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Home My WebLink AboutSUB201500140 Bond Reduction 2017-06-26COUNTY 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 22nd June, 2017 AVON PROPERTIES LLC PO Box 1467 Charlottesville, VA 22902 Re: Bond reduction request for Avinity Place, Phase II — SUB2015-00140 Thank you for the documentation regarding Avinity Place, Phase II. This bond is currently at the original amount of $143,850. The bond can now be reduced to $37,500 as outlined in the attached revised bond estimate sheet. The total bond can be released upon completion of the following items: o Provide Copies of recorded plats for right-of-way, easements. o Provide Current certification form completed by owner/developer. o Complete sidewalk and curb sections, install remaining signs. o Repair damaged sidewalk and curb sections (see photos on the attached checklist). Please contact me if you have any further questions. Sincerely, 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 Subdivision Bond Inspection COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 Bond Title: Avinity Phase II File Number: SUB2015-00140 Date of inspection: 6/22/17 Reviewer: Bobby Jocz Original Bond Amount: $ 143,850 [20% = $28,770] Phone: (434) 296-5832 ext. 3283 Current Bond Amount: $ 143,850 Your bond inspection request has been processed. This list contains an update on the items received and approved. Received - Avinity Approved o Aggregate Base Y N o 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: $37,500 Checklist Items - Avinity Place 10+00 to 12+91 o Aggregate Base o Blotted or prime double seal o Asphalt base o Asphalt Surface o Curb CG -6 o Sidewalk, concrete 6' o Ramp CG -12 o Street name sign o Traffic control sign o Drop inlet or grate Unit Notes Completed Repair Not built 169.8 tons ■ ❑ ❑ 646.7 sy ■ ❑ ❑ 89.1 tons ■ ❑ ❑ 53.5 tons ■ ❑ ❑ 480 ft Partially Complete ❑ ❑ ■ 245 ft No sidewalk complete❑ ❑ ■ 1 ■ ❑ ❑ 2 ■ ❑ ❑ 5 Only 2 installed ❑ ❑ ■ 5 0 0 0 o Manhole structure 25 ft ■ ❑ ❑ o Pipe 15' 182 ft ■ ❑ ❑ o As Built Drawings 1 ■ ❑ ❑ o Survey and layout 1 ■ ❑ ❑ o Materials Testing 2 ■ ❑ ❑ o Compaction testing 2 ■ ❑ ❑ o CBR tests 2 ■ ❑ ❑ o Stone depth inspections 2 ■ ❑ ❑ o Pavement Inspections 2 ■ ❑ ❑ o Pipe Video 182 ft ■ ❑ ❑ - Avinity Lane 10+00 to 12+91 o Aggregate Base 116.7 tons ■ ❑ ❑ o Blotted or prime double seal 444.4 sy ■ ❑ ❑ o Asphalt base 61.3 tons ■ ❑ ❑ o Asphalt Surface 36.8 tons ■ ❑ ❑ o Curb CG -6 435 ft Needs Repairs ❑ ■ ■ o Sidewalk, concrete 6' 150 ft Needs Repairs ❑ ■ ■ o Ramp CG -12 1 ❑ ❑ ■ o Traffic control sign 5 None Installed ❑ ❑ ■ o Drop inlet or grate 1 ■ ❑ ❑ o Pipe 15' 34 ft ■ ❑ ❑ o As Built Drawings 1 ■ ❑ ❑ o Survey and layout 1 ■ ❑ ❑ o Materials Testing 1 ■ ❑ ❑ o Compaction testing 1 ■ ❑ ❑ o CBR tests 1 ■ ❑ ❑ o Stone depth inspections 1 ■ ❑ ❑ o Pavement Inspections 1 ■ ❑ ❑ o Pipe Video 34 ft ■ ❑ ❑ NOTES: • For complete bond release the following items must be addressed: o Provide Copies of recorded plats for rightof-way, casements o Provide Current