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Home My WebLink AboutSUB201700117 Bond 2022-08-31®ROUDABUSH, GALE & ASSOC. , Inc. A PROFESSIONAL CORPORATION Serving Virginia Since 1956 TO: Ana Kilmer DATE: August 26, 2022 Management Analyst PROJECT: State Rt. 643 Polo Grounds Albemarle County Department of Community Dev. Amendment 2 401 McIntire Rd. Charlottesville, VA 22902 SUB-2017-00117 X Attached Under separate cover via the following items: Quantity Item Description 1 Cover Letter 1 Bond Inspection Request and check for $307.84 2 As -Built Road Binders for County/VDOT 2 Full size copies of As -Built Plan Comments: These are transmitted as checked below: For Approval/Signature _For your use _Please return _Resubmitted w/revisions X Review _For Bids due Other Signed: /Y/Col?e � niamison@roudabush.com If enclosures are not as noted, kindly notify us at once. Received By: Date: As requested 434-977-0205 999 Second Street SE. Charlottesville.VA 22902. www.Roudabush.com 434.977.0205 Internal Use onl. Date Received: Fee Paid: Received by: lnmke: Forward m Pmgram Adminisnral BOND INSPECTION REQUEST APPROVED PLAN #: SUS201700117 PROJECT NAME (including Phase #): STATE ROUTE 643- POLO GROUNDS ROAD (Amendment *2) (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. ❑ VSMPNESCP Erosion Control, Stormwater Management and/or Mitigation per Water Protection Ordinance sections 17-207 & 17-208 $294.32 ❑ Reduction ❑ Release 12 Subdivision (roads, drainage, etc.) per Subdivision Ordinance sections 14-435 & 14438 $307.84 ❑ Reduction 12 Release ❑ Water & Sewer bond per Subdivision Ordinance section 14-435 $307.84 ❑ Reduction ❑ Release ❑ Site Development Performance bond (Incomplete Site Work & Landscaping) $344.24 o Reduction (site work only) ❑ Release TOTAL FEES $307.84 Submit requests to: Department of Community Development, 401 McIntire Road, North Wing, Charlottesville, VA 22902, Attention: Management Analyst — Phone 434-296-5832; Fax 434-972-4126. All roads and stormwater 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. F.MAIL: tucker.loyd@riverbenddev.com OR REGULAR MAIL ADDRESS: Signatu of Owner/Developer Au., n Print Name Da Revised 7/15/2014, 7/20/2015, 11/3/2015, 8/142017, 1/2812020, 7/1/2021 ipROUDABUSH, GALE & ASSOC. , Inc. A PROFESSIONAL CORPORATION Serving Virginia Since i956 August 26, 2022 To: Ana Kilmer, Management Analyst Albemarle County Department of Community Development 401 McIntire Road Charlottesville, VA 22902 RE: State Route 643 Polo Grounds Road, Amendment 42- BIR The following documents are attached for consideration of bond reduction in accordance with the Albemarle County Public Road Acceptance Procedure; • Bond Inspection Request for State Route 643 Polo Grounds Rd. Amendment 2 SUB- 2017-00117 and $307.84 fee • 2 documents binders- County copy and VDOT copy o Recorded Subdivision plat and copies of all recorded drainage easements, sight easements, and right of way plats o Field reports o l 1x17 as -built plan • 2 full size copies of As -Built plan Storm pipe inspection videos are on schedule with Tri-State the week of Labor Day and will be submitted with the summary when available. We believe that the attached documents in the submittal are comprehensive enough for a reduction. If additional items are needed or if you have any questions or concerns, please contact me at 434-977-0205 or niamison(a,roudabush.com. Sincerely, Nicole G. Jamison Roudabush, Gale & Associates, Inc. 999 Second Street SE. Charlottesville. VA 22902. www.Roudabush.com 434.977.0205 STATE ROUTE 643 POLO GROUNDS RD AMENDMENT 2 SUB201700117 BY: ROUDABUSH, GALE & ASSOCIATES INC. ROUDABUSH, GALE & ASSOC. , Inc. A PROFESSIONAL CORPORATION Serving Virginia Since 1956 Certificate of Completion As -Built Certification Letter Soils Reports CBR's and Pavement Design Worksheet Stone and Asphalt Testing Reports Concrete Testing Reports Storm Sewer Videos and Report Recorded Subdivision Plat and Approved Plans As -Built Plan Easements and Utilities Soils Reports Fill Placement Report roO&Robertson, Inc. Crozet 1r K CrozetzetOffice 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Client: -' Recipients: Brookhill Town Center LLC P.O. Box 1467 Charlottesville VA 22902 Project: 71ZO212 Polo Grounds Road Phase II Polo Grounds Road Charlottesville VA 22903 Location: Utility Trench -Storm Sewer Location Details: Between Structures B7 and BB Activity Date: 05/12/2022 Activity Type: Observation Frequency: Continuous Report #: SFLP:7122-03488-1 Issue #: 1 Work Order #: 7122-03488 Client Report No.: The results provided herein relate only to the items inspected and/or tested. This report shall not be reproduced, except in full, without the prior wrillen approval of F&R Reviewed By: Simmons Clyde A Review Date: 05/13/2022 Personnel: Butler Jason E Title: Senior Technician Weather: Overcast Wind Speed: mph Air Temp: New Discrepancies Recorded? Field Notes Yes, see "Discrepancies Noted" ,/ No 70°F The F&R representative observed the excavation and backfilling of the utility trench for Stormwater between Structures B7 and B8. Backfill materials consisted of Reddish Brown Silty SAND (SM) with gravels and trace Mica. Visual and manual methods were utilized throughout backfilling. Backfilling observed by F &R at the aforementioned location and elevations was found satisfactory on this date. (please see attached density testing results) Form No:190007 S-Fill Placement Report Page 1 of 3 Fill Placement Report ActivityDate: 06/12/2022 �p Report No.: SFLP:7122.03488-1 Froehling & Robertson, Inc. Client Name: Brookhill Town Center LLC K Crozet Office Project Name: Polo Grounds Road Phase II 6185 Rockfish Gap Turnpike Crozet, VA 22932 Project No.: 71ZO212 Phone: 434.823 5154 •,vww.l=and R.com Work Order No.: 7122-03488 General Contractor: Subcontractor: Contour Construction Fill Monitoring Summary Time Frame of Evaluation: Full Time PartTime - Spot Check Please Note: Full -lime evaluation ofmatenals placedcr or placement methods should be inferred only it indicated above.Otherwise. the tests and/orevaluallons below and these recorded at this project sit,, on this dale in other F&P reports represent spot checks or part -lime observations at the locations noted 1 Placement Location: utility trench for Stormwater between Structures B37 and B8 1.1 Start Elev:-3.001. End Elev: 0.00 ft. Elev. Reference: Adjacent Subgrade 1.2 Compaction Smooth Drum Roller Sheepsfoot Roller Equipment Used: Tire Roller Trench Compactor Rammax Plate Compactor Jumping Jack Handheld Compactor Other (Describe): 1.3 Lift Thickness: 12.00 in. Vibration Used? Yes 1.4 Comments: 2 Placement Location: 2.1 Start Elev: 2 2 Compaction Equipment Used: Tire Roller Plate Compactor Other (Describe): 2.3 Lift Thickness: 2.4 Comments: ft. End Elev: ft. Smooth Drum Roller Trench Compactor Jumping Jack in. Vibration Used? Density Tests Taken? Yes Elev. Reference: Sheepsfoot Roller Rammax Handheld Compactor Density Tests Taken? Form No: 190007 5-Fill Placement Report Page 2 of 3 CroOf 8 Robertson, Inc. "y(K Crozetzet Office V 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.Fand R.com Field Density Test Report Client: Brookhill Town Center LLC CC: Report No: ND:7122-03488 P.O. Box 1467 Issue No: 1 Charlottesville, VA 22902 Project: Polo Grounds Grounds Road Phase II Polo Grounds Road Reviewed By. Simmons Clyde A Charlottesville, VA 22903 Review Date: 5/1312022 Testing Details Tested By: Butler Jason E Date Tested: 5/12/2022 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: Weather: Light Rain Proctor Information Sample ID Material Description Method MDD OWC (%) (lb/fta) 7121-09132-SO2 Brown Silty SAND, Little Gravel ASTM D 698 105.0 20.1 Test Results Test Method Proctor Sample ID Probe Wet Water OWC OWC Var Dry Comp Comp Results No. Depth Density Content Var (%) Spec (%) Density (%) Spec (%) (in.) (lb/ft3) (o/v) (Iblfte) 1 D 6938 7121-09132-SO2 8 121.2 18.7 -1.4 —3 to 3 102.1 97.2 >95 P 2 D 6938 7121-09132-SO2 8 122.1 20.3 0.2 —3 To 101.5 96.7 >95 P 3 D 6938 7121-09132-SO2 8 123.3 21.9 1.8 —3 to 3 101.1 96.3 >95 P 4 D 6938 7121-09132-SO2 8 120.8 18.2 -1.9 —3 To 3 102.2 97.3 >95 P Location General Location: Between Structures B37 and B8 Test Site Component Location Test Elev/Depth Elevation Reference No. Utility Trench - Storm 15' from B7 -3 Below Adjacent Grade 1 Sewer 2 Utility Trench - Storm 15' from B7 -2 Below Adjacent Grade Sewer Utility Trench - Storm 15' from B7 -1 Below Adjacent Grade 3 Sewer Utility Trench - Storm 15' from B7 0 Below Adjacent Grade 4 Sewer Comments Legend OWC = Optimum Water Content MDD= Maximum Dry Density P = All results meet specification The reandiss priselded herev, retate only to the therns Inspected andlortestiCThIs real shall mot be reproduced, except In full, Without eye pirker nen approval of F&R. Foos No: 110244, Report No. N D:7122-03488 92pOP2022 QESTLab by Spect.QESTcom Page 3of3 Fill Placement Report �A A FroO &Robertson, Inc. VX�K CrozetzetOffice 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Client: - - Brookhill Town Center LLC P.O. Box 1467 Charlottesville VA 22902 Project: 71ZO212 Polo Grounds Road Phase II Polo Grounds Road Charlottesville VA 22903 Location: Utility Trench - Storm Sewer Location Details: Between Structures B7 and B8 Activity Date: 05113/2022 Activity Type: Observation Frequency: Continuous Report #: SFLP:7122-03528-1 Issue #: 1 Work Order #: 7122-03528 Ih Client Report No.: Recipients: The results provided 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 Reviewed By: Simmons Clyde A Review Date: 05/18/2022 Personnel: Butler Jason E Title: Senior Technician Weather: Overcast Wind Speed: mph Air Temp: 70°F New Discrepancies Recorded? Yes, see "Discrepancies Noted" / No Field Notes The F&R representative observed the excavation and backfilling of the utility trench for Stormwater between Structures B7 and B8. Backfill materials consisted of Reddish Brown Silty SAND (SM) with gravels and trace Mica. Visual and manual methods were utilized throughout backfilling. Backfilling observed by F &R at the aforementioned location and elevations was found satisfactory on this date. (please see attached density testing results) Form No: 190007 S-Fill Placement Report Pagel of 3 Fill Placement Report ActivltyDate: 06/1312022 p Report No.: SFLP:7122-03628-1 Froehling & Robertson, Inc. Client Name: Brookhill Town Center LLC K Crozet Office Project Name: Polo Grounds Road Phase II 6185 Rockfish Gap Turnpike Crozet, VA 22932 Project No.: 71ZO212 Phone: 434.823 5154 www. Fand R.com Work Order No.: 7122-03528 General Contractor: Subcontractor: Contour Construction Fill Monitoring Summary Time Frame of Evaluation: Full Time I Part Time Spot Check Please Note: Full-time evaluation of materials p.acedor of placement methods shouldbeinfemed only if indicaled above otherwise, the tests and/orevalualions below and those recorded at this prcjart sKe on this date in other F&R mpods represent spot checks or pad -time observations at the locations noted 1 Placement Location: Between Structures B7 and B8 1.1 Start Elev: -4.00 ft. End Elev: 0.00 ft. Elev. Reference: Adjacent Subgrade 12 Compaction Equipment Used: Smooth Drum Roller Sheepsfoot Roller Tire Roller Trench Compactor Rammax Plate Compactor Jumping Jack Handheld Compactor Other (Describe): 1.3 Lift Thickness: 12.00 in. Vibration Used? Yes Density Tests Taken? Yes 1.4 Comments: 2 Placement Location: 2.1 Start Elev: 2 2 Compaction Equipment Used: Tire Roller Plate Compactor Other (Describe): 2.3 Lift Thickness: 2.4 Comments: ft. End Elev: ft. Smooth Drum Roller Trench Compactor Jumping Jack in. Vibration Used? Elev. Reference: Sheepsfoot Roller IR.",Z", , Handheld Compactor Density Tests Taken? Form No: 190007 S-Fill Placement Report Page 2 of 3 Froehling 8 Robertson, Inc. ('Y(K Crozet Office v 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 wtwv.FandR.mm Field Density Test Report Client: Brookhill Town Center LLC CC: Report No: ND:7122-03528 P.O. Box 1467 Issue No: t Charlottesville, VA 22902 Project: 71Z0212 T Palo Grounds Road Phase II • ��3P Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 5/18/2022 Testing Details Tested By: Butler Jason E Date Tested: 5/13/2022 Field Methods: ASTM D 6938 Gauge Type: Nuclear Density Gauge /Troxlerl Test Mode: Direct Transmission 3440 Model Number: Standard Count: Density: Serial Number: Standard Count: Moisture: Weather: Overcast Proctor Information Sample ID Material Description Method MDD OWC (%) (lb/ft-) 7121-09132-SO2 Brown Silty SAND, Little Gravel ASTM D 698 105.0 20.1 Test Results Test Method Proctor Sample ID Probe Wet Water OWC OWC Var Dry Comp Comp Results No. Depth Density Content Var (%) Spec (%) Density (%) Spec (% ) (in.) (Ib/fife) (oye) (lb/ft-) 1 D 6938 7121-09132-SO2 8 122.7 18.6 -1.5 -3 to3 103.5 98.5 -95 P 2 D 6938 7121-09132-SO2 8 123.4 21.2 1.1 -3 To 101.8 97.0 >95 P 3 D 6938 7121-09132-SO2 8 124.3 21.8 1.7 -3 To 102.1 97.2 >95 P 4 D 6938 7121-09132-SO2 8 122.1 18.8 -1.3 -3ro3 102.8 97.9 >95 P 5 D 6938 7121-09132-SO2 8 123.5 20.6 0.5 -3T03 102.4 97.5 >95 P Location General Location: Between Structures B7 and B8 Test Site Component Location Test Elev/Depth Elevation Reference No. 1 Utility Trench - Storm 10' west of B8 -4 Below Adjacent Grade Sewer Utility Trench - Storm 10' west of B8 -3 Below Adjacent Grade 2 Sewer Utility Trench - Storm 10' west of 68 -2 Below Adjacent Grade 3 Sewer Utility Trench - Storm 10' west of 138 -1 Below Adjacent Grade 4 Sewer Utility Trench - Storm 10' west of B8 0 Below Adjacent Grade 5 Sewer Comments Legend OM = Optimum water Content MDD = Maximum Dry Density P= AN results meet specincation The ressafts provided ere n relate only to Me Items Imnsooted an for testen. This report than not be reprouluced, accept In full, ivithout the prior vainest approval or F Form No 110244, Repon No ND9122-03526 ©2000-2022 QESTLab by Spect.QEST com Page 3 of 3 Fill Placement Report ��^ K Fro8 Robertson, Inc. Crozetzet Office Report #: SFLP:7122-03628-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7122-03628 Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client Report No.: Client: Recipients: The results provided herein relate only to the items inspected and/or tested. li This report shall not be reproduced, excepl in full, without the prior Written Brookhill Town Center LLC approval or FBR. P.O. Box 1467 Charlottesville VA 22902 Project: 71Z0212 I Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville VA 22903 Review Date: 05/25/2022 Location: Utility Trench - Storm Sewer Location Details: Between Structures B7 and B10 Activity Date: 05/17/2022 Activity Type: Observation Frequency: Continuous Personnel: Butler Jason E Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp Field Notes New Discrepancies Recorded? Yes, see "Discrepancies Noted" V No 757 The F&R representative observed the excavation and backfilling of the utility trench for Stormwater between Structures B7 and B10. Backfill materials consisted of Reddish Brown Silty SAND (SM) with gravels and trace Mica. Visual and manual methods were utilized throughout backfilling. Backfilling observed by F &R at the aforementioned location and elevations was found satisfactory on this date. (please see attached density testing results) Form No: 190007 S-Fill Placement Report Page 1 of 4 Fill Placement Report Activity Date: 05/17/2022 i� Report No.: SFLP:7122-03628-1 Froehling & Robertson, Inc. Client Name: Brookhill Town Center LLC K Crozet Office Project Name: Polo Grounds Road Phase II 6185 Rockfish Gap Turnpike Crozet, VA 22932 Project No.: 71ZO212 Phone: 434.823 5154 www Fand R.com Work Order No.: 7122-03628 General Contractor: Subcontractor: Contour Construction Fill Molnitoring Summary Time Frame of Evaluation: V Full Time ' Part Time Spot Check Please Note: Full -lime evaluation of materials placed or of placement methods shoold be inlerred only it indicated above Otherwise. the tests and/or evaluations below and those recorded at this project site on this date in other FdR reports represent spot checks or part-time observalions at the locations noted 1 Placement Location: Between Structures B7 and B10 1.1 Start Elev: -4.00 ft. End Elev: 0.00 ft. Elev. Reference: Adjacent Subgrade 12 Compaction Equipment Used: Smooth Drum Roller Sheepsfoot Roller Tire Roller Trench Compactor Rammax Plate Compactor Jumping Jack Handheld Compactor Other (Describe): 1.3 Lift Thickness: 12.00 in. Vibration Used? Yes 1.4 Comments: 2 Placement Location: 2.1 Start Elev: 2.2 Compaction Equipment Used: Tire Roller Plate Compactor Other (Describe): 2.3 Lift Thickness: 2.4 Comments: ft. End Elev: ft. Smooth Drum Roller Trench Compactor Jumping Jack in Vibration Used? Density Tests Taken? Yes Elev. Reference: Sheepsfoot Roller Rammax Handheld Compactor Density Tests Taken? Form No. 190007 S-Fill Placement Report Page 2 of 4 Fill Placement Report Fro&Robertson, Inc. 1F K Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone:434,823.5154 www.FandR.com I I _ Activity Date: 05117/2022 Report No.: SFLP:7122-03628-1 Client Name: Brookhill Town Center LLC Project Name: Polo Grounds Road Phase It Project No.: 71Z0212 Work Order No.: 7122-03628 Description: Date Taken: Taken By: Description: Date Taken: Taken By: Image Details Notes: Image Details Notes: Form No: 190007 S-Fill Placement Report Page 3 of 4 ro&Robertson, Inc. Crozet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Field Density Test Report Client: Brookhill Town Center LLC CC: Report No: ND:7122-03628 P.O. Box 1467 Issue No: 1 Charlottesville, VA 22902 Project: 71 ZO212 Palo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 5/25/2022 Testing Details Tested By: Butler Jason E Date Tested: 5/17/2022 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: Weather: Clear Proctor Information Sample ID Material Description Method MDD OWC (lb/ft') 7121-1 Brown Silty SAND, Little Gravel ASTM D 698 105.0 20.1 Test Results Test Method Proctor Sample ID Probe Wet Water OWC OWC Var Dry Comp Comp Results No. Depth Density Content Var (%) Spec (%) Density (%) Spec (%) (in.) (lb/fN) (°/p) (lb/f -) 1 D 6938 7121-09132-S02 8 122.6 19.2 -0.9 -3 To 3 102.9 98.0 _95 P 2 D 6938 7121-09132-S02 8 120.4 17.8 -2.3 -3 TO 3 102.2 97.3 >_95 P 3 D 6938 7121-09132-S02 8 122.3 19.9 -0.2 -3 To 3 102.0 97.1 >>>95 P 4 D 6938 7121-1 8 124.5 22.8 2.7 -3 To 3 101.4 96.6 -95 P 5 D 6938 7121-09132-S02 8 121.1 18.7 -1.4 -3 To 3 102.0 97.2 P Location General Location: Between Structures B7 and 1310 Test Site Component Location Test Elev/Depth Elevation Reference No. Utility Trench - Storm 20' east of B7 -4 Below Adjacent Grade 1 Sewer Utility Trench - Storm 20' east of B7 -3 Below Adjacent Grade 2 Sewer Utility Trench - Storm 20' east of B7 -2 Below Adjacent Grade 3 Sewer Utility Trench - Storm 20' east of B7 -1 Below Adjacent Grade 4 Sewer Utility Trench - Storm 20' east of B7 0 Below Adjacent Grade 5 Sewer Comments Legend OWL = Optimum Water Content MDD = Maximum Dry Density P = All results meet specification e results provided main relate on , to the Hema 7r.ppiad—m—.—W—oi Thla reportshall not be reproduced, except In full. without tha prior vmltten approval of F&R. Form N. 11D244, Report No ND 7122-0DM2e 020W-2022 aESTLab by SpedraQESLcwn Page of Fill Placement Report n Fro&Robertson, Inc. K Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone:434.823.5154 www,FandR.com Client: Recipients: The results provided herein relate only to the items inspected aid/or tested. Brookhill Town Center LLC This report shall not be reproduced, except in full, without the prior written approval of F&R. P.O. Box 1467 Charlottesville VA 22902 Project: 712:0212 Polo Grounds Road Phase II Polo Grounds Road Charlottesville VA 22903 F Location: Utility Trench - Storm Sewer tion Details: Between Structures B8 and B9 Activity Date: 05/18/2022 Activity Type: Observation Frequency: continuous Report#: SFLP:7122-03668-1 Issue#: 1 Work Order #: 7122-03668 Client Report Ill Reviewed By: Simmons Clyde A Review Date: 05/25/2022 Personnel: Butler Jason E Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp: 80"F New Discrepancies Recorded? Field Notes Yes, see "Discrepancies Noted" No The F&R representative observed the excavation and backfilling of the utility trench for Stormwater between Structures B8 and B9. Backfill materials consisted of Reddish Brown Silty SAND (SM) with gravels and trace Mica. Visual and manual methods were utilized throughout backfilling. Backfilling observed by F &R at the aforementioned location and elevations was found satisfactory on this date. (please see attached density testing results) Form No: 190007 S-Fill Placement Report Page 1 of 3 Fill Placement Report Activity Date: 05/18/2022 p Report No.: SFLP:7122.03668-1 �A n Froehling & Robertson, Inc. Client Name: Brookhill Town Center LLC Crozet Office Project Name: Polo Grounds Road Phase II 6185 Rockfish Gap Turnpike Crozet, VA 22932 Project No.: 71ZO212 I Phone. 434 823.5154 www FandR.com Work Order No.: 7122-03668 General Contractor: Subcontractor: Contour Construction Fill Monitoring Summary Time Frame of Evaluation: Full Time l ii Part Time I Spot Check Please Note: Full-time evaluation of materials paced or of placement methods should be inferred only if indicated above Otherwise, the tests and/a evaluations below and those recorded at this project site on this date in other FRR reports represent spot checks or part-time observations at the locations noted 1 Placement Location: Between Structures B78 and B9 1.1 Start Elev: -4.00 ft. End Elev: 0.00 ft. Elev. Reference: Adjacent Subgrade Compaction 1.2 Equipment Used: Smooth Drum Roller Sheepsfoot Roller Tire Roller Trench Compactor Rammax Plate Compactor Jumping Jack Handheld Compactor Other (Describe): 1.3 Lift Thickness: 12.00 in. Vibration Used? Yes Density Tests Taken? Yes 1.4 Comments: 2 Placement Location: 2.1 Start Elev: ft, End Elev: ft. Elev. Reference: 2.2 Compaction Equipment Used: Smooth Drum Roller Sheepsfoot Roller Tire Roller Trench Compactor Rammax Plate Compactor Jumping Jack Handheld Compactor Other (Describe): 2.3 Lift Thickness: 2.4 Comments: in. Vibration Used? Density Tests Taken? Form No: 190007 S-Fill Placement Report Page 2 of 3 �/� Crozet O 8 Robertson, Inc. `xJC Crozet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Field Density Test Report Client: Brookhill Town Center LLC CC: Report No: ND:7122-03668 P.O. Box 1467 Issue No: 1 Charlottesville, VA 22902 Project: Polo Grounds Road Phase II Polo Grounds Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 5/25/2022 Testing Details - Tested By: Butler Jason E Date Tested: 5/18/2022 Field Methods: ASTM D 6938 Gauge Type: Nuclear Density Gauge / Troxlerl Test Mode: Direct Transmission 3440 Model Number: Standard Count: Density: Serial Number: Standard Count: Moisture: Weather: Clear Proctor Information Sample ID Material Description Method MDD OWC (%) (lb/ft°) 7121-09132-S02 Brown Silty SAND, Little Gravel ASTM D 698 105.0 20.1 Test Results Test Method Proctor Sample ID Probe Wet Water OWC OWC Var Dry Comp Comp Results No. Depth Density Content Var (%) Spec (%) Density (%) Spec (%) (in.) (Iblfte) (%) (Ib/ft°) 1 D 6938 7121-09132-S02 8 124.4 22.6 2.5 -3 To 101.5 96.6 ,:95 P 2 D 6938 7121-09132-S02 8 121.1 17.8 -2.3 —3 To 102.8 97.9 =)5 P 3 D 6938 712l-09132-SO2 8 120.4 17.2 -2.9 —3 To 3 102.7 97.8 P 4 D 6938 7121-09132-S02 8 123.6 21.2 1.1 —3 To 102.0 97.1 P 5 D 6938 7121-09132-S02 8 125.3 23.1 3.0 -3 To 3 101.8 96.9 -9- P Location General Location: Between Structures B78 and B9 Test Site Component Location Test Elev/Depth Elevation Reference No. 1 Utility Trench - Storm 15' north of B8 -4 Below Adjacent Grade Sewer 2 Utility Trench - Storm 15' north of B8 -3 Below Adjacent Grade Sewer 3 Utility Trench - Storm 15' north of B8 -2 Below Adjacent Grade Sewer 4 Utility Trench - Storm 15' north of B8 -1 Below Adjacent Grade Sewer Utility Trench - Storm 15' north of B8 0 Below Adjacent Grade 5 Sewer Comments Legend OIM11; = Optimum Water Content MDD= Maximum Dry Density P = All results meet speafication e results prova erenreale only tot the items Imspedied ndl.r tested. This r"on shell not be reproduced, except In full. without the prior wrift.. approwi of F&R. Form No: 110244, Report No. ND.7122-03668 © 2000-2022 OESTLsb by Speol.OESToom Page 3 of 3 0 Fill Placement Report Froehling & Robertson, Inc. Crozet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Client: Brookhill Town Center LLC P.O. Box 1467 Charlottesville VA 22902 Project: Polo Grounds Road Phase II Polo Grounds Road Charlottesville VA 22903 71Z0212 FLocation: Utility Trench - Water Main Location Details: STA41+50 through STA43+00 Activity Date: 05/31/2022 Activity Type: I Observation Frequency: Continuous Report #: SFLP:7122-04011-1 Issue #: 1 Work Order #: 7122-04011 Client Report No.: i Recl ents: p The results provided herein relate only to the items inspected and/or tested This report shall not De reproduced, except in full, without the prior written approval of F&R. Reviewed By: Simmons Clyde A Review Date: 06/1312022 Personnel: Butler Jason E Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp: 95"F New Discrepancies Recorded? Yes, see "Discrepancies Noted" V No Field Notes The F&R representative observed the excavation of the utility trench for the water main from STA41+50 through STA43+00. Soils consisted of Reddish Brown Silty SAND (SM) with gravels and trace Mica. No backfilling was performed on this date. Form No: 190007 S-Fill Placement Report Page 1 of 1 Fill Placement Report Cro&Robertson, Inc. �K Crozetzet Office Report #: SFLP:7122-04077-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7122-04077 r Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client Report No.: Client: Recipients: The results provided herein relate only to the items inspected and/or tested Brookhill Town Center LLC This report shall not be reproduced, except in full, without the prior written P.O. Box 1467 approval of F&R. Charlottesville VA 22902 Project: 71Z0212 Polo Grounds Road Phase II Reviewed By: Simmons Clyde A Polo Grounds Road Charlottesville VA 22903 Review Date: 06/13/2022 General Information Location: Utility Trench - Water Main Personnel: Butler Jason E Location Details: From STA41+50 through STA43+00 Title: Senior Technician Weather: Sunny Activity Date: 06/01/2022 Wind Speed: mph Air Temp: 9 Y F Activity Type: Observation New Discrepancies Recorded? Frequency: Continuous Yes, see "Discrepancies Noted" ,/ No Field Notes The F&R representative observed the backfilling of the utility trench for the water main from STA41+50 through STA43+00. Backfill materials consisted of Reddish Brown Silty SAND (SM) with gravels and trace Mica. Visual and manual methods were utilized throughout backfilling. Backfilling observed by F &R at the aforementioned location and elevations was found satisfactory on this date. (please see attached density testing results) Form No: 190007 S-Fill Placement Report Page 1 of 4 Fill Placement Report Fro&Robertson, Inc. Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.8235154 www.FandR.com General Contractor: Activity Date: 0610112022 Report No.: SFLP:7122-04077-1 Client Name: Brookhill Town Center LLC Project Name: Polo Grounds Road Phase II Project No.: 71ZO212 Work Order No.: 7122-04077 Subcontractor: Contour Construction Time Frame of Evaluation: Full Time F 1 PartTime Spot Check Please Note: Full -lime evaluation of materials placed or of placement methods should be inlened only if indicated above. Otherwise, the tests and/or evaluations below and those recorded at this project si a on This dale in other FARreports represent spot checks or part -lime observations at the locations noted 1 Placement Location: water main from STA41+50 through STA43+00 1.1 Start Elev: -2.00 ft. End Elev: 0.00 ft. Elev. Reference: Adjacent Subgrade 1.2 Compaction Smooth Drum Roller Sheepsfoot Roller Equipment Used: Tire Roller Trench Compactor Rammax Plate Compactor Jumping Jack Handheld Compactor Other (Describe): 1.3 Lift Thickness: 1200 in. Vibration Used? Yes Density Tests Taken? Yes 1.4 Comments: 2 Placement Location: 2.1 Start Elev: 2.2 Compaction Equipment Used: Tire Roller Plate Compactor Other (Describe): 2.3 Lift Thickness: 2.4 Comments: ft. End Elev: ft. Smooth Drum Roller Trench Compactor Jumping Jack in. Vibration Used? Elev. Reference: Sheepsfoot Roller Rammax Handheld Compactor Density Tests Taken? Form No: 190007 S-Fill Placement Report Page 2 of Fill Placement Report Freehling 8 Robertson, Inc. CrozetzelOffice 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Activity Date: 06/01/2022 Report No.: SFLP:7122-04077.1 Client Name: Brookhill Town Center LLC Project Name: Polo Grounds Road Phase II Project No.: 71Z0212 Work Order No.: 7122-04077 Description: Date Taken: Taken By: Description: Date Taken: Taken By: Image Details Notes: Image Details Notes: Form No: 190007 S-Fill Placement Report Page 3 of 4 Freehling 8 Robertson, Inc. `xjCK Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5164 wwmFandR.com Field Density Test Report Client: Brookhill Town Center LLC CC: Report No: ND:7122.04077 P.O. Box 1467 Issue No: 1 Charlottesville, VA 22902 Project: 71ZO212 Palo Road Phase II Palo Grounds Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 6/1312022 Testing Details Tested By: Butler Jason E Date Tested: 6/1/2022 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: Weather: Clear Proctor Information Sample ID Material Description Method MOD OWC (IblfV) 7121-09132-SO2 Brown Silty SAND, Little Gravel ASTM D 698 1 D5.0 20.1 Test Results Test Method Proctor Sample ID Probe Wet Water OWC Dry Comp Results No. Depth Density Content Var(%) Density (%) (in.) (IbtW) N (Ib/fte) 1 D 6938 7121-09132-S02 8 123.8 20.9 +0.8 102.4 97.5 2 D 6938 7121-09132-SO2 8 122.6 19.5 -0.6 102.6 97.7 3 D 6938 7121-09132-S02 8 124.8 22.3 +2.2 102.0 97.2 4 D 6938 7121-09132-S02 8 121.6 18.8 -1.3 102.4 97.5 5 D 6938 7121-09132-SO2 8 122.4 20.1 +0.0 101.9 97.1 6 D 6938 7121-09132-302 8 123.7 21.6 +1.5 101.7 96.9 Location General Location: From STA41+50 through STA43+00 Test Site Component Location Test Elev/Depth Elevation Reference No. Utility Trench - Water STA42+00 -2 Below Adjacent Grade 1 Main Utility Trench - Water STA42+00 -1 Below Adjacent Grade 2 Main Utility Trench - Water STA42+00 0 Below Adjacent Grade 3 Main Utility Trench - Water STA42+75 -2 Below Adjacent Grade 4 Main Utility Trench - Water STA42+75 -1 Below Adjacent Grade 5 Main Utility Trench - Water STA42+75 0 Below Adjacent Grade 6 Main Comments Legend OWC = Optimum Water Content MOD = Maximum Dry Density The results provided herein r ate only to the lams Inspected andlor tested. This naport shall not twe repro uce . except in full. vathout the p or written approval of i Font No: 110244. Report No ND:7122-04077 02000-20220ESTLab by SpeciraDESTcwn Page4of4 Fill Placement Report w FroO 8 Robertson, Inc. �w �K CrozetzetOffice Report #: SFLP:7122-04116-1 Issue #: 1 VY 6185 Rockfish Gap Turnpike Work Order #: 7122-04116 w Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client Report No.: Client: ..._ Recipients: The results provided herein relate only to the items inspected and/or tested Brookhill Town Center U-C This report shall not be reproduced except in full, without the prior written approval of F&R. P.O. Box 1467 i Charlottesville VA 22902 A ^� Project: 71Z0212 � ,'''7�'("/�-'\(-rd'�— Polo Grounds Road Phase II Reviewed By: Simmons Clyde A Polo Grounds Road Charlottesville VA 22903 t Review Date: 0611312022 Location: Utility Trench - Water Main From STA43+00 to the Proposed Type A i Location Details: Blow -off Activity Date: 06/02/2022 Activity Type: Observation Frequency: Continuous Personnel: Butler Jason E Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp: 90"F Field Notes New Discrepancies Recorded? Yes, see "Discrepancies Noted" V No The F&R representative observed the excavation and backfilling of the utility trench for water main from STA43+00 to the Proposed Type A Blow -off. Backfill materials consisted of Reddish Brown Silty SAND (SM) with gravels and trace Mica. Visual and manual methods were utilized throughout backfilling. Backfilling observed by F &R at the aforementioned location and elevations was found satisfactory on this date. (please see attached density testing results) Form No: 190007 S-Fill Placement Report Page 1 of 3 Fill Placement Report Activity Date: 06/02/2022 p Report No.: SFLP:7122-04116-1 Froehling & Robertson, Inc. Client Name: Brookhill Town Center LLC K Crozet Office Project Name: Polo Grounds Road Phase II 6185 Rockfish Gap Turnpike Crozet, VA 22932 Project No.: 71 Z0212 Phone: 434 823 5154 www.Fand R.com Work Order No.: 7122-04116 General Contractor: Subcontractor: Contour Construction Fill Monitoring Summary Time Frame of Evaluation: Full Time Part Time Spot Check Please Note: Full-time evaluation of materials placed or of placement methods should be inferred only If indicated above. Otherwise. the tests and/or evaluations below and those recorded at this project site on this date in other F&R reports mom -sent spot checks or pad -time observations at the locations noted 1 Placement Location: water main from STA43+00 to the Proposed Type A Blow -off 1.1 Start Elev: -3.00 ft. End Elev: 0.00 ft. Elev. Reference: Adjacent Subgrade 12 Compaction Equipment Used: Smooth Drum Roller Tire Roller Trench Compactor Plate Compactor Jumping Jack Other (Describe): 1.3 Lift Thickness: 12.00 in. Vibration Used? Yes 1.4 Comments: 2 Placement Location: 2.1 Start Elev: 2 2 Compaction Equipment Used: Tire Roller Plate Compactor Other (Describe): 2.3 Lift Thickness: 2.4 Comments: ft. End Elev: Smooth Drum Roller Trench Compactor Jumping Jack in. Vibration Used? Sheepsfoot Roller Rammax Handheld Compactor Density Tests Taken? Yes Elev. Reference: Sheepsfoot Roller Rammax Handheld Compactor Density Tests Taken? Form No: 190007 S-Fill Placement Report Page 2 of 3 roOS Robertson, Inc. Crozet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Field Density Test Report Client: Brookhill Town Center LLC CC: Report No: ND:7122-04116 P.O. Box 1467 Issue No: 1 Charlottesville, VA 22902 Project: Polo Grounds Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 6/1312022 Testing Details Tested By: Butler Jason E Date Tested: 6/2/2022 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: Weather: Clear Proctor Information Sample ID Material Description Method MDD OWC (%) (lb/W) 7121-09132-S02 Brown Silty SAND, Little Gravel ASTM D 698 105.0 20.1 Test Results Test Method Proctor Sample ID Probe Wet Water OWC OWC Var Dry Comp Comp Results No. Depth Density Content Var(%) Spec(%) Density (%) Spec(%) (in.) (Ib/fte) M (IbtW) 1 D 6938 7121-09132-SO2 8 122.0 19.4 -0.7 -3 To 3 102.2 97.3 :95 P 2 D 6938 7121-09132-SO2 8 124.2 22.5 2.4 -3 to 101.4 96.6 295 P 3 D 6938 7121-09132-SO2 8 123.9 22.0 1.9 -3 to 101.6 96.7 295 P 4 D 6938 7121-09132-302 8 122.7 20.8 0.7 -3 To 3 101.6 96.7 _95 P Location General Location: From STA43+50 to the Proposed Type A Blow -off Test Site Component Location Test Elev/Depth Elevation Reference No. Utility Trench - Water STA43+50 -3 Below Adjacent Grade 1 Main Utility Trench - Water STA43+50 -2 Below Adjacent Grade 2 Main Utility Trench - Water STA43+50 -1 Below Adjacent Grade 3 Main Utility Trench - Water STA43+50 0 Below Adjacent Grade 4 Main Comments Legend OWO = Optimum Water Content MDD = Maximum Dry Density P = All results meet specfficatlon e result. provided ere n r to on y to the hems Inspected andlor rea . This report shall not be reproduced, except in Nil. "hout the tortor varittion approval of i Fonn N. 110244. Report No: ND:7122-04116 02000-2022 QESTLab by SpectraQEST[om Page 3 of 3 Subgrade Evaluation roO &Robertson, Inc. Crozet K CrozetzetOffice Report #: SUBG:7122-04164-1 Issue #: 1 Ir 6185 Rockfish Gap Turnpike Work Order #: 7122-04164 Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client Report No.: Client: �) Recipients: The results provided herein relate only to the items inspected andlor tested. Brookhlll Town Center LLC i This report shall not be reproduced, except in full, without the pdor vaitten approval of FSR P.O. Box 1467 Charlottesville VA 22902 Protect: 71Z0212 Polo Grounds Road Phase II Reviewed By: Simmons Clyde A Polo Grounds Road Charlottesville VA 22903 Review Date: 06/13/2022 I Location: Road Location Details: STA45+50 through STA48+00 Activity Date: 06/0312022 Personnel: Butler Jason E Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp: 85°F Activity Type: Observation New Discrepancies Recorded? Frequency: Continuous Yes, see "Discrepancies Noted" V/ No Field Notes The F&R representative observed the soil subgrade adjacent to the westbound lane of Polo Grounds Rd STA45+50 through STA48+00 in preparation for the expansion. The subgrade soils consisted of Reddish Brown Silty SAND (SM) with gravels and trace Mica. Visual and manual methods were utilized throughout excavation and found the subgrade satisfactory. Once the subgrade cut, the contractor placed shoulder wedge consisting of VDOT Grade 21-B stones. Density testing will be performed after final grading. Form No: 190003 S-Subgrade Evaluation Page 1 of 2 Subgrade Evaluation /�^ 1FroO&Robertson, Inc. F K Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434 823 5154 www FandR.com General Contractor: Contour Construction Subcontractor: Activity Date: 06/03/2022 Report No.: SUBG:7122-04164-1 Client Name: Brookhill Town Center LLC Project Name: Polo Grounds Road Phase II Project No.: 71 ZO212 Work Order No.: 7122-04164 Geotechnical Report Available? Yes Specified Min. Bearing Capacity: Not Applicable 1.1 Locations Examined: expansion area adjacent to the westhound lane of Polo Grounds Rd STA45+50 through STA48+00 1.2 Evaluation Method(s): Probe Rod Hand Auger Geo-Probe Nuclear Gauge Proof Roll Other (Describe). 1.3 Soils & Aggregates Description: 1-3.1 Soil: Moist Brown Red (Moisture) (Color) 1.3.2 Additional Soils & Aggregates Information: 1.3.3 Conditions Encountered: Static Cone Penetrometer Dynamic Cone Penetrometer Silty Sand (Secondary Characteristic) (Primary Characteristic) 1.3.4 Material Types Meet Project Requirements: Satisfactory 1.3.5 Deleterious Materials: Not Observed 1.3.6 Foundation Excavation Dimensions Conform to Plans: Not Applicable 1.4 Foundation Comments: Form No: 190003 S-Subgrade Evaluation Page 2 of 2 Proofroll Report �w A FroO &Robertson, Inc. }V� K CrozetzetOffice 6185 Rockfish Gap Turnpike w Crozet, VA 22932 Phone:434.823.5154 www,FandR.com Client: —I Brookhill Town Center i P.O. Box 1467 Charlottesville VA 22902 Project: Polo Grounds Road Phase II Polo Grounds Road Charlottesville VA 22903 Location: Road adjacent to existing westbound lane of Location Details: Polo Grounds Rd STA41+00 through STA42+50 I Activity Date: 06/09/2022 Activity Type: Observation Frequency: Continuous Recipients: Report #: SPRF:7122-04349-1 Issue #: 1 Work Order #: 7122-04349 Client Report No.: The results provided herein relate only to the items inspected andlor tested. This report shall not be reproduced, except in full, witlwut the prior written approval of F&R Reviewed By: Simmons Clyde A Review Date: 06/14/2022 Personnel: Butler Jason E Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp: 85"F Field Notes New Discrepancies Recorded? Yes, see "Discrepancies Noted" V/ No The F&R representative observed the proofrolling of the soil subgrade adjacent to the existing westbound lane of Polo Grounds Rd STA41+00 through STA42+50. The soil subgrade consisted of Reddish Brown Silty SAND (SM) with gravels and trace Mica. Utilizing a fully loaded tandem-axel dump truck the aforementioned location was proofrolled and no pumping or rutting was observed. After proofrolling, the contractor placed and compacted a temporary wedge using VDOT Grade 21-B stones. Form No: 190030 S-Proofroll Report Page 1 of 2 Proofroll Report Cro&Robertson, Inc. . K Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Elevation: planned soil subgrade Subgrade Material Type(s): Reddish Brown Silty SAND (SM) with gravels and trace Mica Proofroll Area Characterization: Correction Not Required Description of Soft Arsa(s): Pumping/Rutting Soft Area Description Location Remediation Comments: Remediation Comments: Remediation Comments: Forth No: 190030 Activity Date: 0610912022 Report No.: SPRF:7122-04349-1 Client Name: Brookhill Town Center LLC Project Name: Polo Grounds Road Phase II Project No.: 71ZO212 Work Order No.: 7122-04349 Proofroll Equipment: Loaded Tandem -Axle Dump Truck Description of Proofroll Evaluation: no pumping or rutting was observed PumpinglRuttinglUndercut Dimensions': Area Depth Volume W n yd' in ft' ' Dimensions provided are approximate. S-Proofroll Report Remediation Remediation Method Used: Confirmed By: Page 2 of 2 Proofroll Report w FroO &Robertson, Inc. �w �K CrozetzetOffice Report #: SPRF:7122-04422-1 Issue #: 1 Vy 6185 Rockfish Gap Turnpike Work Order #: 7122-04422 s Crozet, VA 22932 Phone: 434,823.5154 www.FandR.com Client Report No.: t henL: Recipients: The results provided herein relate only to the items inspected amber tested. Brookhill Town Center LLC This report shall not be reproduced, except in lull, without the prior written approval of F&R. P.O. Box 1467 Charlottesville VA 22902 Project: 7120212 Polo Grounds Road Phase II Reviewed By: Simmons Clyde A Polo Grounds Road Review Date: 06/22/2022 Charlottesville VA 22903 I Location: Road Personnel: Butler Jason E Adjacent to ezistirig westboundlane- Location Details: Polo