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HomeMy WebLinkAboutSDP200500019 Bond Release 2022-01-21 (5)GUSNPENEL, INC. 525 Grove Avenue O Charlottesville, VA 22902 O (804)216-9200 Email: kimt@easylivinghomes.com ❑ web: www.easylivinghomes;.com December 20, 2021 Mr. Frank Pohl County Engineer County of Albemarle Department of Community Development 401 McIntire Road, Room 227 Charlottesville, VA 22902-4596 RE: Abington Place Townhouses — Final Bond Release Dear Frank: In my letter of August 18, 2020 I laid out a proposal for a way forward to obtain the complete release of the $396,432 bond outstanding on Abington Place. Since that time we have proceeded to implement that plan. We have made the stormwater repairs you identified. We have furnished documentation from the contractors and others that the work was done. Where appropriate we have supplied videos of the completed work. You and I met in Abington and identified locations for repairs to the sidewalks. Those repairs have been made. In my letter I said we would make the asphalt repairs identified by F&R in their inspection report dated August 31, 2015. These repairs have been completed. F&R's field inspection report of the repairs is attached. At this time we request full and final release of the outstanding bond on the townhouse portion of the project. It has been a pleasure working with you to resolve this matter. Sincerely, Clement Tingley C:\Users\kimti\Documents\Business 2015\engineer\Abington Place\Townhouse facilities acceptance\L.etter to Pohl rel bond.docx Internal Use Onlv Date Received: Fee Paid: Received by: larakr: £anrard m Program ddmiaisnamr BOND INSPECTION REQUEST APPROVED PLAN #: SDP 2005-00019 & SDP-2007-35 PROJECT NAME (including Phase #): Abington Place - Phase I & Abington Place Phase II (As listed on the approved plan) This form is used to request a reduction or release of a bond. A fee is required for each inspection. Please check the appropriate box below for the requested inspection(s). Fees includes 4% Technology Fee. Inspections for the purposes of bond reduction or release will require a separate fee for each bond. ❑ VSMP/VESCP Erosion Control, Stormwater Management and/or Mitigation per Water Protection Ordinance sections 17-207 & 17-208 $294.32 ❑ Reduction ❑ Release W Subdivision (roads, drainage, etc.) per Subdivision Ordinance sections 14-435 & 14-438 $307.84 ❑ Reduction ra Release ❑ Water & Sewer bond per Subdivision Ordinance section 14-435 $307.84 ❑ Reduction ❑ Release ❑ Site Development Performance bond (Incomplete Site Work & Landscaping) $344.24 ❑ Reduction (site work only) ❑ Release TOTAL FEES $3#4-.-24 -i07, 64 Submit requests to: Department of Community Development, 401 McIntire Road, North Wing, Charlottesville, VA 2.1_904. Attention: Management Analyst —Phone 434-296-5832; Fax 434-972-4126. All roads and stonnwater facilities will require construction record drawings, inspection reports, videos/photos, plats/esmts, certifications, and completion processes through VDOT or DEQ (refer to County acceptance procedures). Bonds will not be reduced or released without record drawings and inspection documentation per the state requirements and County's published procedures. A minimum 20% of the original posting is held until acceptance of all bonded improvements. For Site Development Performance bonds, if landscape installation is part of the bonded site work, a request for reduction should only be made once all landscaping is complete. If all required documentation is not received within 30 days of receipt of this request, this application shall be deemed incomplete and shall be rejected. If rejected, a new application, supporting documentation and fee will be required. Applications may be withdrawn for a full refund within 30 days of receipt. If this is a reduction request, the revised estimate will be prepared by the plan reviewer and sent to the owner. Please provide contact information. EMAIL: wliCcDkaneieffries.com OR REGULAR MAIL ADDRESS: 1700 Bayberry Court, Suite 103 Richmond. VA 23226 Signature of Owner/Developt 21/6Fd L lLe r us , Li c_ % Print Name r t4,AL Date it Revised 715/2014, Y202015, 11/3/2015, 8/14/2017, I'M2020, 7/1/2021 3476 Union First Market Bank Kane, Jeffries & Carollo, P.C. Richmond, Virginia 1700 Bayberry Court At Forest Avenue, Suite 103 Henrico, VA 23226-3762 12/14/2021 Phone: 804.288.1672 Fax: 804.285.7365 68-316/514 www.Kanejeitdes.com **307.84 County of Albemarle Three Hundred Seven and 84/100**********************_***********_****_*********************...**.......**...**.**.*_*._, County of Albemarle Escrow Account 211-0560 Trice (Tibal - Bond insp Request'. Subdiv r 111003476ii1 1:05L403L64062L8906tia Content Summary Report No: MSR:71Z0093-211101-211209 Document Number Description Activity Dat'oqw SUBG:7121-09746-1 S-Subgrade Evaluation 11/23/2021 2 SUBG:7121-09841-1 S-Subgrade Evaluation 11/29/2021 8 SUBG:7121-09843-1 S-Subgrade Evaluation 11/30/2021 13 SUBG:7121-09844-1 S-Subgrade Evaluation 12/1/2021 18 ADEN:7121-09845-1 A -Asphalt Placement Report 12/3/2021 25 ND:7121-09845 Field Density Test Report 12/3/2021 29 AND77121-09845 Asphalt Nuclear Density Report 12/3/2021 32 ADEN:7121-10010-1 A -Asphalt Placement Report 12/6/2021 33 AND77121-10010 Asphalt Nuclear Density Report 12/6/2021 36 Page 1 of 36 0 2000-2021 QEST Platform by SpectraQEST.com Subgrade Evaluation CroO&Robertson, Inc. �K Crozetzet Office Report #: SUBG:7121-09746-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7121-09746 ® Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client Report No.: Client: The results provided herein relate only to the items inspected and/or tested. Tribal Properties, LLC This report shall not be reproduced, except in full, without the prior written approval of F&R. 1900 Lauderdale Drive Richmond VA 23238 Project: 0093 Abington Place Lockwood Drive Reviewed By: Dean Emily H Charlottesville VA 22911 Review Date: 12/09/2021 General Information Location: Road - Intersection Personnel: Stevens Joseph E Location Details: North intersection of Alleyway and Title: Project Manager Aldersgate Weather: Clear Activity Date: 11/23/2021 Wind Speed: mph Air Temp: 390F Activity Type: Observation New Discrepancies Recorded? Frequency: Periodic Yes, see "Discrepancies Noted" ❑� No . Field Notes ' F&R representative on site as requested by client for observation of roadway subgrade. Visual and manual methods, including probing with a small diameter steel rod, were used to evaluate the soils in place at intersection of Alleyway and Aldersgate. The subgrade soils were found soft up to a depth of 4in. Additionally, in -place stone thickness was found to be 3in, which is 3in less than required thickness. F&R recommended removal of soft soils and replacing with stone to reach firm subgrade materials and increase stone thickness to meet project requirements. Affected Area: 1 Oft x 8ft Form No: 190003 S-Subgrade Evaluation Page 2 of 36 Subgrade Evaluation �A FroO &Robertson, Inc. }V� - CrozetzetOffice 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com General Contractor: Subcontractor: Virginia Asphalt Services F .1 ocations Examined: orth intersection of Alleyway and Aldersgate 1.2 Evaluation Method(s): V Probe Rod LGeo-Probe Proof Roll 1.3 Soils & Aggregates Description: 1.3.1 Soil: Moist (Moisture) Activity Date: Report No.: Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71ZO093 Work Order No.: 7121-09746 CHand Auger Geotechnical Report Available? 11/23/2021 SUBG:7121-09746-1 Specified Min. Bearing Capacity: Not Applicable II Nuclear Gauge Other (Describe): Brown Red (Color) r2 Additional Soils & Aggregates Information: I CStatic Cone Penetrometer CDynamic Cone Penetrometer Micaceous Silt (Secondary Characteristic) (Primary Characteristic) 1.3.3 Conditions Encountered: Soil subgrade materials were soft to a depth of 4in with firm materials at this depth. Stone thickness was measured at 3in (3in less than project requirements). 1.3.4 Material Types Meet Project Requirements: 1.3.5 Deleterious Materials: Satisfactory Not Observed 1.3.6 Foundation Excavation Dimensions Conform to Plans: Satisfactory 1.4 Foundation Comments: Form No: 190003 S-Subgrade Evaluation Page 3 of 36 Subgrade Evaluation Freehling &Robertson, Inc. Crozetzet Office 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: Report No.: Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71Z0093 Work Order No.: 7121-09746 11/23/2021 SU BG:7121-09746-1 2.1 ondition(s) Observed: LiDeleterious Conditions Not Soft Material Observed Ponded Water Protruding Rock nUnacceptable Material Type 2.2 Correction M Scarify & Leave to Dry Dewatering Pump 2.3 Undercut: ✓ Performed While On Site Comments: 2.4 Undercut Volume: Quantities Estimated by F&R Length: 8.0 ft Width: 2.5 Fckfill Placement Performed Backfill Material Correction Not Performed on This Day Deleterious Material Pumping El Rutting Frozen Subgrade ❑ Other (Describe): In -place stone not meeting specified thickness 71 Not Performed On This Day 71 Utilize Geotextiles Other (Describe): I Over -Excavate & Replace CThaw With Heaters Not Performed While On Site 71 F&R Should Observe When Visual Estimate 7 Measured Quantities Quantities Estimated by Contractor Other 10.0 ft Depth: 4.Oin Approximate Total Volume: 1.0 2.6 Equipment Utilized u Rammax Excavator Bucket 1-1 Sheepsfoot Roller Other (Describe): Yes 71 Jumping Jack 71 Manual Compaction ❑Passes with Heavy Equipment No L Vibratory Plate CSmooth Drum Roller Tire Roller Form No: 190003 S-Subgrade Evaluation Page 4 of 36 Subgrade Evaluation �w �1 Freehling &Robertson, Inc. Vy�K Crozetzet Office 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: Report No.: Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71ZO093 Work Order No.: 7121-09746 11/23/2021 SU BG:7121-09746-1 I 2.7 Lquipment Used to Evaluate: Li Correction Not Performed/ ❑ Probe Rod Evaluated On This Day Pocket Penetrometer Dynamic Cone Penetrometer 11 Static Cone Penetrometer 1-1 Geostick Hand Auger Nuclear Gauge n Proof Roll Other (Describe): 2.8 Result of Evaluation: 2.9 Additional Notes Final re -inspection of stone backfill will be completed prior to asphalt placement. Contractor backfilled to top of adjacent asphalt with stone in order to open the area to traffic. Contractor will remove excess stone and recompact immediately prior to asphalt placement. Ml Form No: 190003 S-Subgrade Evaluation Page 5 of 36 Activity Date: 11/23/2021 Subgrade Evaluation ReportNo.: SUBG:7121-09746-1 �A A Froehling & Robertson, Inc. Client Name: Tribal Properties, LLC }V��K Crozet Office Project Name: Abington Place 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Project No.: 71Z0093 Phone: 434.823.5154 www.FandR.com Work Order No.: 7121-09746 Image Details ..., €...... Description: Location Date Taken: 11/23/2021 Taken By: J. Stevens Red Square M Forth No: 190003 S-Subgrade Evaluation Page 6 of 36 Activity Date: 11/23/2021 Subgrade Evaluation ReportNo.: SUBG:7121-09746-1 �A A Froehling & Robertson, Inc. Client Name: Tribal Properties, LLC }V��K Crozet Office Project Name: Abington Place 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Project No.: 71Z0093 Phone: 434.823.5154 www.FandR.com Work Order No.: 7121-09746 age Details rofile 1 h trial showing 3in of stone Image Details Description: Date Taken: Taken By: Notes: Forth No: 190003 S-Subgrade Evaluation Page 7 of 36 Subgrade Evaluation CroO&Robertson, Inc. �K Crozetzet Office Report #: SUBG:7121-09841-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7121-09841 ® Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client Report No.: CIS The resutls provided herein relate only to the items inspected and/or tested. Tribal Properties, LLC This report shall not be reproduced, except in full, without the prior written approval of F&R. 1900 Lauderdale Drive Richmond VA 23238 ENEWM93 Abington Place Lockwood Drive Reviewed By: Dean Emily H Charlottesville VA 22911 Review Date: 12/09/2021 General Information Location: Road - Driving Lane Personnel: Stevens Joseph E Location Details: Abington and Aldersgate and Alleyway at Title: Project Manager C-11 Weather: Clear Activity Date: 11/29/2021 Wind Speed: mph Air Temp: 360F I Activity Type: Observation New Discrepancies Recorded? IFrequency: Continuous Yes, see "Discrepancies Noted" ❑� No Field Notes LIM F&R representative on site as requested by client for observation of roadway subgrade. Visual and manual methods, including probing with a small diameter steel rod, were used to evaluate the soils in place at intersection of Abington and Aldersgate as well as in Alleyway near C-11. The area was found to be firm and stable at the time of observation. In -place stone showed a depth meeting and/or exceeding specifications over entirety of area observed with asphalt thickness ranging between 1 and 2-inches. Contractor plans to backfill this day with extra stone material to top of adjacent asphalt then remove extra material to obtain an asphalt thickness meeting specification prior to paving taking place. Form No: 190003 S-Subgrade Evaluation Page 8 of 36 Subgrade Evaluation �A }VFroO &Robertson, Inc. CrozetzetOffice 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com General Contractor: Subcontractor: Virginia Asphalt F1.1 Locations Examined: Abington and Aldersgate Alleyway at C-11 1.2 Evaluation Method(s): V Probe Rod LGeo-Probe 7 Proof Roll 1.3 Soils & Aggregates Description: Activity Date: Report No.: Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71ZO093 Work Order No.: 7121-09841 Geotechnical Report Available? 11/29/2021 SUBG:7121-09841-1 Specified Min. Bearing Capacity: Not Applicable CHand Auger II Nuclear Gauge Other (Describe): 1.3.1 Soil: Moist/Slightly Dry Red (Moisture) (Color) 1.3.2 Additional Soils & Aggregates Information: 1.3.3 Conditions Encountered: 1.3.4 Material Types Meet Project Requirements: 1.3.5 Deleterious Materials: I CStatic Cone Penetrometer CDynamic Cone Penetrometer Silt (Secondary Characteristic) (Primary Characteristic) Satisfactory Not Observed 1.3.6 Foundation Excavation Dimensions Conform to Plans: Not Applicable 1.4 Foundation Comments: Form No: 190003 S-Subgrade Evaluation Page 9 of 36 Subgrade Evaluation Freehling &Robertson, Inc. Crozetzet Office 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: 11/29/2021 Report No.: SUBG:7121-09841-1 Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71Z0093 Work Order No.: 7121-09841 2.1 ondition(s) Observed: Deleterious Conditions Not ❑ Soft Material Observed Fill Ponded Water L Deleterious Material Rutting Protruding Rock nUnacceptable Material Type 2.2 Correction M Scarify & Leave to Dry Dewatering Pump 2�rcut: Performed While On Site Comments: 2.4 Undercut Volume: ❑Quantities Estimated by F&R Length: ft Width: 2.5 Fckfill Placement Performed Backfill Material Correction Not Performed on This Day Jumping Jack Manual Compaction Pumping Other (Describe): Not Performed On This Day Utilize Geotextiles Other (Describe): ElFrozen Subgrade Over -Excavate & Replace CThaw With Heaters Not Performed While On Site F&R Should Observe When Visual Estimate ❑ Measured Quantities Quantities Estimated by Contractor ■ Other _ft Depth: in Approximate Total Volume: 2.6 Equipment Utilized u Rammax Excavator Bucket 1-1 Sheepsfoot Roller Other (Describe): ElYes ❑Passes with Heavy Equipment WNo L Vibratory Plate CSmooth Drum Roller Tire Roller rt Form No: 190003 S-Subgrade Evaluation Page 10 of 36 Subgrade Evaluation �w �1 Freehling&Robertson, Inc. Vy�K CrozetzetOffice 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: 11/29/2021 Report No.: SUBG:7121-09841-1 Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71Z0093 Work Order No.: 7121-09841 Form No: 190003 S-Subgrade Evaluation Page 11 of 36 Activity Date: 11/29/2021 Subgrade Evaluation ReportNo.: SUBG:7121-09841-1 �A A Froehling & Robertson, Inc. Client Name: Tribal Properties, LLC }V��K Crozet Office Project Name: Abington Place 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Project No.: 71Z0093 Phone: 434.823.5154 www.FandR.com Work Order No.: 7121-09841 Supplemental Images mage Details 912021 tevens Image Details Description: Date Taken: Taken By: Notes: Forth No: 190003 S-Subgrade Evaluation Page 12 of 36 Subgrade Evaluation CroO&Robertson, Inc. �K Crozetzet Office Report #: SUBG:7121-09843-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7121-09843 ® Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client Report No.: Client The resutls provided herein relate only to the items inspected and/or tested. Tribal Properties, LLC This report shall not be reproduced, except in full, without the prior written approval of F&R. 1900 Lauderdale Drive Richmond VA 23238 0093 Abington Place Lockwood Drive Reviewed By: Dean Emily H Charlottesville VA 22911 Review Date: 12/09/2021 Location: Road - Driving Lane Location Details: Alleyway south of C-12 between Aldersgate and Abington; Northend of Aldersgate at C-3 Activity Date: 11/30/2021 Activity Type: Observation IFrequency: Periodic Personnel: Stevens Joseph E Title: Project Manager Weather: Clear Wind Speed: mph Air Temp: 370F New Discrepancies Recorded? Field Notes 11 Yes, see "Discrepancies Noted" R1 No F&R representative on site as requested by client for observation of roadway subgrade. Visual and manual methods, including probing with a small diameter steel rod, were used to evaluate the soils in place at alleyway south of C-12 between Aldersgate and Abington as well as on the northend of Aldersgate at C-3. The subgrade soils in the referenced areas were found to be firm and stable at the time of observation. At C-3 the in -place stone measurement met or exceeded project requirements with asphalt thickness not meeting requirements at only 1 in (tin required). At the location south of C-12 the in -place materials measured to a depth ranging between 3 and 4-inches for stone with asphalt thickness measuring no less then 2-inches. F&R recommended removal of soils and replacing with stone to meet project thickness requirements of stone and asphalt at both locations as needed. Contractor plans to place additional stone material to top of adjacent asphalt then remove extra material to obtain an asphalt thickness meeting specification prior to paving taking place. Form No: 190003 S-Subgrade Evaluation Page 13 of 36 Subgrade Evaluation �A FroO &Robertson, Inc. }V� - CrozetzetOffice 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com General Contractor: Subcontractor: Virginia Asphalt Services 1.1 Locations Examined: Alleyway south of C-12 between Aldersgate and Abington Northend of Aldersgate at C-3 1.2 Evaluation Method(s): V Probe Rod LGeo-Probe 7 Proof Roll 1.3 Soils & Aggregates Description: Activity Date: Report No.: Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71ZO093 Work Order No.: 7121-09843 CHand Auger Geotechnical Report Available? 11/30/2021 SUBG:7121-09843-1 Specified Min. Bearing Capacity: Not Applicable II Nuclear Gauge Other (Describe): 1.3.1 Soil: Moist/Slightly Dry Brown Red (Moisture) (Color) 1.3.2 Additional Soils & Aggregates Information: 1.3.3 Conditions Encountered: 1.3.4 Material Types Meet Project Requirements: 1.3.5 Deleterious Materials: I CStatic Cone Penetrometer CDynamic Cone Penetrometer Silt (Secondary Characteristic) (Primary Characteristic) Satisfactory Not Observed 1.3.6 Foundation Excavation Dimensions Conform to Plans: Not Applicable 1.4 Foundation Comments: Form No: 190003 S-Subgrade Evaluation Page 14 of 36 Subgrade Evaluation Freehling &Robertson, Inc. Crozetzet Office 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: Report No.: Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71ZO093 Work Order No.: 7121-09843 11/30/2021 SU BG:7121-09843-1 2.1 ondition(s) Observed: Deleterious Conditions Not ❑ Soft Material Observed Fill Ponded Water Protruding Rock nUnacceptable Material Type 2.2 Correction M Scarify & Leave to Dry Dewatering Pump 2.3 Undercut: Deleterious Material Pumping Other (Describe): Not Performed On This Day Utilize Geotextiles Other (Describe): Rutting Frozen Subgrade I 1-1 Over -Excavate & Replace CThaw With Heaters Performed While On Site Not Performed While On Site F&R Should Observe When Comments: Undercut only to adjust for stone and asphalt thickness (subgrade soils were found satisfactory) 2.4 Undercut Volume ❑Visual Estimate Measured