certification form completed by owner/developer o Complete sidewalk and curb sections, install renaining signs. o Repair damaged sidewalk and curb sections (see Attached Photos). Photo 2: Crack in sidewalk Photo 3: Cracks below curb transition along gutter pan Will become worse with freezing/thawing Photo 4: Cracks below curbtransition �r Photo 5: Damage from construction equipment Please refer to on-line content athttp://www.albemarle.orWdeptforms.asp?department=cdengApcfor checklists and procedures. Avinity Phase II Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201500140 Item No. Unit Unit Cost Cost installed % compete cost remaining Avinity Place Begin station 10+00.00 End station 12+91.00 road length 291.0 ft aggregate base 5.0 in d 291.0 ft L 20,0 ft W 169.8 ton $35.00 $5,941.25 80°% $1,188.25 blotted or prime&double seal 291.0 ft L 20.0 ft W 646.7 sy $10.00 $6,466.67 80% $1,293.33 asphalt base 2.5 in d 291.0 ftL 20.0 ft W 89.1 tons $100.00 $8,911.88 80% $1,782.38 asphalt surface 1.5 in d 291.0 ftL 20.0 ft W 53.5 tons $120.00 $6,416.55 80% $1,283.31 curb CG -6 4800 ft $15.00 $7,200.00 80% $1,440.00 sidewalk, concrete (6') 245.0 ft $17.00 $4,165.00 0% $4,165.00 ramp CG -12 1 ft $350.00 $350.00 80% $70.00 street name sign 2 each $200.00 $400.00 80% $80.00 traffic control sign 5 each $200.00 $1,000.00 0% $1,000.00 drop inlet or grate 5 each $3,500.00 $17,500.00 80% $3,500.00 manhole structure (per ft. rise) 25 ft $450.00 $11,250.00 80% $2,250.00 pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES -1,2 0 EC -1 182.0 ft $35.00 $6,370.00 80% $1,274.00 as -built drawings (1 k + price per 0.1 mi.) 291.0 ft L 0.0551 mi. 1 Isum $2,000.00 $3,000.00 80% $600.00 survey and layout (price per 0.1 mi.) 291.0ftL 0.0551 mi. 1 Isum $2,000.00 $3,000.00 80% $600.00 materials testing 291.0 ft L 0.582 inc of 500' 2 each $200.00 $320.00 80% $64.00 compaction testing 291.0 ft L 0.582 inc of 500' 2 each $200.00 $320.00 80% $64.00 CBR tests (1 every 0.1 mi. per road) 291.0 ft L 0.582 inc of 500' 2 each $200.00 $320.00 80% $64.00 stone depth inspections 291.0 ft L 0.582 inc of 500' 2 each $200.00 $320.00 80% $64.00 pavement inspections 291.0 ft L 0.582 inc of 500' 2 each $200.00 $320.00 80% $64.00 pipe and drainage video inspections 182 ft $1.00 $182.00 80% $36.40 Avinity Lane Begin station 10+00.00 End station 12+00.00 road length 200.0 ft aggregate base 5.0 in d 200.0 ft L 20.0 ft W 116.7 ton $35.00 $4,083.33 80% $816.67 blotted or prime&double seal 200.0 ft L 20.0 ft W 444.4 sy $10.00 $4,444.44 80% $888.89 asphalt base 2.5 in d 200.0 ft L 20.0 ft W 61.3 tons $100.00 $6,125.00 80% $1,225.00 asphalt surface 1.5 in d 200.0 ft L 20.0 ft W 36.8 tons $120.00 $4,410.00 80% $882.00 curb CG -6 435.0 ft $15.00 $6,525.00 50% $3,262.50 sidewalk, concrete (6') 150.0 ft $17.00 $2,550.00 50% $1,275.00 ramp CG -12 1 ft $350.00 $350.00 0% $350.00 traffic control sign 5 each $200.00 $1,000.00 0% $1,000.00 drop inlet or grate 1 each $3,500.00 $3,500.00 80% $700.00 manhole structure (per ft. rise) 12 ft $450.00 $5,400.00 80% $1,080.00 pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES -1,2 0 EC -1 34.0 ft $35.00 $1,190.00 80% $238.00 as -built drawings (1 k + price per 0.1 mi.) 200.0 ft L 0.0379 mi. 1 Isum $2,000.00 $3,000.00 80% $600.00 survey and layout (price per 0.1 mi.) 200.0 ft L 0.0379 mi. 1 Isum $2,000.00 $3,000.00 80% $600.00 materials testing 200.0 ft L 0.4 inc of 500' 1 each $200.00 $280.00 80% $56.00 compaction testing 200.0 ft L 0.4 inc of 500' 1 each $200.00 $280.00 80% $56.00 C:\Users\rjocz\Desktop\Reviews\Bonds\Avinity Phase II\RP_bond_Reduction_6_22_17.xls 6/26/2017 Avinity Phase II Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201500140 Item CBR tests (1 every 0.1 mi. per road) stone depth inspections pavement inspections pipe and drainage video inspections 200.0 ft L 0.4 inc of 500' 200.0 ft L 0.4 inc of 500' 200.0 ft L 0.4 inc of 500' No. Unit Unit Cost Cost installed % compete cost remaining 1 each $200.00 $280.00 80% $56.00 1 each $200.00 $280.00 80% $56.00 1 each $200.00 $280.00 80% $56.00 34 ft $1.00 $34.00 80% $6.80 cost sum $130,765.12 $34,087.52 contingency $13,076.51 $3,408.75 Total $143,850 $37,500 C:\Users\rjocz\Desktop\Reviews\Bonds\Avinity Phase II\RP_bond_Reduction_6_22_17.xis 6/26/2017 Subdivision Bond Inspection COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 Bond Title: Avinity Phase II File Number: SUB2015-00140 Date of inspection: TBD Reviewer: Bobby Jocz Original Bond Amount: $ 143,850 [20% = $28,770] Phone: (434).296-5832 ext. 3283 Current Bond Amount: $ 143,850 Your bond inspection request has been processed. This list contains an update on the items received and approved. Received - Avinity Approved o Aggregate Base Y N o 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: $ Checklist Items - Avinity Place 10+00 to 12+91 o Aggregate Base o Blotted or prime double seal o Asphalt base o Asphalt Surface o Curb CG -6 o Sidewalk, concrete 6' o Ramp CG -12 o Street name sign o Traffic control sign o Drop inlet or grate Unit Notes Completed Repair Not built 169.8 tons lee ❑ ❑ 646.7 sy p( ❑ ❑ 89.1 tons 9-' ❑ ❑ 53.5 tons Z ❑ ❑ 480 ft ❑ 245 ft ❑ ❑ 1 qI ❑ ❑ 2 ❑ ❑ 5 0017 7APA❑ ❑ No 5 �-- IV ❑ 0 o Manhole structure 25 ft ❑ ❑ ❑ o Pipe 15' 182 ft ❑ ❑ o As Built Drawings 1 ❑ ❑ o Survey and layout 1 Pf ❑ ❑ o Materials Testing 2 Cir" ❑ ❑ o Compaction testing 2 g� ❑ ❑ o CBR tests 2 Y ❑ ❑ o Stone depth inspections 2 Rr ❑ ❑ o Pavement Inspections 2 d/ ❑ ❑ o Pipe Video 182 ft ❑ ❑ - Avinity Lane 10+00 to 12+91 o Aggregate Base 116.7 tons J ❑ ❑ o Blotted or prime double seal 444.4 sy ❑ ❑ o Asphalt base 61.3 tons ❑ ❑ o Asphalt Surface 36.8 tons ❑ ❑ o Curb CG -6 435 ft ❑ JK 19 o Sidewalk, concrete 6' 150 ft A o Ramp CG -12 1 ❑ ❑ 'Ko Traffic control sign 5 ❑ ❑ k( o Drop inlet or grate 1 ❑ ❑ o Pipe 15' 34 ft ❑ ❑ o As Built Drawings 1 2/ ❑ ❑ o Survey and layout 1 2r," ❑ ❑ o Materials Testing 1 E/ ❑ ❑ o Compaction testing 1 [2( ❑ ❑ o CBR tests 1 E?( ❑ ❑ ❑ o Stone depth inspections 1 ❑ o Pavement Inspections 1 ❑ ❑ o Pipe Video 34 ft ❑ ❑ NOTES: As Built Notes: