The URL can be used to link to this page

Home My WebLink AboutSUB201300096 Bond Reduction 2017-04-17COUNTY 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 17'�' April, 2017 Bill Ledbetter 914 Monticello Rd. Charlottesville VA, 22902 Billgroudabush.com Re: Bond reduction request for Old Trail Village — Ashlar Ave. — SUB2013-00096 Thank you for the documentation regarding completion of Old Trail Village — Ashlar Ave. This bond is currently at the original amount of $454,350. The bond can now be reduced to $91,420. The total bond can be released upon the road's acceptance into the state system, and the completion of the punchlist items identified on the attached Subdivision Bond Inspection Worksheet. Please contact me if you have any further questions. Sincerely, �64bbyy 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 Subdivision Bond Inspection COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 Bond Title: Old Trail Village — Ashlar Avenue File Number: SUB2013-000096 Date of inspection: TBD Reviewer: Bobby Jocz Original Bond Amount: $454,350 [20%=$90,870] Phone: (434) 296-5832 Current Bond Amount: $454,350 Your bond inspection request has been processed. This list contains an update on the items received and approved. Received - Ashlar Ave l l+25 to 16+66 Approved Aggregate Base (Pub) o Y N Asphalt Base (Pub) Y N 1aiA 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: $91,420 Checklist Items - Ashlar Ave l l+25 to 16+66 o Aggregate Base (Pub) o Aggregate Base (PVT) o Asphalt Base (Pub) o Asphalt Base (PVT) o Asphalt Surface 0 2" Asphalt overlay o Curb CG -2 o Curb CG -6 o Sidewalk Concrete 5' o Sidewalk Brick Pavers o Ramp CG -12 Unit Notes Completed Repair Not Built/partial 330.8 Ton ■ ❑ ❑ 721.5 Ton ■ ❑ ❑ 173.7 Ton ■ ❑ ❑ 378.8 Ton ■ ❑ ❑ 254.5 Ton ■ ❑ ❑ 55.1 Ton ■ ❑ ❑ 600.0 ft See notes below ❑ ■ ❑ 720.0 ft ■ ❑ ❑ 1320.0 ft ■ ❑ ❑ 6300.0 Sq -ft ■ ❑ ❑ 8 each only 5 shown on As built 0 0 ■ o Bumper Blocks 6 each E3 o Street Name Sign 3 each o Traffic Control Sign 20 each o Street Landscape 25 each ■ o Drop or grate inlet 13 each El o Standard Manhole 1 each ❑ o Manhole Structure 5 ft ■ o Pipe, RCP, CMP 697.0 ft 11 o As -built Drawings I E]■ o Survey and Layout I ■ o Mobilization 1 El❑ o Materials Testing 2 each o Compaction Testing 2 each o CBR Reports 2 each o Stone Depth Inspections 2 each o Pavement Inspections 2 each o VDOT Surety 2 lanes Not Released o VDOT Maintenance Fee 2 lanes Not Released o VDOT admin Costs 2 lanes Not Released none installed none installed See Notes below Only 4 installed See Notes Below El ■ E3 ■ El El El El ■ El El ■ ❑ ❑ ■ El ❑ ■ ❑ ■ El ■ El El ■ 11 El ■ El E]■ El El ■ El El El❑ Notes: - As Built: o As built does not match current site conditions. Some items are not constructed that are presented as completed in As -built. Alternatively, some items are constructed but not presented on the as built. o Indicate the difference between standard and brick paver sidewalk area o Label CG -2 and CG -6 curb areas, also label where ro4top curbing is used. Such as behind residential areas adjacent to one way street to the southast of Ashlar Ave. o Provide final pavement design specifications. o Some signs are not labeled, but are shown as constructed, and are fond to be constructed in the field. o Show all proposed pavement markings. o Some CG -12 ramps are constructed but not presented as constructed in the asbuilt. - Field Visit o Landscaping has not been installed along Ashlar Ave. nor along the one way street adjacent to residential areas to the southeast of Ashlar Ave. (see attached photos) o A chunk of curb has been damaged/is missing along the parking lot adjacent to the townhomes. Needs repair. In aldition, there are cracks forming on the rol4top curbing adjacent to residential areas to the soutleast of Ashlar Ave. (see attached photos A & B) o Striping was not completed for handicap spaces.(see attached photo C) o A no parking sign is missing adjacentto the one way street. o One of the stop signs on the island adjacent to residential area to the northwest of Ashlar Ave is damaged and will need to be reset. (see attached photo D) o Cracks forming on CG 12 ramp located southwest of one way street. (see atitched photo E) - Other o Provide certification of completion o Provide concrete test reports for structural concrete, curbing, aprons, etc. o Complete items related to pipe video survey noted in the VDOT checklist. o Full release contingent on VDOT acceptance. Please refer to online content athgp://www.albemarle.or /g_deptforms.asp?department=cdengwycfor checklists and procedures. 7.-. .✓� _' i "t' r: ,f i � � _ _ n , �1t f^ oma,=�F . r.`� �V �. , �� \ .. _ C1r- 4 . �.: : �,� - 11 - '_ � �; a - � I S. � �\ 1 �.�� .3 i -5. r ,. �..� � ; . �' Photo C: Missing handicap striping to the left of island shown Photo D: Stop sign needs to be ro-set. Erosion occurring around base. Photo E: Cracking occurring on wings of CG 12 ramp. Photo F: Missing landscaping A N O_ V fA A N O EA fA fA fA fA y :2 M O fA fA N fA fA fA fA d3 U1 N N fA fA W V! EA fv9 fAfA fA fA EA N 7 S W Q. ' � 0 0 0 0 0 0 0 0 0 0 0 (.I1 O O O (T O O 01 O W V 01 W O O O O O1 O1 � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (D 0 0 0 0 0 0 0 0 0 0 0 N O O O O O O O O O O O O O O O O O O O Ut 0 0 0 0 0 0 0 0 0 0 0 ! M b9 W C O. N EA fA Vi fA N fA A EA EA EA fA W W GSD N <<< y O o 3 3 y a. 3 n q�j CO d fn ^ c c N w 1011 r0i1 c 0) m W 0 0 0 0 Co p� O v m N O' w c E oa Q) N 3 .17 0 0 0 a w O W W W W W O O O w N Ol 01 07 O m Oo 01 AA w W Q) 01 W W N m rn W U1 Ol N `ID 6 a a n n 01 0 01 N fD O O1 3 "0' O In p IV O v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 0 0 0 0 0 0 N w m m O 0 y y j d m y W N m m 1D 0 ° o m' o 3 O J 3 c m C N N O O n N 03 O ^. Q O O O 1 < 0�1 0 0 gj c a a O 0 1n y 7 0 n O n 0 s < ^. t0 0 4] c O -010 f0 0 x 1 N 0 N 3 {Q C a N N ^ 'c" j N N N, N CD J' N N j `O< of -1^ y Jc' O a d N (D f0 W 0 3 o Oi ID 0 0 v f'i + A i \/ N 3 a M. - m CD 7 J W 0 N T S O y D a m n 0 m ?5.H m 3 o 5. m C (D CD _ o � n W rn O 3 O. w A 0) 00 . + V! n O O .�•► O O N 0 0 0 0 0 0 0 0 0 0 0 O O O Oo A m A fl. x x x x x x x x x x m m x x x x x x r r r r r r r r r r ti 0 0 y CL N (A 0 0 0 0 0 0 0 0 0 0 � fCCD (�7 1� 1�y (A11 CAn 0 A A A A A OA1 N O CD 0 0 A co N N N N A AO 3 3 3>>>>> 3 3 x x x x x x cn cn cn vt N A .� 0 0 0 0 0 00000 O m x n N d — m 7 o N 0 0 0 A W W[2 O Z 0 1NJ1 01 W V M Co IO O N to Gri d N N d 001 d NC C C x x N d d 001 d N T !•F 7 c J J J 0 O O O O 0 0 0 0 0 O N N N N J J S= S S , 3 3 3 Imo. y 3 N N S S S S J' = fA A N O C CL 0 O CO W Oo O dD J m OD w m w m W m w W -30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O1 O o 0 0 0 0 0 0 0 0 0 O Vi 0 fA E>i fA fA bH fA fA fA EA fA EA fA EA fA fit EA di 3 A 69 EA EA An fA in EA N W W A fA EA O d) fA fA EA EA O A N 01 V W Ol N 0=. W m W w W W W o 0 o W A OD OD 01 V O la EA W W N O O O O O O O O V N O OO O 0 o O 0I 0�1 N O v 001 o m v, o 0 0 0 o O o o co 0 0 0 <. n o o . cn o o W o o w v m w w oo O cND W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 COIL OWD N N EA fA fA fA fA C fA fA N fA fA fA fA d3 U1 N N fA fA W V! EA fv9 fAfA fA fA EA N 7 O N N N N N O O O EA A Ol (P N N N fA W EA fA fA fA fA EA O Ol O O O O O O O O O W0 O O V o O N 01 N N O O W W ' � 0 0 0 0 0 0 0 0 0 0 0 (.I1 O O O (T O O 01 O W V 01 W O O O O O1 O1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (D 0 0 0 0 0 0 0 0 0 0 0 N O O O O O O O O O O O O O O O O O O O Ut 0 0 0 0 0 0 0 0 0 0 0 ! M b9 W EA fA Vi fA N fA A EA EA EA fA W W GSD N Q) fA � y fA fA fA y,1 fA N W W A N EA Vn 0I A N A N O V O) O V V 01 W Ul w O W W W W W O O O w N Ol 01 07 O m Oo 01 AA w W Q) 01 W W N m rn W U1 � W N 0 0 0 0 0 0 0 0 1D Ul O O V O O 01 O O A 0 0 W Du O) 01 V a) Ot 0 0 0 0 0 0 0 0 01 O O O Ol O o Ol O O O O O N O 01 A V IV O v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 0 0 0 0 0 0 N w m m O O m w rn o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o u, 0 0 o V C CL 0 O CO W Oo O dD J m OD w m w m W m w W -30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O1 O o 0 0 0 0 0 0 0 0 0 O Vi 0 fA E>i fA fA bH fA fA fA EA fA EA fA EA fA fit EA di 3 A 69 EA EA An fA in EA N W W A fA EA O d) fA fA EA EA O A N 01 V W Ol N 0=. W m W w W W W o 0 o W A OD OD 01 V O la EA W W N O O O O O O O O V N O OO O 0 o O 0I 0�1 N O v 001 o m v, o 0 0 0 o O o o co 0 0 0 <. n o o . cn o o W o o w v m w w oo O cND W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 COIL OWD N N