Quantities 66 Quantities Estimated by F&R Quantities Estimated by Contractor ■ Other Length: ft Width: ft Depth: in Approximate Total Volume: 0.0 yd' 2.5 ackfill Placement Performed: Yes V No Backfill Material: :1 2.6 Equipment Utilized: Correction Not Performed on This Day u Rammax Jumping Jack L Vibratory Plate Excavator Bucket Manual Compaction C Smooth Drum Roller Sheepsfoot Roller ❑ Passes with Heavy Equipment Tire Roller Other (Describe): Form No: 190003 S-Subgrade Evaluation Page 15 of 36 Subgrade Evaluation �w �1 Freehling&Robertson, Inc. Vy�K CrozetzetOffice 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: 11/30/2021 Report No.: SUBG:7121-09843-1 Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71Z0093 Work Order No.: 7121-09843 I Form No: 190003 S-Subgrade Evaluation Page 16 of 36 Subgrade Evaluation �w �1 Freehling&Robertson, Inc. Vy�K CrozetzetOffice 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: 11/30/2021 Report No.: SUBG:7121-09843-1 Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71Z0093 Work Order No.: 7121-09843 Form No: 190003 S-Subgrade Evaluation Page 17 of 36 Subgrade Evaluation CroO&Robertson, Inc. �K Crozetzet Office Report #: SUBG:7121-09844-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7121-09844 ® Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client Report No.: Client The resutls provided herein relate only to the items inspected and/or tested. Tribal Properties, LLC This report shall not be reproduced, except in full, without the prior written approval of F&R. 1900 Lauderdale Drive Richmond VA 23238 0093 Abington Place Lockwood Drive Reviewed By: Dean Emily H Charlottesville VA 22911 Review Date: 12/09/2021 Location: Road - Driving Lane Personnel: Stevens Joseph E Location Details: Alley between Abington & Lockwood near C-10 (3 locations); Title: Project Manager South end of Abington at C-8 Weather: Clear Activity Date: 12/01/2021 Wind Speed: mph Air Temp: 440F Activity Type: Observation New Discrepancies Recorded? IFrequency: Periodic Yes, see "Discrepancies Noted" ❑� No . Field Notes L F&R representative on site as requested by client for observation of roadway subgrade. Visual and manual methods, including probing with a small diameter steel rod, were used to evaluate the subgrade soils in place at alleyways near C-10 between Lockwood and Abington as well as on the south end of Abington at C-8. The areas were found to be firm and stable at the time of observation. The location at C-8 was found to have 3in of stone and 1 in of asphalt. The locations near C-10 were found to have satisfactory stone depth. The asphalt thickness over the referenced areas near C-10 ranged from 1 in to tin+. F&R recommended removal of soils and replacing with stone to achieve required stone and asphalt thicknesses. Contractor plans to place additional stone material to top of adjacent asphalt then remove extra material to obtain an asphalt thickness meeting requirements prior to paving taking place. Form No: 190003 S-Subgrade Evaluation Page 18 of 36 Subgrade Evaluation �A }VFroO &Robertson, Inc. CrozetzetOffice 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com General Contractor: Subcontractor: Virginia Asphalt Sevices 1A Locations Examined: Alley between Abington and Lockwood near C-10 (3 locations) South end of Abington at C-8 1.2 Evaluation Method(s): V Probe Rod LGeo-Probe 7 Proof Roll 1.3 Soils & Aggregates Description: Activity Date: Report No.: Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71ZO093 Work Order No.: 7121-09844 CHand Auger Geotechnical Report Available? 12/0112021 SUBG:7121-09844-1 Specified Min. Bearing Capacity: Not Applicable II Nuclear Gauge Other (Describe): 1.3.1 Soil: Moist/Slightly Dry Brown Red (Moisture) (Color) 1.3.2 Additional Soils & Aggregates Information: 1.3.3 Conditions Encountered: 1.3.4 Material Types Meet Project Requirements: 1.3.5 Deleterious Materials: I CStatic Cone Penetrometer CDynamic Cone Penetrometer Silt (Secondary Characteristic) (Primary Characteristic) Satisfactory Not Observed 1.3.6 Foundation Excavation Dimensions Conform to Plans: Not Applicable 1.4 Foundation Comments: Form No: 190003 S-Subgrade Evaluation Page 19 of 36 Subgrade Evaluation Freehling &Robertson, Inc. Crozetzet Office 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: Report No.: Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71ZO093 Work Order No.: 7121-09844 12/01/2021 SU BG:7121-09844-1 2.1 ondition(s) Observed: Deleterious Conditions Not ❑ Soft Material Observed Fill Ponded Water Protruding Rock nUnacceptable Material Type 2.2 Correction M Scarify & Leave to Dry Dewatering Pump 2.3 Undercut: Deleterious Material Pumping Other (Describe): Not Performed On This Day Utilize Geotextiles Other (Describe): Rutting Frozen Subgrade I 1-1 Over -Excavate & Replace CThaw With Heaters Performed While On Site Not Performed While On Site F&R Should Observe When Comments: Undercut only to adjust for required stone and asphalt thicknesses (subgrade soils were found firm) 2.4 Undercut Volume ❑Visual Estimate Measured Quantities 66 Quantities