Grounds Rd STA42+50 through Title: Senior Technician STA44+50 Weather: Sunny Activity Date: 06/13/2022 Wind Speed: mph Air Temp: 850F Activity Type: Observation New Discrepancies Recorded? Frequency: Continuous Yes, see "Discrepancies Noted" No Field Notes The F&R representative observed the proofrolling of the soil subgrade adjacent to the existing westbound lane of Polo Grounds Rd STA42+50 through STA44+50. The soil subgrade consisted of Reddish Brown Silty SAND (SM) with gravels and trace Mica. Utilizing a fully loaded tandem-axel dump truck the aforementioned location was proofrolled and no pumping or rutting was observed. After proofrolling, the contractor placed and compacted a temporary wedge using VDOT Grade 21-B stones. Form No: 190030 3-Proofroll Report Page 1 of 2 Proofroll Report FroO !L Robertson, Inc. CrozetzetOffice 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone, 434.823.5154 www.FandR.com Elevation: planned soil subgrade Subgrade Material Type(s): Reddish Brown Silty SAND (SM) with gravels and trace Mica Proofroll Area Characterization: Correction Not Required Description of Soft Area(s): Activity Date: 06/13/2022 Report No.: SPRF:7122-04422-1 Client Name: Brookhill Town Center LLC Project Name: Polo Grounds Road Phase II Project No.: 71ZO212 Work Order No.: 7122-04422 Proofroll Equipment: Loaded Tandem -Axle Dump Truck Description of Proofroll Evaluation: no pumping or rutting was observed Summary of • fs Pumping/Rutting PumpinglRuttinglUndercut Dimensions': Remediation Location Soft Area Description Area Depth Volume Remediation Method Used: Confirmed By: in yd' ' Dimensions provided are approximate. Form No: 190030 S-Proofroll Report Page 2 of 2 Field Report Cro&Robertson, Inc. �K Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone:434.823.5154 www.FandR.com -Client:— Brookhill Town Center LLC P.O. Box 1467 Charlottesville VA 22902 Project: 71ZO212 Polo Grounds Road Phase II Polo Grounds Road Charlottesville VA 22903 Report #: GFLD:7122-04470-1 Issue #: 1 Work Order #: 7122-04470 Client Report No.: Recipients: The results provided herein relate only to the item inspected al tested. This report shall not be reproduced, except in full, without the prior written approval of F&R. Location: Road expansion area adjacent to Polo Grounds Location Details: Rd STA44+00 through STA425+50 Activity Date: 06/14/2022 Activity Type: Observation Frequency: Continuous Category: O -other Reviewed By: Simmons Clyde A Review Date: 06/2212022 Personnel: Butler Jason E Title: Senior Technician Weather: Light Rain Wind Speed: mph Air Temp New Discrepancies Recorded? Yes, see "Discrepancies Noted" No Coverage: underdrain installation i 85°F Field Notes The F&R representative observed the installation of the underdrain in the expansion area adjacent to the existing westbound lane of Polo Grounds Rd from STA44+00 through STA45+00. The underdrain installation observed by F&R at the aforementioned location was found satisfactory on this date. Form No:190005 G-Field Report Page 1 of 2 M Field Report Activity Date: 06/14/2022 Report No.: GFLD:7122-04470.1 Froehling & Robertson, Inc. Client Name: Brookhill Town Center LLC Crozet Office Project Name: Polo Grounds Road Phase II 6185 Rockfish Gap Turnpike Crozet, VA 22932 Project No.: 71Z0212 Phone: 434.823 5154 www.FandR.com Work Order No.: 7122-04470 Fiew &eport Field Notes, continued Diagrams & Images Form No 190005 G-Field Report Page 2 of 2 Field Report CroO&Robertson, Inc. �K Crozetzet Office Report #: GFLD:7122-04497-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7122-04497 Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client Report No.: Client: Recipients: The results provided herein relate only to the Items inspected anotor tested, Brookhill Town Center LLC This report shall not be reproduced, except in full, without the prior written approval of FBR. P.O. Box 1467 l - Charlottesville VA 22902 Project: 71Z0212 Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville VA 22903 Review Date: 06/22/2022 Location: Road expansion area adjacent to existing Location Details: westbound lane of Polo Grounds Rd STA36+50through STA43+60 Activity Date: 06/15/2022 Activity Type: Observation Frequency: Continuous Category: G - General Personnel: Butler Jason E Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp New Discrepancies Recorded? Yes, see "Discrepancies Noted" No Coverage: underdrain installation 9l Field Notes The F&R representative observed the installation of the underdrain in the expansion area adjacent to the existing westbound lane of Polo Grounds Rd from STA36+50 through STA43+60. The underdrain installation observed by F&R at the aforementioned location was found satisfactory on this date. Form No: 190005 G-Field Report Page 1 of 2 M Field Report Activity Date: 06111512022 Report No.: GFLD:7122-04497•1 Froehling & Robertson, Inc. Client Name: Brookhill Town Center LLC Crozet Office Project Name: Palo Grounds Road Phase II 6185 Rockfish Gap Turnpike Crozet, VA 22932 Project No.: 71ZO212 Phone: 434.823 5154 www.l-andR.com Work Order No.: 7122-04497 ReportField Field Notes, continued Diagrams & Images Form No: 190005 G-Field Report Page 2 of 2 Proofroll Report FroO 8 Robertson, Inc. r-K CrozetzetOffice Report #: SPRF:7122-04546-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7122-04546 „ Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client Report No.: Client: Recipients: I The results provided herein relateonlyto the items inspected andlorlested. Brookhill Town Center LLC This report shall not be reproduced, except in full, without the prior written approval of F&R I P.O. Box 1467 Charlottesville VA 22902 Project: 71Z0212 Polo Grounds Road Phase II Reviewed By: Simmons Clyde A Polo Grounds Road Charlottesville VA 22903 Review Date: 06/22/2022 Location: Site -Walkway Paved Walkway on the northern side of Location Details: polo Grounds Rd STA24+50 through STA36+50 Activity Date: 06/16/2022 Activity Type: Observation Frequency: Continuous Personnel: Butler Jason E Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp: New Discrepancies Recorded? Yes, see "Discrepancies Noted" V/ No Field Notes The F&R representative observed the proofrolling of the soil subgrade for the paved walking trail on the north side of Polo Grounds Rd STA24+50 through STA36+50. The subgrade consisted of Reddish Brown Silty SAND (SM) with gravels and trace Mica. Utilizing a fully loaded tandem-axel dump truck the aforementioned location was proofrolled and no pumping or rutting was observed. 95'F Form No: 190030 S-Proofroll Report Page 1 of 2 Proofroll Report Fro8. Robertson, Inc. IF Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823,5154 www.FandR.com Elevation: planned soil subgrade Subgrade Material Type(s): Reddish Brown Silty SAND (SM) with gravels and trace Mica Proofroll Area Characterization: Correction Not Required Description of Soft Area(s): Client Name: Brookhill Town Center LLC Project Name: Polo Grounds Road Phase II Project No.: 71Z0212 Work Order No.: 7122-04546 TProofroll Equipment: Loaded Tandem -Axle t Description of Proofroll Evaluation: no pumping or rutting was observed Activity Date: 06116/2022 Report No.: SPRF:7122-04546-1 Pumping/Rutting Pumping/RuttinglUndercut Dimensions': Remediation Location Soft Area Description Area Depth Volume Remediation Method Used: Confirmed By: ft2 in yd' Remediation Comments: ft= inl yd' Remediation Comments: ft' in yd.i Remedlation Comments: Forth No: 190030 ' Dimensions provided are approximate. S-Proofroll Report Page 2 of 2 Proofroll Report Freehling & Robertson, Inc. Crozet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Client: Brookhill Town Center LLC P.O. Box 1467 Charlottesville VA 22902 Project: Polo Grounds Road Phase II Polo Grounds Road Charlottesville VA 22903 Recipients: Location: Site - Walkway Walking mail on North side of Polo grounds I Location Details: Rd starting 100' West of DI #31 and continuing to site entrance Activity Date: 07/07/2022 Activity Type: Observation Frequency: Periodic Report #: SPRF:7122-05179-1 Issue #: 1 Work Order #: 7122-05179 Client Report No.: The results provided herein relate only to the items inspected arl tested, This report shall not be reproduced. except in full, without the prior written approval of F&R. Reviewed By: Simmons Clyde A Review Date: 07/14/2022 Personnel: Butler Aaron S Title: Senior Technician Weather: Partly Cloudy Wind Speed: 2 mph Air Temp: 87'F New Discrepancies Recorded? Field Notes Yes, see "Discrepancies Noted" ,/ No The F&R representative arrived on the job site as requested to do a proofroll on the subgrade for the walking trail- Once proofroll was completed, 21A was placed. F&R representative checked stone depth at several locations throughout placement. Stone depths met project requirements at the locations tested. Form No: 190030 S-Proofroll Report Page 1 of 2 Proofroll Report /�w 1Fro8 Robertson, Inc. �r K Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Elevation: subgrade Subgrade Material Type(s): brown silty sandy soil with some gravel Proofroll Area Characterization: Correction Not Required Description of Soft Area(s): Pumping/Rutting Soft Area Description Location Remediation Comments: Remediation Comments: Remediation Comments: Form No: 190030 Activity Date: 07107/2022 Report No.: SPRF:7122-05179-1 Client Name: Brookhill Town Center LLC Project Name: Polo Grounds Road Phase II Project No.: 71Z0212 Work Order No.: 7122-05179 Proofroll Equipment: Loaded Tandem -Axle Dump Truck Description of Proofroll Evaluation: used a fully loaded tandem axle dump truck to make several passes with no appreciable pumping or rutting. Pumping/Rutting/Undercut Dimensions': Area Depth Volume ein yd' vn.........u pmiwu of u uyp unn mw S-Proofroll Report Remediation Method Used: Remediation Confirmed By: Page 2 of 2 Cro8 Robertson, Inc. Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client: Brookhill Town Center LLC CC: P.O. Box 1467 Charlottesville, VA 22902 No: 2 Proctor Report Project: 71ZO212 co—f-C311�j��1 u Polo Grounds Road Phase II •111" ��+ Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 612312022 Sample ID: 7122-04745-S01 Date Sampled: 6/22/2022 Sampling Method: Source: Road Subgrade Material: Silty SAND (SM) Visual Description: Reddish brown, silty SAND Specification: Full Set of Sieves Location: Station 40+00 Dry Unit Weight - Water Content Relationship 100% Saturation Curve — Compaction Curve -- Corrected Curve 111.0 110.0 109.0 ` r..108.0 a ,1 _r 107.0 �t L rn 106.0 ZD 105.0 it 104.0 10:;.0 102.0 101.0 i 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 Water Content (%) ASTM D698 Std. Maximum Dry Unit Weight (Ibf/f'): 106.3 Std. Optimum Water Content (e/ ): 17.8 Retained on No.4 Sieve (k): 9 Passing No.4 Sieve (%): 91 Method: A Preparation Method: Moisl Rammer Type: Manual Test Portion Specific Gravity: 2.70 Determined By: Assumed Tested By: Khaterzai Ahmad R Date Tested: 612212022 Corrected Maximum Dry Unit Weight (Ibf/ft3): 10 Corrected Optimum Water Content (%): 1 Oversize Specific Gravity: Oversize Particles (%): Liquid Limit: Plastic Limit: Plasticity Index: Tested By: Date Tested: The rewlts provided herein relate only to the Items inspected andlor tested. This report shall not be reproduced, except In full, Wthout the prior vaitten approval of Farm No: 110001, Report No: PTR:7122-0474&S01 ® 2000-2022 QESTLab by SpecilaQESTLom Page 1 of 2 �/� A Crozet O 8 Robertson, Inc. ]vGCK Crozet Office Crozet, Rockfish Gap Turnpike 932 California Bearing Ratio Test Report Crozet, 43 823.5 Phone: 434.823.5154 wvv✓.FandR.com Client: Brookhill Town Center LLC CC: Report No: CBR:7122.04745-S01 P.O. Box 1467 Issue No: 3 TINA report re etas all "NWs lawns of this mood Charlottesville, VA 22902 Project: 71ZO212 Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 6123/2022 Sample ID: 7122-04745-S01 Date Sampled: 6/22/2022 Sampled By: Butler Jason E Sampling Method: Source: Road Subgrade Material: Silty SAND (SM) Specification: Full Set of Sicvcs Location: Station enann Tested By: Date Tested: Stress vs Penetration 400 0 t 3000= .. ..., .. .. .. . .... .... ... rn 9 u 200 0 — � t rn 1 1 1 t 1 1 I 1 1 I 1 I 1 00 .. —. �-f_�--11 00 0.1 02 0.3 04 ne 06 Penetration (in) Test Results ASTM D 1883 CBR At 0.1 in (%): 9.5 CBR At 02in (%): 13.3 Compactive Effort: ASTM D 698 Number of Blows: 56 % of Maximum Dry Density: 103.1 Dry Density Before Soaking (lb/ft'): 109.6 MC Before Compaction (°h): 17.2 MC After Compaction (%): 16.7 Moisture Content of Top tin Average Moisture Content (%): Maximum Dry Density (lb/fl'): 106.3 Optimum Moisture Content (%): 17.8 Sample Condition: Soaked Immersion Period (h): 96 Swell (%): 0.7 Surcharge Mass (lb): Date Tested: The results provided herein relate only to the items mapettea ahomr,sause. l ma report snap no, ..o-..... ... ,..,, ..,e........, Form No: 18906, Report No: CBR 7122-04745-S01 © 20 2022 OESTLab by Sped.QESTtom Page 2 of 2 Fro&Robertson, Inc. K Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.6154 www.FandR.com Client: Brookhill Town Center LLC CC: P.O. Box 1467 Charlottesville, VA 22902 No: 2 Proctor Report Project: 71ZO212 Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 6/2312022 Sample ID: 7122-04745-S02 Date Sampled: Sampling Method: Source: Road Subgrade Material: Silty SAND (SM) Visual Description: Reddish brown, silty SAND with gravel Specification: Full Set of Sieves Location: Station 45+00 Dry Unit Weight - Water Content Relationship 100% Saturation Curve — Compaction Curve - — Corrected Curve 116.0 114.0 1120 110.0 x •� 1080 L rn j 104.0 z 1020 1000 980 96.0 80 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24-0 2G.0 28.0 Water Content (%) ASTM D698 Std. Maximum Dry Unit Weight (Ibflft3): 105.5 Std. Optimum Water Content 17.1 Retained on No.4 Sieve (%): 15 Passing No.4 Sieve (%): 85 Method: A Preparation Method: Moist Rammer Type: Manual Test Portion Specific Gravity: 2.70 Determined By: Assumed Tested By: Khaterzai Ahmed R d Maximum Dry Unit Weight (Ibftft°): 111.4 d Optimum Water Content (%): 14.7 Specific Gravity: 2.65 Liquid Limit: 35 Plastic Limit: 27 Plasticity Index: 8 Tested By: Date Tested: The results provided herein relate only to the items inspected and/or tested. This report shall not be reproduced, except in full, withoutthe priorwritten approval of Form No. 11oo31, Report No: PTR:7122-04745-502 02000-20220ESTLab by SperlmQESTcom Pagel oft Cro8 Robertson, Inc. vxaK Crozet zel Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 California Bearing Ratio Test Report Croz Phone: 434.823.5154 w ,FandR.com Client: Brookhill Town Center LLC CC: Report No: CBR:7122-04745-S02 P.O. Box 1467 Issue No: 2 This report nucleus all arevous; Issues or this report Charlottesville, VA 22902 Project: 71ZO212 Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 6/23/2022 Sample ID: 7122-04745-S02 Sampled By: Butler Jason E Sampling Method: Source: Road Subgrade Specification: Full Get of Sieves Tested By: ,S VS 500 0 f 400 0 _ 300 h a t m 200 ion 00 01 02 0.3 0.4 Penetration (in) Date Sampled: Material: Silty SAND ISM) Location: Station 45+00 Date Tested: �i 0.5 06 ASTM D 1883 CUR At 0.1In (%): 14.5 CBR At 0.2in (%): 16.5 Compactive Effort: ASTM D 698 Number of Blows: 56 % of Maximum Dry Density: 98.9 Dry Density Before Soaking (lb/ft ): 110.2 MC Before Compaction (%): 15.2 MC After Compaction (%): 15.4 Moisture Content of Top 1 in (%): Average Moisture Content (%): Maximum Dry Density (lb/ft'): 111.4 Optimum Moisture Content 14.7 Sample Condition: Soaked Immersion Period (h): 96 Swell (%): 0.9 Surcharge Mass (Ib): Date Tested: The results provided herein relate only to the Items Inspected ampler tested. This repo t small net ae repreoucea, except in tun, wmncut me pnorvmnen approval m Farm No: 1MR6. Report NoCBR7122-04745-S02 02000-20220ESTLabby SpeclraOESTcom Page 2 of Stone and Asphalt Reports Proofroll Report FrozetO &Robertson, Inc. 1F K Crozet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone:434,823,5154 www.FandR.com Client: Brookhill Town Center LLC P.O. Box 1467 Charlottesville VA 22902 Project: 71Z0212 Polo Grounds Road Phase II Palo Grounds Road Charlottesville VA 22903 t Recipients: Location: Site paved walking trail on -the north side of Location Details: Polo Grounds Rd STA24+50 through STA36+50 Activity Date: 06/21/2022 Activity Type: Observation Frequency: Continuous ReportM SPRF:7122-04678-1 Issue 1 Work Order M 7122-04678 Client Report No.: The results provided herein relate only to the items inspeded andlor tested. This report shall not be reproduced, except in full, without the prior written approval of F8 R_ Reviewed By: Simmons Clyde A Review Date: 06/28/2022 Personnel: Butler Jason E Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp New Discrepancies Recorded? Yes, see "Discrepancies Noted" ✓ No 85°F Field Notes The F&R representative observed the proofrolling of the stone sub -base for the paved walking trail on the north side of Polo Grounds Rd STA24+50 through STA36+50. The sub -base consisted of VDOT Grade 21-A stones. Utilizing a fully loaded tandem-axel dump truck the aforementioned location was proofrolled and no pumping or rutting was observed. The F&R representative also performed stone thickness tests at random locations and found the stone thickness did meet the project requirements of 4 inches. Form No: 190030 S-Proofroll Report Page 1 of 2 W a N N N N o n N LL N O: o Vl G1 � C ❑ Z > O - a Q U ° � J J � L �a c a v 0 U ° c � 00- m N 0:� O O N 2-6 N N SEz°z° Z Z U 0 c v.0 a v v ° O `° a` Q IL a v 3 N 4: Z 0 v U O 6 r 0 a U M 0 N y O g Q c 0 o- a U) > a` o T N O fL O g m N N a � O O1 E � a s o U m c m f C O q a E K T " T T E m > o E na c c c 0a 5 v v U m < W a c m y a 0 o 0 c m a _ c y ;r x ° y QI C A a c U E m E ¢ o a. C O a .c u 0 r N O O 0 % u E d E E E E E E C f0J K 01 0 00 c � C K O O rn m g na J rn E Asphalt Placement Report ��A K FroO &Robertson, Inc. CrozetzetOffice Report #: ADEN 7122-04720-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7122-04720 Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client Report No.: Client: Raclpleni The results provided herein relate only to the items inspected and/or tested. Brookhlll Town Center LLC This report shall not be reproduced, except in full, without the prior written approval of FBR. P.O. Box 1467 Charlottesville VA 22902 Project: 71Z0272 Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville VA 22903 Review Date: 06/28/2022 General Information Location: Site - Recreational Area Personnel: Butler Jason E W-alkiffig onthe northside of Polo Location Details: Grounds Rd STA24+50 through STA36+50 Title: Senior Technician Weather: Sunny Activity Date: 06/22/2022 Wind Speed: mph Air Temp: 90"F Activity Type: Observation New Discrepancies Recorded? Frequency: Continuous Yes, see "Discrepancies Noted" �/ No Field Notes The F&R representative observed the placement of 2 inches of SM9.5 asphalt for the paved walking trail on the north side of Polo Grounds Rd STA24+50 through STA36+50. Density test results (attached) met project requirements. Form No: 190032 A -Asphalt Placement Report Page 1 of 5 Asphalt Placement Report Activity 06122/2022 Report No.: ADEN:7122.04720-1 ^ Froehling & Robertson, Inc. Client Name: Brookhill Town Center LLC �A Vt- Crozet Office Project Name: Polo Grounds Road Phase II 6185 Rockfish Gap Turnpike Crozet, VA 22932 Project No.: 71Z0212 Phone: 434 823 5154 www.FandR.com Work Order No.: 7122-04720 1 Field Information 1.1 Asphalt Contractor: S L Williamson 1.3 Paving Start Time: 2 Equipment Type & Quantity: 3 Labor Type & Quantity: 4 Course Summary 4.1 Mix ID: SM9.5 4.3 Required Thickness: 2.00 4.5 Required Compaction: 92.0 5 Pre -Placement Location Condition: clear of debris and standing water 6 Test Method: 6.1 Value: 7 Samples 7.1 Quantity Taken: Location STA36+00 STA27+00 Rice 2.521 1.2 Asphalt Supplier: St -Williamson — 1.4 Paving Finish Time: J 71 4.2 Quantity Placed: tons in 4.4 Tack Coat Applied? No % 4.6 Roller Pattern: 3(v) 2(s) 6.2 Provided By: Supplier 7.2 Performed By: Time Base Temp. 11:OOam 87.0 °F 1:15pm 92.0 °F •F "F °r °F °F ,F Laydown Temp. 293.0 °F 298.0 °F ,F T T T >F 'F Form No. Page 2 of 5 Freehling & 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: Brook -ill Town Center LLC CC: Report No: AND:7122-04720 P.O. Box 1467 Issue No: 1 Chad0fte5ville, VA 22902 Project: 71ZO212 Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 6128/2022 Testing Details Tested By: Butler Jason E Date Tested: 6/24/2022 Supplier: S.L. Williamson Plant: Gauge Make/Model: Nuclear Density Gauge ITroxler 13440 Method of Measurement: Backscatler Density Standard Count: Gauge Serial: Moisture Standard Count: Calibration Date: Weather: Clear Calibration Source: Test Results ASTM D 2950 Test Location Asphalt Paved Area Mix Layer Count MILD In Situ Comp Limit Results No Course Type Thick. (in.) Rate (lb/tP) Density (%) (%) (lb/R') General Location: Walking trail on the north side of Polo Grounds Rd STA24+50 through STA36+50 Asphalt Site - P t STA36+00 Surface Walkway SM-9.5A 2.0 1 min. 157.3 152.3 96.6 9, Course Asphalt 2 STA34+00 Surface Site- 2.0 1 min, 157.3 150.a 95.9 >92 P Walkway Course Asphalt Site- 96.6 P 3 STA32+00 Surface Course Walkway 2.0 1 min. 157.3 152.2 >92 4 STA30+00 Asphalt Surface Site- SM-9.5A 2.0 1 min. 157.3 153.5 97.6 >91 P Course Walkway Asphalt Site- 6 STA28+00 Surface SM-9.5A 2A 1 min. 157.3 150.8 95.9 >92 P Course Walkway 6 STA26+00 Asphalt Surface Site - SM-9.5A 2.0 1 min. 157.3 151.4 962 >92 P Course Walkway 7 STA25+00 Asphalt Surface Site - SM-9.5A 2.0 1 min. 157.3 151.1 96.1 >92 P Course Walkway Comments Legend P=Air results meet specification The results provided Wain relate only tot the items inspected an or tested This report shall not be reproduced. except In Nil, Wthoul the prior wneen approve o . Form No. 117025. Repon No. AND.7122-04720 ( 2000-2022 QESTLab by SpectraQEST com Page 3 of 5 9 Concrete Placement Report Freehling & Robertson, Inc. Crozet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Client: Brookhill Town Center LLC P.O. Box 1467 Charlottesville VA 22902 Project: Polo Grounds Road Phase II Polo Grounds Road Charlottesville VA 22903 Location: Site - Curb & Gutter western lane of Polo Grounds Rd Location Details: STA36+50 through STA43+50 Activity Date: 06/2212022 Activity Type: Observation Frequency: Continuous slump, air, temperature Report #: CCPL:7122-04720-1 Issue #: 1 Work Order #: 7122-04720 Client Report No.: 1plents: The results provided herein relate only to the items inspected andfor tested. This report shall not be reproduced, except in full, without the prior written approval of F&R. Reviewed By: Simmons Clyde A Review Date: 06/28/2022 Personnel: Butler Jason E Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp: 90"F New Discrepancies Recorded? I Yes, see "Discrepancies Noted" Concrete Volume Placed: Tests Performed: [,/i No 32.00 yda Field Notes: The F&R representative observed the placement of 32 cubic yards of 3000psi concrete for curb and gutter on the western side of Polo Grounds Rd from STA36+50 through STA43+50. A sample of concrete was obtained, tested and one set of 5 cylinders were cast for compressive strength testing in our laboratory. F&R's test results met project requirements. Form No: 190028 C-Concrete Placement Report Page 4 of 6 ��A Fro8 Robertson, Inc. K Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434,823.5154 www.FandR.com Concrete/Masonry Field Report Client: Brookhill Town Center LLC CC: Report No: FC:7122.04720 P.O. Box 1467 Issue No: 1 Charlottesville, VA 22902 Project: Polo Grounds Road Phase II Polo Grounds Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 6/28/2022 General Field Data Technician: Butler Jason E Test Date: 6/22/2022 Weather: Clear Test Results Sample/Set No. No. of Sample Type Ticket Time Batch to Cum. yd3 Slump (in) Air Alr Temp. Material Spec. Batched) Unload Placed Content (°F) Temp. ('F) Unloaded min (% ) 7122-04720-001 5 CONCRETE4- 73979 11:03112:15 72 3.00 4.6 85 88 7122-04720-CO2 0 73983 12:56\14:10 74 7122-04720-CO3 0 73985 13:44\14:55 71 7122-04720-CO4 0 73987 14:16\15:45 89 Location & Remarks General Location: Western lane of Polo Grounds Rd STA36+50 through STA43+50 SamplelSet No. Element Types) Location Remarks 7122-04720-001 Site - Curb & Gutter STA37+00 7122-04720-CO2 Site - Curb & Gutter 7122-04720-CO3 Site - Curb & Gutter 7122-04720-CO4 Site - Curb & Gutter Mix Data Sample/Set No. Supplier Mix Design Required Strength (psi) Strength (psi) 7122-04720-001 Wilson Ready Mix, LLC 3D046C 3000 3000 7122-04720-0O2 Wilson Ready Mix, LLC 30046C 7122-04720-0O3 Wlson Ready Mix, LLC 30046C 7122-04720-004 Wilson Ready Mix, LLC 30046C Notes Remarks 1- Applicable ASTM standards unless othemise indicated: Slump: C143: Air Content: C231, Temperature: C1054', Sampling: C172, Unit Weight: C138; 2. Slammen(s) prepared to ASTM C 31 e: Concrete tested in general accordance with ASTM C31 The results provided herein relate only to the items Inspected andlor tested. This report shall not be reproduced, except in full, without the prior small approval of i Form No: 18971. Report No. FC:7122-04720 02000-2022 QESTLab by Specld QEST.rom Page 5 of 5 Proofroll Report �w A VXCro8 Robertson, Inc. �K Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Client: Brookhill Town Center LLC P.O. Box 1467 Charlottesville VA 22902 Project: 71ZO212 Polo Grounds Road Phase II Polo Grounds Road Charlottesville VA 22903 Report #: SPRF:7122-04904-1 Issue #: 1 Work Order #: 7122-04904 Client Report No.: Recipients: The results provided herein relate only to the items inspected andlor tested. This report shall not be reproduced, except in full, without the prior written approval of FBR. Reviewed By: Simmons Clyde A Review Date: 07/01/2022 Location: Road Personnel: Butler Jason E Expansion adjacent to Polo Grounds Rd Location Details: western lane from STA37+50 through Title: Senior Technician STA48+75 Weather: Sunny Activity Date: 06/28/2022 Wind Speed: mph Air Temp: 80°F Activity Type: Observation New Discrepancies Recorded? Frequency: Continuous Yes, see "Discrepancies Noted" No Field Notes The F&R representative observed the proofrolling of the stone sub -base for the expansion of Polo Grounds Rd western lane from STA37+50 through STA48+75. The sub -base consisted of VDOT Grade 21-A stones. Utilizing a fully loaded tandem-axel dump truck the aforementioned location was proofrolled and no pumping or rutting was observed. The F&R representative also performed stone thickness tests at random locations and found the stone thickness did meet the project requirements of 12 inches. Form No: 190030 S-Proofroll Report Page 1 of 5 C IL E 0 U K a m LL t u N c n p c c a mMin O C� Q7 M W O C Q O 0 � 0 Nm u an d � c o o - 0 0 c 0 a � li UfDU d c o a y IC N Q b m IE N Oo La rn m > W N > m a T c yO N C. E E K U 0 v T T c c 0 E E 6 U 1� m N Fill Placement Report �^ ^ Crozet O 8 Robertson, Inc. VX�-K Crozet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone, 434.823.5154 www.FandR.com client: Brookhill Town Center LLC P.O. Box 1467 Charlottesville VA 22902 Project: 71ZO212 Polo Grounds Road Phase II Lpo loGrounds Road arlottesville VA 22903 Recipients: Location: Road Expansion adjacent to Polo Grounds Rd Location Details: western lane from STA37+50 through STA48+75 Activity Date: 06/28/2022 Activity Type: Observation Frequency: Continuous Report #: SFLP:7122-04904-1 Issue #: 1 Work Order #: 7122-04904 Client Report No.: The results provided 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 FBR. Reviewed By: Simmons Clyde A Review Date: 07/01 /2022 Personnel: Butler Jason E Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp: New Discrepancies Recorded? Yes, see "Discrepancies Noted" �/ No 80 F Field Notes The F&R representative performed density testing on the stone sub -base for the lane expansion adjacent to Polo Grounds Rd western lane from STA37+50 through STA48+75. Visual and manual methods were utilized throughout testing. Test results did meet the project requirements. (please see attached density testing results) Form No: 190007 S-Fill Placement Report Page 3 of 5 Fill Placement Report Activity Date: 06/26/2022 p Report No.: SFLP:7122-04604-1 Froehling & Robertson, Inc. Client Name: Brookhill Town Center LLC K Crozet Office Project Name: Polo Grounds Road Phase II 6185 Rockfish Gap Turnpike Crozet, VA 22932 Project No.: 71ZO212 Phone: 434.823 5154 www FandR. com Work Order No.: 7122-04904 General Contractor: Subcontractor: Contour Construction Fill Monitoring Summary Time Frame of Evaluation: Full Time i PartTime Spot Check Please Note: Full -lime evaluation or matenals placed or or placement methods should be inferredonly,f,ndicaled above Otherwise, the tests and/orevalualions below and ?hose recorded at this project site on this date in other FBR reports represent spot checks or pad -lime observations at the locations noted 1 Placement Location: Expansion adjacent to Palo Grounds Rd western lane from STA37+50 through STA48+, 1.1 Start Elev: 0.00 ft. End Elev: 0.00 ft. Elev. Reference: planned stone sub-hase 12 Compaction Equipment Used: Tire Roller Plate Compactor Other (Describe): 1.3 Lift Thickness: 1.4 Comments: 2 Placement Location: 2.1 Start Elev: 2.2 Compaction Equipment Used: Tire Roller Plate Compactor Other (Describe): 2.3 Lift Thickness: 2.4 Comments: Smooth Drum Roller Trench Compactor Jumping Jack in. Vibration Used? Yes ft. End Elev: ft. Smooth Drum Roller Trench Compactor Jumping Jack in. Vibration Used? Sheepsfoot Roller Rammax Handheld Compactor Density Tests Taken? Yes Elev. Reference: Sheepsfoot Roller Handheld Compactor Density Tests Taken? Form No: 190007 S-Fill Placement Report Page 4 of 5 ro8 Robertson, Inc. Crozet K Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Field Density Test Report Client: Brookhill Town Center LLC CC: Report No: ND:7122-04904 P.O. Box 1467 Issue No: 1 Charlottesville, VA 22902 Project: Polo Grounds Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 711/2022 Testing Details Tested By: Butler Jason E Date Tested: 6/28/2022 Field Methods: ASTM D 6938 Gauge Make/Model: Nuclear Density Gauge / Troxler / Test Mode: Backscatter 3440 Standard Count: Density: Serial Number: Standard Count: Moisture: Weather: Clear Proctor Information Sample ID Material Description Method MOD OWC I ) (Ibw) 7121-09132-S01 21A ASTM D698 149.8 5,0 Test Results Test Method Proctor Sample ID Probe Wet Water OWC OWC Var Dry Comp Comp Results No. Depth Density Content Var (%) Spec (%) Density (%) Spec (%) (in.) (lb/fife) N (IblfV) 1 D 6938 7121-09132-S01 BS 157.2 5.6 0.6 -3 To 3 148.9 99.4 >>>98 P 2 D 6938 7121-09132-S01 BS 156.8 5.3 0.3 -3 To 3 148.9 99.4 >98 P 3 D 6938 7121-09132-S01 BS 154.7 4.4 -0.6 -3 To 3 148.2 98.9 2:48 P 4 D 6938 7121-09132-S01 BS 155.3 5.1 0.1 -3 To 3 147.8 98.6 >_98 P 5 D 6938 7121-09132-S01 BS 156.1 6.7 0.7 -3 To 3 147.7 98.6 =98 P 6 D 6938 7121-09132-S01 BS 155.9 5.3 0.3 -3 To 3 148.1 98.8 AS P Location General Location: Expansion adjacent to Polo Grounds Rd western lane from STA37+50 through STA48+75 Test Site Component Location Test Elev/Depth Elevation Reference No. 1 Road STA38+00 0 Stone/Select Marl Base Course 2 Road STA40+00 0 Stone/Select Marl Base Course 3 Road STA42+00 0 Stone/Select Marl Base Course 4 Road STA44+00 D Stone/Select Marl Base Course 5 Road STA46+00 0 Stone/Select Marl Base Course 6 Road STA48+00 0 Stone/Select Marl Base Course Comments Legend OwC = DPtlmvn Wal x-conlenl MOD = Maximum Dry Density P = All results meet specification The results p,.xidad hinvirt relate on y to the Items nspected an or tested. TNs report fit not be reproduced, except in full. vithout the pro, written approvol or FBR. Forrn No: 1 iW44, Report No: 140:7122-04904 02000.2022 QESTLab by SpectraOEST.com Page 5 of 5 Asphalt Placement Report ��^ K FroO &Robertson, Inc. CrozetzetOffice Report #: ADEN 7122-05002-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7122-05002 Crozet, VA 22932 Phone: 434.823,5154 www.FandR.com Client Report No.: Client: Recipients: ( The results provided herein relate only to the items inspected andlor tested. BrookhillTownCenterLLC I This report shall not be reproduced, except in full, without the prior written approval of FBR. P.O. Box 1467 Charlottesville VA 22902 Project: 71Z0212 Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville VA 22903 Review Date: 07/06/2022 General Information Location: Road Personnel: Butler Jason E Polo Grounds Rd Expansion STA44+50 Location Details: through STA48+75 Title: Senior Technician Weather: Sunny Activity Date: 06/30/2022 Wind Speed: mph Air Temp: 90`F Activity Type: Observation New Discrepancies Recorded? Frequency: Continuous Yes, see "Discrepancies Noted" �/ No Field Notes The F&R representative observed the placement of 4 inches of BM25.0 asphalt for base for the Polo Grounds Rd Expansion STA44+50 through STA48+75. Asphalt placement observed by F&R at the aforementioned location was found satisfactory on this date. Form No: 190032 A -Asphalt Placement Report Page 1 of 4 Asphalt Placement Report Activity Date: 0613012022 ReportNo.: ADEN:71 2-06002-1 Froehling & Robertson, Inc. Client Name: Brookhill Town Center LLC �w VYt Crozet Offoe Project Name: Polo Grounds Road Phase II 6185 Rockfish Gap Turnpike Crozet, VA 22932 Project No.: 71Z0212 Phone. 434 823 5154 www.FandR.com Work Order No.: 7122-05002 1 Field Information 1.1 Asphalt Contractor: S L Williamson 1.3 Paving Start Time: 2 Equipment Type & Quantity: 3 Labor Type & Quantity: 4 Course Summary 4.1 Mix ID: BM25.0 4.3 Required Thickness: 4.00 4.5 Required Compaction: 92.0 5 Pre -Placement Location Condition: 6 Test Method: Rice 6.1 Value: 2.612 7 Samples 7.1 Quantity Taken: Location STA48+50 STA45+00 1.2 Asphalt Supplier: S L Williamson 1.4 Paving Finish Time: 4.2 Quantity Placed: in 4.4 Tack Coat Applied? Yes % 4.6 Roller Pattern: 5(v) 3(s) 6.2 Provided By: Time 3:50pm 4:20pm 7.2 Performed By: Base Temp. 88.0 "F 86.0 'F 7 ,F ,F "F "F 'F tons Laydown Temp. 294.0 `F 291.0 °F ,F °F °F 'F ,F ,F Form No: Page 2 of 4 Asphalt Placement Report /�A 1FroO&Robertson, Inc. r K CrozetzetOffice 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Activity Date: 06/30/2022 Report No.: ADEN:7122.05002-1 Client Name: Brookhill Town Center LLC Project Name: Polo Grounds Road Phase II Project No.: 71Z0212 Work Order No.: 7122-05002 Description: Date Taken: Taken By: Description: Date Taken: Taken By: Image Details Notes: Image Details Notes: Form No: Page 3 of 4 9 rol ff8Robertson, Inc. Crozet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.FandR.mm Asphalt Nuclear Density Report Client: Brookhill Town Center LLC CC: Report No: AND:7122-05002 P.O. Box 1467 Issue No: 1 Charlottesville, VA 22902 Project: 71ZO212 Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 7/6/2022 Testing Details Tested By: Butler Jason E Date Tested: 715/2022 Supplier: S.L. Williamson Plant: Gauge Make/Model: Nuclear Density Gauge lTroxlerl3440 Method of Measurement: Backscatter Density Standard Count: Gauge Serial: Moisture Standard Count: Calihration Date: Weather: Clear Calibration Source: Test Results ASTM D 2950 Test Location Asphalt Paved Area Mix Layer Count MLD In Situ Comp Limit Results No Course Type Thick. (in.) Rate (Ib/tt-) Density (IbaY) General Location: Polo Grounds Rd Expansion STA44+50 through STA48+75 1 STA48+50 Asphalt Base Road BM-25.OA 4.0 1 min. 163A 156.8 96.2 Z9= P Course 2 STA47+50 Asphalt Base Road BM-25oA 4.0 1 min. 163.0 157.6 96.7 292 P Course 3 STA46+50 Asphaltase Road BM-25.OA 4.0 1 min. 163.0 158.0 96A >92 P CourBe 4 STA45+50 Asphalt Base Road BM-25.OA 4.0 1 min. 163.0 158.4 97.2 29' P Course 5 STA44+75 Asphalt Base Road BM-25.OA 4.0 1min. 163.0 159.2 97.7 >9� P Course 'omments Legend P - A results meet specification The results provided heimp relate only to the Items Inspected an or tested This Mood a all not be reproduced. cxcept in full, w out the p or vninen approval of F&R. Form No: 117025, Report No AND:7122-05002 P 2000-2022 OESTLab by SpedraOFSTcnm Page 4 of 4 Asphalt Placement Report ��^ K FroO &Robertson, Inc. CrozetzetOffice 6185 Rockfish Gap Turnpike w Crozet, VA 22932 Phone:434.823,5154 www.FandR.com Client: Brookhill Town Center LLC P.O. Box 1467 Charlottesville VA 22902 Project: Polo Grounds Road Phase II Polo Grounds Road Charlottesville VA 22903 71ZO212 Location: Road Location Details: Polo Grounds Road Ste 37+50+44+50 (BM25.0) Sta 37+50-48+75 (IM19) Activity Date: 07/05/2022 Activity Type: Observation Frequency: Continuous Report #: APLA:7122-05078-1 Issue #: 1 Work Order #: 7122-05078 Client Report No.: Recipients: The results provided 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 Reviewed By: Simmons Clyde A Review Date: 07/06/2022 Personnel: Butler Jason E Title: Senior Technician Weather: Cloudy Wind Speed: mph Air Temp New Discrepancies Recorded? Field Notes Yes, see "Discrepancies Noted" �/ No F&R observed the placement of 4 inches of BM25.0 for the base from Sta 37+50 to 44+50, and 2 inches of IM19 for Sta 37+50 to 48+75. F&R's test results met project requirements. 'F Form No 19Do45 A -Asphalt Placement - Multi -Course Page 1 of 2 pp Froehling & Robertson, Inc. aR Crozet Office Rock 6185 Rockfish Gap Turnpike Asphalt Nuclear Density Report Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client: m Brookhill Town Center LLC CC: Report No: AND:7122-05078 P.O. Box 1467 Issue No: t Charlottesville, VA 22902 Project: Polo Grounds g yeti u Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Dale: 716/2022 Testing Details Tested By: Butler Jason E Date Tested: 7/5/2022 Supplier: S.L. Williamson Plant: Gauge Make/Model: Nuclear Density Gauge/Troxler/3440 Method of Measurement: Backscatter Density Standard Count: Gauge Serial: Moisture Standard Count: Calibration Date: Weather: Overcast Calibration Source: Test Results ASTM D 2950 Tost I-nnatinn Asphalt Paved Area Mix Layer Count MILD In Situ Comp Limit Results No Course Type Thick. (in.) Rate (IbtW) Density General Location: Palo Grounds Rd Expansion STA37+50 through STA44+50 1 STA38+00 Asphalt Base Road BM-25.OA 4.0 1 min. 163.0 158.8 97.4 >92 P Course 2 STA40+00 Asphalt Base Road BM-25.OA 4.0 1 min. 163.0 157.6 96.7 292 P Course 3 STA42+00 Asphalt Base Road SM-25.0A 4.0 1 min. 163.0 158.1 97.0 >92 P Course 4 STA44+00 Asphalt Base Road BM-25.OA 4.0 1 min. lac 156.6 96.1 >92 P Course General Location: Polo Grounds Rd Expansion STA37+50 through STA48+75 Asphalt 5 STA38+00 Intermediate Road IM-19 2.0 1 min. 163A 159.7 97.7 >92 P Course Asphalt 6 STA40+00 Intermediate Road IM-19 2.0 1 min. 163A 160.4 98.2 =92 P Course Asphalt 7 STA42+00 Intermediate Road IM-19 2.0 1 min. 163A 153.8 97.2 >92 P Course Asphalt a STA44+00 Intermediate Road IM-19 2.0 1 min. 163.4 157.7 96.5 >92 P Course Asphalt 9 STA46+00 Intermediate Road IM-19 2.0 1min 1634 1594 97.6 >92 P Course Asphalt 10 STA48+00 Intermediate Road IM-19 2.0 1 min. 163.4 158 3 96.9 z92 P Course Comments Legend P=All results meet specification The ItlY s, provided Inmaterelate only to one ltem5 inspected ardor toll! 6MPlnshall not bemora c0 ,except in .Wi out theprior written app-MG- er Fan No: 117025, RWarl No AND 7122-05078 n 200P20220ESTLah by SracrraOESTcom Page 2 of 2 Proofroll Report ��^ K FroO&Robertson, Inc. CrozetzetOffice Report #: SPRF:7122-05179-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7122-05179 Crozet, VA 22932 Phone: 434,823,5154 www.FandR.com Client Report No.: Client: Recipients: The results provided herein relate only to the items inspected andlor tested Brookhill Town Center LLC This report shall not be reproduced, except in full, without the prior written approval of F&R. P.O. Box 1467 Charlottesville VA 22902 Project: 71Z0212 Polo Grounds Road Phase II — Reviewed By: Simmons Clyde A Polo Grounds Road Charlottesville VA 22903 Review Date: 07/14/2022 Location: Site -Walkway Personnel: ButlerAaronS walking trail on North side of Polo grounds Location Details: Rd starting 100' West of DI #31 and Title: Senior Technician continuing to site entrance Weather: Partly Cloudy Activity Date: 07/07/2022 Wind Speed: 2 mph Air Temp: 87"F Activity Type: Observation New Discrepancies Recorded? Frequency: Periodic _ Yes, see "Discrepancies Noted" �/ No Field Notes The F&R representative arrived on the job site as requested to do a proofroll on the subgrade for the walking trail. Once proofroll was completed, 21A was placed. F&R representative checked stone depth at several locations throughout placement. Stone depths met project requirements at the locations tested. Form No: 190030 S-Proofroll Report Page 1 of 2 e c_ E E 0_ m � 6 9 m m m 9 m m E m m o K n V n m 0 c L 3 Y v m m U n � 75 C a m w E J v m v O O m y m _ m m G E y o GI U ry m O .. m n dim my a N �m J W K m _ Pv C O c Q m E a w y m e c E Q C o 2 W O >' c > o a= E `O ua c O 20 H ` j IL of m 0Ir o n c m 7 ❑ rn c a � m d m E¢ a a m C j U O d m O' C O O m m z C O Q1 a U O N W m C rn m N E N y 'o m m t O O m V N c m K Q c O .O- C $ O= o a 0 m n L y J y C o O o U ML a � � T w T T C C C x c � O O y g Em m m m m o rccmi ati @E ¢ V M 0 N Proofroll Report ��n K FroO&Robertson, Inc. Crozetzet Office Report #: SPRF:7122-05180-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7122-05180 Crozet, VA 22932 Phone: 434,823.5154 www.FandR.com Client Report No.: I client: Recipients: The results provided herein relate only to the items Inspected andlor tested BfOOkhlll Town Center IThis report shall not be reproduced, except in full, without the prior written approval of FBR. P.O. Box 1467 Charlottesville VA 22902 i Project: 7720272 , Polo Grounds Road Phase II I Reviewed By: Simmons Clyde A Polo Grounds Road Charlottesville VA 22903 Review Date: 07/14/2022 Location: Site walking trail on North side of Pofo grounds Location Details: Rd (see picture) starting approx. 100' West of DI #31 continuing to Halsey ave. and from Halsey ave. going East for 100' Activity Date: 07/08/2022 Activity Type: Observation Frequency: Periodic Personnel: Butler Aaron S Title: Senior Technician Weather: Partly Cloudy Wind Speed: 1 mph Air Temp: New Discrepancies Recorded? Yes, see "Discrepancies Noted" y/ No I Field Notes The F&R representative arrived on the job site as requested to observe a proofroll prior to asphalt placement. Observed a large smooth drum roller make several passes with no appreciable pumping or rutting Form No 190030 S-Proofroll Report Page 1 of 3 m N — JYi m 6 m m a N N C N C) 0 Y A E N « H D m c O N N W O i W p p p N N w C O O] LL r m O L E1 o Z Z O N T Z Z G m C m W O m m v c u o� m a p o a . m U OIL y O N v a 3 aIQ I vl 0 pt y N YI O T U Q NL o O W c m m m Wi0 n Q C m o A .6 F w w CO) a o O Cl R9 v m E c m O � U 9 M 0 N m rn a N 7 O m O q d E m • T T T m c E m O 0 N O E y > O E n 7 0 c 0 o 2 O A a � m m E u E ¢ o a O c. U C m Q Oe c C N E E E E E E 0 U 0 U K U c � o Jqq 0 M O U O EJ a p LL Proofroll Report Fro&Robertson, Inc. 1r K Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www FandR.com Activity Date: 07108/2022 Report No.: SPRF:7122-05180-1 Client Name: Brookhill Town Center LLC Project Name: Polo Grounds Road Phase II Project No.: 71 Z0212 Work Order No.: 7122-05180 Image Details Description: proofroll Date Taken: 07/08/2022 Taken By: Shane Butler Notes: Area of proofroll on East side of Halsey ave Image Details Description: proofroll Date Taken: 07/08/2022 Taken By: Shane Butler Notes: area of proofroll on West side of Halsey ave Form No: 190030 S-Proofroll Report Page 3 of 3 Field Report ��A K FroO8 Robertson, Inc. Crozetzet Office 6185 Rockfish Gap Turnpike r Crozet, VA 22932 Phone: 434.823.5154 www.FandR corn Report#: GFLD:7122-05220-1 Work Order M 7122-05220 Client Report No.: Issue #: 1 Client: Recipients: The results provided herein relate only to the items inspected and/or tested Brookhill Town Center LLC This report shall not be reproduced, except in full, without the pdor written approval of F&R. P.O. Box 1467 Charlottesville VA 22902 Project: 71Z0212 Polo Grounds Road Phase II j Reviewed By: Simmons Clyde A Polo Grounds Road Charlottesville VA 22903 _ Review Date: 07/14/2022 Location: Site walking trail on the North side of Polo Location Details: grounds Rd Activity Date: 07/09/2022 Activity Type: Observation Frequency: Periodic Category: A -Asphalt Personnel: Butler Aaron S Title: Senior Technician Weather: Overcast Wind Speed: 1 mph Air Temp: New Discrepancies Recorded? Yes, see "Discrepancies Noted" Coverage: IR 70'F Field Notes The F&R representative arrived on the job site as requested to observe the placement of asphalt. Upon arrival there were no workers on site, waited a while and spoke with Contour construction representative and was informed that no asphalt would be placed on this day due to prior days rainfall. Form No:190005 G-Field Report Page 1 of 1 Proofroll Report Freehling & Robertson, Inc. Crozet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Client: — -- - - Brookhill Town Center LLC P,O. Box 1467 Charlottesville VA 22902 Project: Polo Grounds Road Phase II Polo Grounds Road Charlottesville VA 22903 71ZO212 Location: Site Paved walking tail adjacent to the Location Details: westbound lane of Palo Grounds Rd STA36+50through STA485+00 Activity Date: 07/12/2022 Activity Type: Observation Frequency: Continuous Report #: SPRF:7122-05282-1 Issue #: 1 Work Order #: 7122-05282 Client Report No.: Recipients: I The results provided herein relate only to the items inspected aid/or lested. This report shall not be reproduced, except in full, without the prior written approval of FB R. �r Jc�r Reviewed By: Simmons Clyde A Review Date: 07/14/2022 Personnel: Butler Jason E Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp: 90`F New Discrepancies Recorded? Yes, see "Discrepancies Noted" No Field Notes The F&R representative observed the proofrolling of the stone sub -base for the paved walking trail adjacent to Polo Grounds Rd STA436+50 through STA45+00. Utilizing a fully loaded tandem-axel dump truck the aforementioned location was proofrolled and no pumping or rutting was observed. Stone thickness tests were performed at random locations and did meet the project requirements of 2 inches. Form No: 190030 S-Proofroll Report Page 1 of 5 U m J � J t �a C � v m U O c � oar N F � N p p O N O O N N Co a- m m O G mmzz z z u `y d at - 0 u'oo.m a o Iti Q IL 1' W T T T T c c Out' O Em YE K U O C U 0 O O: U ai T O N Asphalt Placement Report ��^ K roO 8 Robertson, Inc. Crozet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Client: I Brookhill Town Center LLC P.O. Box 1467 Charlottesville VA 22902 Project: 71Z0212 i Polo Grounds Road Phase II 1 Polo Grounds Road Charlottesville VA 22903 Location: Site -Walkway Paved walkway trail adjaceht to the Location Details: westbound lane of Polo Grounds Rd STA26+50 through STA45+00 Activity Date: 07/1212022 Activity Type: Observation Frequency: Continuous Report #: ADEN:7122-05282-1 Issue #: 1 Work Order #: 7122-05282 Client Report No.: Recipients: The results provided herein relate only to the items inspeUed and/or tested. This report shall not be reproduced, except in full, without the prior written approval of FBR. 02^$I—r : Reviewed By: Simmons Clyde A Review Date: 07/1412022 Personnel: Butler Jason E I Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp: 90'F New Discrepancies Recorded? Yes, see "Discrepancies Noted" Vill No Field Notes The F&R representative observed the placement of 2 inches of SM9.5 asphalt for the paved walking trail on the north side of Polo Grounds Rd STA36+50 through STA45+00. Density test results (attached) met project requirements. Form No: 190032 A -Asphalt Placement Report Page 3 of 5 Asphalt Placement Report Activity 112/2022 ReportNoate: A N:7 22-06282-1 Froehling & Robertson, Inc. Client Name: Brookhill Town Center LLC K Crozet Office Project Name: Polo Grounds Road Phase II 6185 Rockfish Gap Turnpike Crozet, VA 22932 Project No.: 71ZD212 Phone: 434.823 5154 www. FandR.com Work Order No.: 7122-05282 1 Field Information 1.1 Asphalt Contractor: S L Williamson— 1.2 Asphalt Supplier: S L Williamson 1.3 Paving Start Time: 1.4 Paving Finish Time: J 2 Equipment Type & Quantity: 3 Labor Type & Quantity: 4 Course Summary 4.1 Mix ID: SM9.5 4.2 Quantity Placed: tons I 4.3 Required Thickness: 2.00 in 4.4 Tack Coat Applied? Not Applicable 4.5 Required Compaction: 92.0 % 4.6 Roller Pattern: 3(v) 2(s) 5 Pre -Placement Location Condition: clean 6 Test Method: Rice 6.1 Value: 2.521 6.2 Provided By: Supplier 7 Samples 7.1 Quantity Taken: 7.2 Performed By: Location Time Base Temp. Laydown Temp. STA36+75 12:45pm 86.0 °F 284.0 °F °F °F `F "F "F F T F 'F •F `F "F "F F Form No. Page 4 of 5 �/� ro8. Robertson, Inc. C vY( Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 wwvv.FandR.com Client: Brookhill Town Center LLC CC: P.O. Box 1467 Charlottesville, VA 22902 Asphalt Nuclear Density Report Report N( Issue No: t Project: 71ZO212 Polo Grounds Road Phase It Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 7/14/2022 Details Tested By: Supplier: Gauge Make/Model: Density Standard Count: Moisture Standard Count: Weather: Butler Jason E S.L. Williamson Nuclear Density Gauge / Troxler 13440 Clear Date Tested: 7114/2022 Plant: Method of Measurement: Backscatter Gauge Serial: Calibration Date: Calibration Source: Test Location Asphalt Paved Area Mix Layer Count VALID In Situ No Course Type Thick. (in.) Rate Qhbt') Density Obi ) General Location: Paved walking trail adjacent to the westbound lane of Polo Grounds Rd STA36+50 through STA45+00 Asphalt Site- 1 9TA37+00 Surface SM-9.5A 2.0 1 min. 157.3 147.3 Course Walkway Asphalt Site STA39+00 Surface SM-9.5A 2.0 1 min. 157.3 147.2 rs Coue Walkway Asphalt Site STA41+00 Surface Walkway Si 2.0 1 min. 157.3 145.9 Course Asphalt Site- 4 STA43+00 Surface SM-9.5A 2.0 1 min, 157.3 147.4 Course Walkway Asphalt Site- 5 STA44+75 Surface Walkway SM-9.5A 2.0 1 min. 157.3 146.E Course Comp Limb (0/) M) 93.6 -92 P 93.6 >92 P 92.0 >9� P 93.7 >92 P 93.3 >92 P Comments Legend P = AlFresults meet specification The r.Aded herein relate oniv to the items inspecte andlor tested. This report shall not be repro uce , except in full, without the prior wdnen approval of PLR. Form No:11➢025 Report No: AND7122-05262 ©2000-20224ESTLab by SpecfraOEST.com Page 5 of Field Report �^ 11 Fro&Robertson, Inc. VXt-K Crozetzet Office Report #: GFLD:7122-05482-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7122-05482 Crozet, VA 22932 Phone: 434.823,5154 www.FandR.com Client Report No.: Client: Recipients: The results provided herein relate only to the item inspected al tested. BfOOkhlll Town Center LLC This report shall not be reproduced. except in full, without the prior written approval of F&R. P.O. Box 1467 Charlottesville VA 22902 Project: 71Z0212 Polo Grounds Road Phase 11 Reviewed By: Simmons Clyde A Polo Grounds Road Charlottesville VA 22903 1 Review Date: 08/05/2022 Location: Road - Driving Lane Personnel: Sanders George A Location Details: Polo Grounds Rd. Sta 25+00 to 48+75 Title: Senior Technician Weather: Overcast Activity Date: 07/18/2022 Wind Speed: mph Air Temp: 88OF Activity Type: Observation New Discrepancies Recorded? Frequency: Continuous Yes, see "Discrepancies Noted" ,/ No Category: A - Asphalt Coverage: G- SiteObservation Field Notes F&R representative on site as requested for asphalt scratch/leveling layer placement. Due to thin/varying thickness, density testing was not possible. Visual and manual methods including observation of compaction equipment crossing over the area were used to evaluate asphalt placement. No appreciable pushing, pulling or pumping was observed. Form No: 190005 G-Field Report Page 1 of 1 Asphalt Placement Report roO &Robertson, Inc. Crozet Office Report #: ADEN:7122-05472-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7122-05472 Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Client Report No.: Client Recipients: The results provided herein relate only to the items inspected andlor tested. Brookhill Town Center LLC I This report shall not be reproduced, except in full, wlmout the prior written approval of F&R P.O. Box 1467 Charlottesville VA 22902 Project: 71Z0212 Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville VA 22903 Review Date: 07/21/2022 Location: Road -Polo GFoilnds Rd STA25+00 through Location Details: STA48+75 Activity Date: 07/19/2022 Activity Type: Observation Frequency: Continuous Personnel: Butler Jason E Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp: New Discrepancies Recorded? Yes, see "Discrepancies Noted" No 90°F Field Notes The F&R representative observed the placement of 1.5 inches of SM9,5 asphalt along Polo Grounds Rd STA35+00 through STA48+75. Density test results (attached) met project requirements. Form No: 190032 A -Asphalt Placement Report Page 1 of 4 Asphalt Placement Report ty 07/19/2022 ReporrtNoate: ADEN 7 22-05472-1 Freehling & Robertson, Inc. Client Name: Brookhill Town Center LLC K Crozet Office Project Name: Polo Grounds Road Phase II 6185 Rockfish Gap Turnpike Crozet, VA 22932 Project No.: 71 Z0212 Phone: 434.823 5154 www. Fand R.com Work Order No.: 7122-05472 1 Field Information 1.1 Asphalt Contractor: S L Williamson 1.3 Paving Start Time: 2 Equipment Type & Quantity: 3 Labor Type & Quantity: 4 Course Summary 4.1 Mix ID: SM9.5 4.3 Required Thickness: 1.50 4.5 Required Compaction: 92.0 5 Pre -Placement Location Condition: clean 6 Test Method: Rice 6.1 Value: 2.521 7 Samples 7.1 Quantity Taken: Location westbound lane STA25+50 westbound lane STA46+00 eastbound lane STA45+00 in 1.2 Asphalt Supplier: S L Williamson 1.4 Paving Finish Time: 4.2 Quantity Placed: 4.4 Tack Coat Applied? Yes 4.6 Roller Pattern: 4(v) 2(s) 6.2 Provided By: Supplier 7.2 Performed By: Time Base Temp. 9:30am 81.0 T 10:45am 83.0 °F 12:35pm 86.0 T T -F >F >F `F tons Laydown Temp. 301.0 °F 308.0 °F 298.0 °F -F °F T T T Form No: Page 2 of 4 pp Froehling 8, Robertson, Inc. CroOAR t Office 6185 Rockfs Asphalt Nuclear Density Report 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www,FandR.com Client: a Brookhill Town Center LLC CC: Report No: AND:7122-05472 P.O. Box 1467 Issue No: 1 Charlottesville, VA 22902 Project: 71ZO212 Polo Grounds Polo Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 7/21/2022 Testing Details Tested By: Butler Jason E Date Tested: 7/20/2022 Supplier: S.L. Williamson Plant: Gauge Make/Model: Nuclear Density Gauge /Troxler/3440 Method of Measurement: Backscalter Density Standard Count: Gauge Serial: Moisture Standard Count: Calibration Date: Weather: Clear Calibration Source: Test Results Test Location Asphalt Paved Area Mix No Course Type General Location: Polo Grounds Rd STA25+00 through STA48+75 Asphalt 1 Westbound lane STA25+00 Surface Road SM-9.5A Course Asphalt 2 Westbound In STA28+00 Surface Road Sli Course Asphalt 3 Westbound In STA31+00 Surface Road SM-9.SA Course Asphalt 4 Westbound In STA34+00 Surface Road SM-e5A Course Asphalt 6 Westbound In STA37+00 Surface Road SM-9.5A Course Asphalt 6 Westbound In STA40+00 Surface Road SM-s.SA Course Asphalt 7 Westbound In STA43+00 Surface Road SM-9.5A Course Asphalt 6 Westbound In STA46+00 Surface Road SM-9.5A Course Asphalt 9 Westbound In STA48+00 Surface Road SM-9.5A Course Asphalt 10 Eastbound In STA48+00 Surface Road SM-9.5A Course Asphalt 11 Eastbound In STA45+DO Surface Road SM-9.5A Course Asphalt 12 Eastbound In STA42+00 Surface Road Si Course Asphalt 13 Eastbound In STA39+00 Surface Road Sli Course ASTM D Layer Count MILD In Situ Comp Limit Thick. (in.) Rate (Iba[') Density (Iblfta) 1.5 1 min, 157.3 154.6 98.3 >9' P 1.5 1 min. 157.3 155.2 98.7 2!92 P 1.5 1 min- 157.3 154.8 98.4 >92 P 1.5 1 min. 157-3 153.4 97-5 >92 P 1.5 1 min. 157.3 156.5 98.9 2!92 P 1.5 1 min. 157.3 155A 98.6 >92 P 1.5 1 min, 157.3 154.8 98,4 >92 P 1.5 1 min. 157.3 155.3 98.7 >92 P 1,5 1 min. 157.3 154.7 98.3 >92 P 1.5 1 min. 157.3 153.0 97.8 >92 P 1.5 1 min. 157.3 154.2 98.0 >92 P 1.5 1 min. 157.3 153.6 97.6 >92 P 1.5 1 min. 157.3 154A 98.2 >92 P Comments Legend P = ATFresufts meet specification The results provided herein relate only to the Items Inspected shelter tested, The report shalt not be reproduced, except In full, wmtout the prior written approval or FaR. Farm No: 117025. Report No: AND:7122-05472 @ 2000-20220ESTLab by Spectrii com Page 3 of 4 �/� A Crozet O 8 Robertson, Inc. `] J�GK Crozet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Asphalt Nuclear Density Report Client: Brookhill Town Center LLC CC: Report No: AND:7122-05472 P.O. Box 1467 Issue No: 1 Charlottesville, VA 22902 Project: 71Z021 Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 7/21/2022 Test Results ASTM D 2950 Test Location Asphalt Paved Area Mix Layer Count MILD In Situ Comp Limit Results No Course Type Thick.