22902 al an(a,riverbenddev. com Re: Bond reduction request for Estes Park Phase II — SUB2013-00035 Thank you for the documentation regarding bond inspection of Estes Park Phase I. Unfortunately, a reduction of the bond amount of $615,510 could not be processed at this time due to the following missing items: 1. VDOT AM-4.3 or partial completion punch list 2. Pipe inspection video (the report was provided, but not the video). These items will need to be provided to the County within 30 days. If not provided in the allotted time period, resubmittal of the bond inspection request (including fees) will be required. If this information cannot be provided in that timeframe, contact County staff to discuss timeline for obtaining items. Please contact me if you have any further questions. Sincerely, eobyv cz, 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: Estes Park Phase II File Number: SUB2013-00035 Date of inspection: N/A Reviewer: Bobby Jocz Original Bond Amount: $615,510 [20%=$123,102] Phone: (434) 296-5832 Current Bond Amount: $615,510 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 ■ ❑ ❑ ❑ i ❑ 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: N/A Checklist Items Unit Notes Completed Repair Not Built - Regent Street 13+10 to 19+24.61 o Aggregate Base ❑ ❑ ❑ o Asphalt Base ❑ ❑ ❑ o Asphalt Surface ❑ ❑ ❑ o Curb CG-6 1000 ft ❑ ❑ ❑ o Sidewalk 6' 1000 ft ❑ ❑ ❑ o Traffic control sign 1 ❑ ❑ ❑ o Street Name Sign 1 ❑ ❑ ❑ o Street landscape 16 ❑ ❑ ❑ o Drop inlet/grate 1 1 ❑ ❑ ❑ o Manhole structure 58ft 0 0 0 o Pipe15" 371ft ❑ ❑ ❑ o Pipe 18" 29ft ❑ ❑ ❑ o Pipe 24" 20811 ❑ ❑ ❑ o Pipe 30" 65ft ❑ ❑ ❑ o Pipe 8" Nyoplast 22ft ❑ ❑ ❑ o Clear and grub ❑ ❑ ❑ o Fill grading ❑ ❑ ❑ o As builts ❑ ❑ ❑ o Survey and layout ❑ ❑ ❑ o Materials testing ❑ ❑ ❑ o Compaction testing ❑ ❑ ❑ o CBR Tests ❑ ❑ ❑ o Stone Depth inspections ❑ ❑ ❑ o Pavement inspections ❑ ❑ ❑ o Pipe and drainage video ❑ ❑ ❑ - Decatur Drive 15+45 to 19+78.44 o Aggregate Base ❑ ❑ ❑ o Asphalt Base ❑ ❑ ❑ o Asphalt Surface ❑ ❑ ❑ o Curb CG-6 740 ft ❑ ❑ ❑ o Sidewalk 6' 700 ft ❑ ❑ ❑ o Ramp CG-12 2 ❑ ❑ ❑ o Traffic control sign 3 ❑ ❑ ❑ o Street landscape 9 ❑ ❑ ❑ o Drop inlet/grate 5 ❑ ❑ ❑ o Standard manhole 3 ❑ ❑ ❑ o Manhole structure 48ft ❑ ❑ ❑ o Pipe 15" 58011 ❑ ❑ ❑ o Pipe 12" Nyoplast 153ft ❑ ❑ ❑ o Pipe 30" 28ft ❑ ❑ ❑ o Fill grading ❑ ❑ ❑ o cut grading ❑ ❑ ❑ o As builts ❑ ❑ ❑ o Survey and layout ❑ ❑ ❑ o Materials testing ❑ ❑ ❑ o Compaction testing ❑ ❑ ❑ o CBR Tests ❑ ❑ ❑ o Stone Depth inspections ❑ ❑ ❑ o Pavement inspections ❑ ❑ ❑ o Pipe and drainage video ❑ ❑ ❑ Conway Lane 10+00 to 13+56.59 o Aggregate Base o Asphalt Base o Asphalt Surface o Curb CG-6 o Sidewalk 6' o Ramp CG-12 o Street Name Sign o Traffic control sign o Street landscape o Drop inlet/grate o Manhole structure o Pipe 15" o Pipe 8" Nyoplast o Fill grading o Cut grading o As builts o Survey and layout o Materials testing o Compaction testing o CBR Tests o Stone Depth inspections o Pavement inspections o Pipe and drainage video 700 ft 663 ft 4 2 3 12 4 3ft 101ft 114ft NOTES: Submittal: • Provide pipe inspection video for review. • VDOT punch list required for bond reduction/release. As -Built: • Provide storm sewer as -built profiles • Curb radii at intersections must be provided Inspection: • N/A, inspection will occur when proper documentation is provided ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Please refer to on-line content at http://www.albemarle.org/deptforms.asp?department=cdengwpo for checklists and procedures.