Estimated by F&R Quantities Estimated by Contractor ■ Other Length: ft Width: ft Depth: in Approximate Total Volume: 0.0 yd' 2.5 ackfill Placement Performed: Yes V No Backfill Material: :1 2.6 Equipment Utilized: Correction Not Performed on This Day u Rammax Jumping Jack L Vibratory Plate Excavator Bucket Manual Compaction C Smooth Drum Roller Sheepsfoot Roller ❑ Passes with Heavy Equipment Tire Roller Other (Describe): Form No: 190003 S-Subgrade Evaluation Page 20 of 36 Subgrade Evaluation �w �1 Freehling &Robertson, Inc. Vy�K CrozetzetOffice 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: Report No.: Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71ZO093 Work Order No.: 7121-09844 12/01/2021 SU BG:7121-09844-1 I 2.7 Lquipment Used to Evaluate: Li Correction Not Performed/ ❑ Probe Rod Evaluated On This Day Pocket Penetrometer Dynamic Cone Penetrometer Ll Static Cone Penetrometer 1-1 Geostick Hand Auger Nuclear Gauge n Proof Roll Other (Describe): 2.8 Result of Evaluation: 2.9 Additional Notes Ml Form No: 190003 S-Subgrade Evaluation Page 21 of 36 Subgrade Evaluation �w �1 Freehling &Robertson, Inc. Vy�K Crozetzet Office 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: 12/01/2021 Report No.: SUBG:7121-09844-1 Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71Z0093 Work Order No.: 7121-09844 I / E' of Abington 1120211 Form No: 190003 S-Subgrade Evaluation Page 22 of 36 Subgrade Evaluation �w �1 Freehling &Robertson, Inc. Vy�K Crozetzet Office 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: 12/01/2021 Report No.: SUBG:7121-09844-1 Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71Z0093 Work Order No.: 7121-09844 I Form No: 190003 S-Subgrade Evaluation Page 23 of 36 Subgrade Evaluation Freehling&Robertson, Inc. �K CrozetzetOffice 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: 12/01/2021 Report No.: SUBG:7121-09844-1 Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71Z0093 Work Order No.: 7121-09844 Form No: 190003 S-Subgrade Evaluation Page 24 of 36 Asphalt Placement Report CroO&Robertson, Inc. �K Crozetzet Office Report #: ADEN:7121-09845-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7121-09845 ® Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client Report No.: Client The resutls provided herein relate only to the items inspected and/or tested. Tribal Properties, LLC This report shall not be reproduced, except in full, without the prior written approval of F&R. 1900 Lauderdale Drive Richmond VA 23238 0093 Abington Place Lockwood Drive Reviewed By: Dean Emily H Charlottesville VA 22911 Review Date: 12/09/2021 Location: Road Personnel: Dykes Thomas Abington Drive intersection with Location Details: Aldersgate Way Title: Technician Activity Date: 12/03/2021 Activity Type: Inspection IFrequency: Periodic Weather: Sunny Wind Speed: mph Air Temp: 620F New Discrepancies Recorded? Field Notes ❑ Yes, see "Discrepancies Noted" ❑� No F&R representative on site as requested for asphalt placement observation and density testing. Prior to placing asphalt, F&R evaluated the replaced stone for compaction and stability. Visual and manual methods, including probing with a small diameter steel rod and density testing, were used to evaluate stone. All stone repairs were found firm and stable and to meet project requirements. Stone subbase at all repair locations were evaluated this date and found satisfactory. Only one location was patched with asphalt. The asphalt compaction and thickness was found satisfactory. Form No: 190032 A -Asphalt Placement Report Page 25 of 36 Asphalt Placement Report �w �1 Freehling &Robertson, Inc. Vy�K Crozetzet Office 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com 1 Field Information 1.1 Asphalt Contractor: VAS 1.3 Paving Start Time: 12:10 2 Equlpment Type & Quar Weiler P385/1 3 Labor Type & Quantity: r4 Course Summary J 4.1 Mix ID: SM9.5A Activity Date: 12/03/2021 Report No.: ADEN:7121-09845-1 Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71Z0093 Work Order No.: 7121-09845 1.2 Asphalt Supplier: Luck Ruckersville 1.4 Paving Finish Time:13:00 4.2 Quantity Placed: 15.0 4.3 Required Thickness: 2.00 in. 4.4 Tack Coat Applied? No 4.5 Required Compaction: 92.0 % 4.6 Roller Pattern: 5 Pre -Placement Location Condition: compacted 21A 6 Test Method: 6.1 Value: 2.555 6.2 Provided By: Contractor 7 Samples 7.1 Quantity Taken: 0 7.2 Performed By: tons Form No: Page 26 of 36 Asphalt Placement Report �w �1 Freehling&Robertson, Inc. Vy�K CrozetzetOffice 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: 12/03/2021 Report No.: ADEN:7121-09845-1 Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71Z0093 Work Order No.: 7121-09845 j......, I �......, Image Details I : . I : : : I . : I : : Description: Date Taken: —,—. . T 4 P — —_—_—' 4 4 P Taken By: Notes: Form No: Page 27 of 36 �"Itlersgate Way T� t —i� � .. ' .._1 • k • i . ■ _ � ` ro fit Y"r. _ram--+ r-r- T-r-�•.�ri� ,G,�-.,�.�--n•r-r-�-T , eoc�,w ood-D r Froehling & Robertson, Inc. &p fice 6185Rockfish Gap Turnpike Field Density Test Report I` 185 Roc Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client: Tribal Properties, LLC CC: Report No: ND:7121-09845 1900 Lauderdale Drive Issue No: 1 Richmond, VA 23238 Project: 71Z0093 Abington Place Lockwood Drive Reviewed By: Dean Emily H Charlottesville, VA 22911 Review Date: 12/9/2021 esting Details sim Tested By: Dykes Thomas Date Tested: 12/3/2021 Field Methods: ASTM D 6938 Gauge Type: Nuclear Density Gauge / Troxler / Test Mode: Direct Transmission 3440 Model Number: Standard Count: Density: Serial Number: Standard Count: Moisture: Sample ID Material Description Method MDD OWC (lb/ft°) 7121-03070-S01 Luckstone Greene 21A ASTM D 698 148.9 5.3 rest Results rest Method Proctor Sample ID Probe Wet Water OWC OWC Val Dry Comp Comp Results No. Depth Density Content Var (%) Spec (%) Density (°/p) Spec (°/p) (in.) (Ib/fts) M (Ib/fta) 1 D 6938 7121-03070-S01 2 153.9 3.7 -1.6 -3 To 3 148.4 99.7 2:95 P 2 D 6938 7121-03070-S01 4 150.6 2.7 -2.6 -3 To 3 146.6 98.5 2:95 P 3 D 6938 7121-03070-S01 4 152.4 3.6 -1.7 -3 To 3 147.1 98.8 2:95 P 4 D 6938 7121-03070-S01 2 152.1 4.3 -1.0 -3 to 3 145.8 97.9 2:95 P 5 D 6938 7121-03070-S01 2 152.1 6.6 1.3 -3 to 3 142.7 95.8 2:95 P 6 D 6938 7121-03070-S01 2 150.3 5.2 -0.1 -3 To 3 142.9 96.0 2:95 P Test Site Component No. 1 Site - Retaining Wall 2 Site - Roadway 3 Site - Roadway 4 Site - Roadway 5 Site - Roadway Location At intersection with Abington Dr E of intersection with Abington Dr Alley between Aldersgate & Abington, Near C-11 Alley between Aldersgate & Abington, South of C-11 South of intersection with Alley, near C-3 Test Elev/Depth Elevation Reference Stone/Select Mat'I Base Course Stone/Select Mat'I Base Course Stone/Select Mat'I Base Course Stone/Select Mat'I Base Course Stone/Select Mat'I Base Course Legend OWC =Optimum Water Content MDID = Maximum Dry Density P =All results meet specification The results provided herein relate only to the items inspected anchor tested. This report shall not be reproduced, except in full, without the prior written approval of F&R. Form No: 1102", Report No: ND:7121-09845 0 2000-2021 QESTI ab by SpechaQEST.com Page 29 of 36 Froehling & Robertson, Inc. &p fice 6185Rockfish Gap Turnpike Field Density Test Report I` 185 Roc Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client: Tribal Properties, LLC CC: Report No: ND:7121-09845 1900 Lauderdale Drive Issue No: 1 Richmond, VA 23238 Project: 71Z0093 Abington Place Lockwood Drive Reviewed By: Dean Emily H Charlottesville, VA 22911 Review Dale: 12/9/2021 Location mmmillimmmi General Location: May between Aldersgate & Abington Test Site Component Location Test Elev/Depth Elevation Reference No. 6 Site - Roadway at C-12 Stone/Select Mat'I Base Course Commentmo Legend OWC = Optimum Water Content MDD = Maximum Dry Density P = All results meet specification The results Providetl herein relate only to the items inspected and/or tested. This report shall not be reproduced, except in full, without the prior written approval of F&R. Fmm No: 1102", Report No: ND:7121-09845 0 2000-2021 QESTI ab by SpectmOEST.com Page 30 of 36 faR Froehling & Robertson, Inc. Crozet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Tribal Properties, LLC 1900 Lauderdale Drive Richmond, VA 23238 71ZO093 Abington Place Lockwood Drive Charlottesville, VA 22911 Field Density Test Report CC: Report No: N D:7121-09845 Issue No: 1 Reviewed By: Dean Emily H Test Results Test Method No. Proctor Sample ID Probe Wet Depth Density (in.) (Ib/tta) Water Content N OWC Var (%) OWC Var Spec (%) Dry Density (lb/fts) Comp Comp Results (%) Spec (%) 7 D 6938 7121-03070-S01 2 149.7 3.6 -1.7 -3 To 3 144.5 97.0 >>>95 P 8 D 6938 7121-03070-S01 2 152.2 6.5 1.2 -3 To 3 142.9 96.0 >_95 P 9 D 6938 7121-03070-S01 4 147.0 3.5 -1.8 -3 To 3 142.0 95.4 >_95 P Location General Location: Alley between Abington & Lockwood Test Site Component Location Test Elev/Depth Elevation Reference No. 7 Site - Roadway South of C-10 StonelSelect Mat'I Base Course 8 Site - Roadway at C-10 Stone/Select Mat'I Base Course 9 Site - Roadway Between Homes 2337 and 2341 Abington Drive Stone/Select Mat'I Base Course Legend OWC = Optimum Water Content MDD = Maximum Dry Density The reseXs prpvided herein relate only to the items inspected anchor tested. This report shall not be reproduced, except in full, without the prior written approval of F&R. Form No: 1102", Report No: ND:7121-09845 0 2000-2021 QESTI ab by SpectraQEST.com Page 31 of 36 Froehling & Robertson, Inc. &p Crozet Office 6185 Rockfish Gap Turnpike Asphalt Nuclear Density Report I` Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client: Tribal Properties, LLC CC: Report No: AND:7121-09845 1900 Lauderdale Drive Issue No: 1 Richmond, VA 23238 Project: 71Z0093 Abington Place Lockwood Drive Reviewed By: Dean Emily H Charlottesville, VA 22911 Review Dale: 12/9/2021 Testing Details �Mlllllii Tested By: Dykes Thomas Date Tested: 12/3/2021 Supplier: S.L. Williamson Plant: Gauge Make/Model: Nuclear Density Gauge ITroxler/3440 Method of Measurement: Backscatter Density Standard Count: Gauge Serial: Moisture Standard Count: Calibration Date: Weather: Sunny Calibration Source: Test ReAMU,5, k ASTM D 6938, ASTM D 2950 Test Location Asphalt Paved Area Mix Layer Count MLD In Situ Comp Limit Results No Course Type Thick (in.) Rate (It,M) Density plvre) General Location: Abington Drive Asphalt 1 Intersection with Aldersgate Way Surface Road SM-9.5A 2.0 15 sec. 159.4 146.3 93.0 1 2!92 1 P Course Legend P = A results meet specification The results provided herein relate only to the items inspected andfortested. This report shall not be reproduced, except in full, without the prior written approval of F&R. Form No: 117025, Report No: AND:7121-09e45 0 2000-2021 QESTLab by SpectMOEST.com Page 32 of 36 Asphalt Placement Report CroO&Robertson, Inc. �K Crozetzet Office Report #: ADEN:7121-10010-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7121-10010 ® Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client Report No.: Client The resutls provided herein relate only to the items inspected and/or tested. Tribal Properties, LLC This report shall not be reproduced, except in full, without the prior written approval of F&R. 1900 Lauderdale Drive Richmond VA 23238 0093 Abington Place Lockwood Drive Reviewed By: Dean Emily H Charlottesville VA 22911 Review Date: 12/09/2021 General Information Location: Road - Driving Lane Location Details: Abington Drive and Aldersgate Way Activity Date: 12/06/2021 Personnel: McLaughlin Jesse L Title: Senior Technician Weather: Cloudy Wind Speed: mph Air Temp: 650F Activity Type: Inspection New Discrepancies Recorded? IFrequency: Periodic Yes, see "Discrepancies Noted" © No Field Notes F&R was on site as requested for asphalt placement for the remaining repair locations. Asphalt placement and compaction was observed and tested and found satisfactory. Form No: 190032 A -Asphalt Placement Report Page 33 of 36 Asphalt Placement Report �w �1 Freehling &Robertson, Inc. Vy�K Crozetzet Office 6185 Rockfish Gap Turnpike ® Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: 12/06/2021 Report No.: ADEN:7121-10010-1 Client Name: Tribal Properties, LLC Project Name: Abington Place Project No.: 71Z0093 Work Order No.: 7121-10010 1 Field Information 1.1 Asphalt Contractor: Virginia Asphalt Services 1.2 Asphalt Supplier. S.L. Williamson ' 1.3 Paving Start Time: 08:50 1.4 Paving Finish Time: 2 Equipment Type & Quantl 1 Paver, 1 Bobcat, 1 Smooth Drum Roller, Various Hand Tools 3 Labor Type & Quantity: 8 Men r4 Course Summary 4.1 Mix ID: SM 9.5 Ally 4.2 Quantity Placed: 93.1 tons 4.3 Required Thickness: 2.00 in. 4.4 Tack Coat Applied? Information Not Available 4.5 Required Compaction: 92.0 % 4.6 Roller Pattern: Not Applicable 5 Pre -Placement Location Condition: L 6 Test Method: Rice 6.1 Value: 2.555 6.2 Provided By: Contractor 7 Samples 7.1 Quantity Taken: 7.2 Performed By: Temperature Log Location Location #1 08:50 48.0 'F 289.0 'F •F 'F •F 'F •F 'F •F 'F •F 'F •F 'F •F 'F Form No: Page 34 of 36 A- I k'ti�loiJr -- 00 IN .. ,-... r _ __, iNUN, "—D�lC�1'��•r—r T'r—�••TTita 1fL�—., •, .1--fl. i—r-�—T u�m eoc�,Wooa•Dr i::. ..I rcehling &Robertson, Inc. Crozet "Y(K rozetOTfice v 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client: Tribal Properties, LLC CC: 1900 Lauderdale Drive Richmond, VA 23238 By: 71ZO093 Abington Place Lockwood Drive Charlottesville, VA 22911 Details McLaughlin Jesse L S.L. Williamson Gauge Make/Model: Nuclear Density Gauge ITroxler/4640 Density Standard Count: Moisture Standard Count: Asphalt Nuclear Density Report Report No: AND:7121-10010 Issue No: 1 Reviewed By: Dean Emily H Date Tested: 12/6/2021 Plant: Method of Measurement: Backscatter Gauge Serial: Calibration Date: Calibration Source: Test Rg,Aii14 Test Location Asphalt Paved Area Mix Layer MILD (IbIW) In Situ Comp Limit Results No Course Type Thick. (In.) Density (%) (%) (IWW) General Location: Aldersgate Way 1 At C-3 Asphalt Surface Road - Driving SM-8.5A 2.0 159.4 146.9 822 � P Course one 2 E of G-3 Asphalt Surface Road - Driving SM-8.5A 2.0 159.4 146.7 92.0 292 P Course Lane 3 At Intersection of Alley and Asphalt Surface Road - Driving SM-8.5A 2.0 159.4 146.7 92.0 292 P Aldersgate Way Course one 4 Alley between Aldersgate & Asphalt Surface Road - Driving SM-8.5A 2.0 159.4 147.5 92.5 292 P Abington Lane General Location: Alley between Aldersgate & Abington Asphalt Road -Driving 5 Al C-12 Surface SM-8.5A 2.0 159.4 147.7 92.7 2!92 P Course one eneral Location: Abington Drive 5 At C-8 Asphalt Surface Road - Driving SM-B.SA 2.0 159.4 146.9 82.2 ?92 p Course one General Location: Alley between Abington & Lockwood 7 S Of C-10 Asphalt Surface Road - Driving SM-8.5A 2.0 159.4 147.2 92.3 �92 P Course one 5 At C-10 Asphalt Surface Road - Driving SM-8.5A 2.0 159.4 148.4 93.1 2!92 P Course Lane 9 E of C-10 Asphalt Surface Road - Driving SM-8.5A 2.0 159.4 147.3 92A �92 P Course one Legend P = A results meet specification The results provided herein relate only to the items inspected andfortested. This report shall not be reproduced, except in full, without the prior written approval of F&R. Form No: 117025, Report No: AND:7121-10010 0 2000-2021 QESTLab by SpechaQEST.com Page 36 of 36