(in.) Rate (lb/fP) Density M) M) Qblft') General Location: Polo Grounds Rd STA25+00 through STA48+75 Asphalt 14 Eastbound In STA36+00 Surface Road SM-9.5A 1.5 1 min. 157.3 155A 98.6 29'_ P Course Asphalt 15 Eastbound In STA33+00 Surface Road SM-9.5A 1.5 1 min. 157.3 153.5 97.6 >92 P Course Asphalt 16 Eastbound In STA30+00 Surface Road SM-9.5A I'S 1 min. 157.3 154.9 99.5 292 P Course Asphalt 17 Eastbound In STA27+00 Surface Road SM-9.5A 1.5 1 min. 157.3 155.9 98.5 >92 i P Course Asphalt 18 Eastbound In STA25+50 Sudace Road SM-9.5A 1.5 1 min. 157.3 154.7 98.3 >92 P Course Comments Legend The insults Provided heral. refee only to the items inspected an wteate s report shall not bereproduced, except in full. WIhout the pmu7Rben approve at FBR. Form No: 117025, Repotl No AND 7122-05472 C WX-20220ESTLab by SpecbaQESTmm Page 4 of 4 Concrete Reports Asphalt Placement Report �^ VXFro&Robertson, Inc. Crozetzet Office Report #: ADEN:7122-04720-1 Issue #: 1 6185 Rockfish Gap Turnpike Work Order #: 7122-04720 Crozet, VA 22932 Phone: 434,823.5154 www.FandR.com Client Report No.: Client: Recipients: The results provided herein relate only to the items inspected andlor tested Brookhill Town Center LLC This report shall not be reproduced, except in full, wilhout the prior written approval of F&R- P.O. Box 1467 Charlottesville VA 22902 Project: 71Z0212 Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville VA 22903 — Review Date: 06/28/2022 Location: Site - Recreational Area Personnel: Butler Jason E Walking trail on the north side of Polo Location Details: Grounds Rd STA24+50 through STA36+50 Title: Senior Technician Weather: Sunny Activity Date: 06/22/2022 Wind Speed: mph Air Temp: 90'F Activity Type: Observation New Discrepancies Recorded? Frequency: Continuous Yes, see "Discrepancies Noted" No MField Notes The F&R representative observed the placement of 2 inches of SM9.5 asphalt for the paved walking trail on the north side of Polo Grounds Rd STA24+50 through STA36+50. Density test results (attached) met project requirements. Form No: 190032 A -Asphalt Placement Report Page 1 of 5 Asphalt Placement Report Activity Date: 06122/2022 s p p Report No.: ADEN:7122-04720-1 �w A Froehling & Robertson, Inc. Client Name: Brookhill Town Center LLC VYt-K Crozet Office Project Name: Polo Grounds Road Phase II 6185 Rockfish Gap Turnpike Crozet, VA 22932 Project No.: 71Z0212 Phone: 434. 823.5154 www.Fand R. com Work Order No.: 7122-04720 1 Field Information 1.1 Asphalt Contractor: S L Williamson 1.2 Asphalt Supplier: S L Williamson 1.3 Paving Start Time: 1.4 Paving Finish Time: 2 Equipment Type & Quantity: 3 Labor Type & Quantity: 4 Course Summary 4.1 Mix ID: SM9.5 4.2 Quantity Placed: tons 4.3 Required Thickness: 2.00 in 4.4 Tack Coat Applied? No 4.5 Required Compaction: 92.0 % 4.6 Roller Pattern: 3(v) 2(s) 5 Pre -Placement Location Condition: clear of debris and standing water 6 Test Method: Rice 6.1 Value: 2.521 6.2 Provided By: Supplier 7 Samples 7.1 Quantity Taken: 7.2 Performed By: Location Time Base Temp. Laydown Temp. STA36+00 11:00am 87.0 °F 293.0 °F STA27+00 1:15pm 92.0 °F 298.0 °F °F `F 'F °F "F 'F °F F °F °F F °F Form No: Page 2 of 5 Froehling & Robertson, Inc. Crozrr�) 6185 Office Asphalt Nuclear Density Report r Rockfish Gap Turnpike Crozet VA 22932 Phone: 434.823.5154 www.FandR.com Client: a Brookhill Town Center LLC CC: Report No: AND:7122-04720 P.O. Box 1467 Issue No: 1 Charlottesville, VA 22902 Project: Polo Grounds Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 6/28/2022 Testing Details Tested By: Butler Jason E Date Tested: 6/24/2022 Supplier: S.L. Williamson Plant: Gauge MakelModel: Nuclear Density Gauge I Troxler 13440 Method of Measurement: Backscatter Density Standard Count: Gauge Serial: Moisture Standard Count: Calibration Date: Weather: Clear Calibration Source: 6 7 Location Asphalt Paved Area Mix Layer Count Course Type Thick. (in.) Rate d Location: Walking trail on the north side of Polo Grounds Rd STA24+50 through STA36+50 Asphalt Site - STA36+00 Surface Walkway SM-9.SA 2.0 1 min. Course Asphalt Site- STA34+00 Surface Walkway SM-9.5A 2.0 1 min. Course Asphalt Site- STA32+110 Surface Walkway SM-9.5A 2.0 1 min. Course Asphalt Site - STA30+00 Surface Walkway SM-9.5A 2.0 1 min. Course Asphalt sit. - STA28+00 Surface Walkway SM-9.5A 2-0 1 min. Course Asphalt sit. - STA26+00 Surface Walkway SM-9.5A 2.0 1 min. Course Asphalt Site - STA25+00 Surface Walkway SM-9.5A 2.0 1 min. Course ASTM D 2950 MILD In Situ Comp Limit Results (Ii Density (%I (/) (Ib1h°) 157.3 152.3 96.8 P 157.3 150.8 95.9 92 P 157.3 152.2 96.8 292 P 157.3 153.5 97.6 >92 P 157.3 150.8 95.9 >92 P 157.3 151.4 96.2 >92 P 157.3 151.1 96.1 >92 P Comments Legend P=All 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 Fa R. Form No: 117025, Repod No AND:7122-N720 02000-20220ESTLab by SpectraCIEST.com Page 3 of 5 Concrete Placement Report �w A VYFreehling &Robertson, Inc. tK CrozetzetOffice 6185 Rocklish Gap Turnpike Crozet, VA 22932 Phone:434.823.5154 www.FandR.com Client: Brookhill Town Center LLC P.O. Box 1467 Charlottesville VA 22902 Project: 71ZO212 Polo Grounds Road Phase II Polo Grounds Road Charlottesville VA 22903 Report #: CCPL:7122-04720-1 Issue #: 1 Work Order #: 7122-04720 Client Report No.: Recipients: The results provided herein relate only to the items inspected and/or tested. This report shall not be reproducer. except in full, valhout the prior wntlen approval of F&R. Reviewed By: Simmons Clyde A Review Date: 06/28/2022 Location: Site - Curb & Gutter Personnel: Butler Jason E western lane of Polo Grounds Rd Location Details: STA36+50 through STA43+50 Title: Senior Technician Weather: Sunni Wind Speed: mph Air Temp: 90°F Activity Date: 06/22/2022 New Discrepancies Recorded? Activity Type: Observation Yes, see "Discrepancies Noted" ✓', No Frequency: Continuous Concrete Volume Placed: 32.00 yda Tests Performed: slump, air, temperature Field Notes: The F&R representative observed the placement of 32 cubic yards of 3000psi concrete for curb and gutter on the western side of Polo Grounds Rd from STA36+50 through STA43+50. A sample of concrete was obtained, tested and one set of 5 cylinders were cast for compressive strength testing in our laboratory. F&R's test results met project requirements. Form No: 190028 C-Concrete Placement Report Page 4 of 5 Fro&Robertson, Inc. K Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823,5154 www.FandR.com Concrete/Masonry Field Report Client: Brookhill Town Center LLC CC: Report No: FC:7122-04720 P.O. Box 1467 Issue No: 1 Charlottesville, VA 22902 Project: 71Z0212 Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Dale: 6/28/2022 General Field Data Technician: Butler Jason E Test Date: 6/22/2022 Weather: Clear Test Results Sample/Set No. No. of Sample Type Ticket Time Batch to Cum. yd' Slump (in) Air Air Temp. Material Spec. Batchedl Unload Placed Content (°F) Temp. (eF) Unloaded min N 7122-04720-001 5 CONCRETE< 73979 11:03%12:15 72 3.00 4.6 85 88 7122-04720-CO2 0 73983 12:56\14:10 74 7122-04720-0O3 0 73985 13:44114:55 71 7122-04720-004 0 73987 14:161i15:45 89 Location & Remarks General Location: Western lane of Polo Grounds Rd STA36+50 through STA43+50 Sample/Set No. Element Type(s) Location Remarks 7122-04720-COI Site - Curb & Gutter STA37+00 7122-04720-CO2 Site -Curb&Gutter 7122-04720-0O3 Site - Curb & Gutter 7122-04720-004 Site - Curb & Gutter Mix Data Sample/Set No. Supplier Mix Design Required Strength (psi) Strength (psi) 7122-04720-001 Wilson Ready Mix, LLC 30046C 3000 3DD0 7122-04720-CU2 Wilson Ready Mix, LLC 30046C 7122-04720-0O3 Wilson Ready Mix, LLC 30046C 7122-04720-CU4 Wilson Ready Mix, LLC 30046C Notes Remarks 1. ApplicableASTM slandards unless otherwise indicated Slump: C143: Air Content: C231', Temperature: C1054: Sampling: C172: Unit Weight: C138, 2. $pecimen(s) prepared to ASTM C 31 B: Concrete tested in general accordance win ASTM C31 The results provided herein relate only to the items inspected andlor tested. This report shall not be reproduced, except in full, without the prior written approval of F&R Form No: 18971, Report No: FC:7122-04720 02000-20220ESTLab by SpechagESTepm Page 5 of Concrete Placement Report FroO &Robertson, Inc. 1r K CrozetzetOffice 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone, 434.823.5154 www.FandR.com Client: Brookhill Town Center LLC P.O. Box 1467 Charlottesville VA 22902 Project: 71ZO212 Polo Grounds Road Phase II Polo Grounds Road Charlottesville VA 22903 Location: Site - Curb & Gutter western lane of Polo Grounds Rd Location Details: STA44+00 through STA48+50 Activity Date: 06/23/2022 Activity Type: Observation Frequency: Continuous slump, air, temperature Report #: CCPL:7122-04769-1 Issue #: 1 Work Order 7122-04769 Client Report No.: Recipients: The results provided herein relate only to the items inspected andlor tested. This report shall not be reproduced, except In full, without the prior written approval of FBR. Reviewed By: Simmons Clyde A Review Date: 06/28/2022 Personnel: Butler Jason E Title: Senior Technician Weather: Sunny Wind Speed: mph Air Temp: 85°F New Discrepancies Recorded? Yes, see "Discrepancies Noted" No Concrete Volume Placed: 24.00 yda Tests Performed: Field Notes: The F&R representative observed the placement of 32 cubic yards of 3000psi concrete for curb and gutter on the western side of Polo Grounds Rd from STA44+00 through STA48+50. A sample of concrete was obtained, tested and one set of 5 cylinders were cast for compressive strength testing in our laboratory. F&R's test results met project requirements. Form No: 190028 C-Concrete Placement Report Page 1 of 2 ��A Frozet Off 8 Robertson, Inc K Crozet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Concrete/Masonry Field Report Client: Brookhill Town Center LLC CC: Report No: FC:7122-04769 P.O. Box 1467 Issue No: 1 Charlottesville, VA 22902 Project: Polo Grounds Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 6/28/2022 General Field Data Technician: Butler Jason E Test Data: 6/2312022 Weather: Clear Test Results Sample/Set-No. No... of Sample Type- Ticket Time Batch to C-urn-yd'Slump -(in)- Air Air Temp. Material Spec. BatcheM Unload Placed Content ff) Temp.(°F Unloaded min M 7122-04769-001 5 CONCRETEa 73997 10:25111:45 80 3.00 6.5 85 84 7122-04769-CO2 0 74000 12:15\13:25 70 7122-04769-CO3 0 74003 13:32114:51 79 Location & Remarks General Location: STA44+00 through STA48+50 Samplei No. Element Type(s) Location Remarks 7122-04769-COI Site - Curb & Gutter STA44+25 7122-04769-0O2 Site - Curb & Gutter 7122-04769-CO3 Site - Curb & Ginter Mix Data Sample/Set No. Supplier Mix Design Required Strength (psi) Strength (psi) 7122-D4769-001 Wilson Ready Mix, LLC 30046C 3000 3000 7122-04769-CO2 Wilson Ready Mix, LLC 30046C 7122-04769-0O3 Wilson Ready Mix, LLC 30046C Notes Remarks 1 Applicable ASTM standards unless otherwise Indicated: Slump: C143, Air Content: C231. Temperature: C1 oe4 Sampling: 0172', Unit Wright. C138; 2 Speomen(s) prepared to ASTM C 31 BC Fora i tested in general accordance with ASTM C31 The results provided herein relate only to the hams Inspxled andlor Insisted. Me report shell not be reproduced, except In Full, without the prinrwrllten approval of F&R Form No: 1 B971, Report No: FC 7122-04769 C 200620220ESTLab by Spedo OESTcem Page 2 of FroOff 8 Robertson, Inc. K Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.FandR.com Concrete/Masonry Strength Report Client: Brookhill Town Center LLC CC: Report No: CTR:7122-04720-001 P.O. Box 1467 Issue No: 2 1tus�redecea eN�ws Issues d pps rem Charlottesville, VA 22902 Project: Polo Grounds Polo Grounds Road Phase II Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 712112022 Mix Data Supplier: Wilson Ready Mix, LLC Plant: Chadottesvllle Mix: 30046C Specified Design Strength (psi): 3000 at age 28 days Sample Details Date Sampled: 06/22/22 Date Received: Specification: Slump 3-5/AIr4.5-7.5 General Location: Western lane of Polo Grounds Rd STA36+50 through Measured Specified STA43+50 Slump (in): ASTM C 143 3 3 to 5 Element Type(s): Site - Curb B Gutter Slump col Plasticizer(in): N/A Sample Location: STA37+00 Air Temp (-F): 85 Curing Method: Field Sample No.: Concrete Temp ff): ASTM C 1054 88 Field Cure Temp ('F) High: Air Content (%) ASTM C231 4.6 4.5 to 7.5 Low: Unit Weight(pcfi: ASTM C138 N/A Contractor: Lincoln Volume of Density Measure (ft'): NIA Ticket no.: 73979 Truck No.: 261 Batch Size (yd'): 8.0 Time Batched: 11:03 Sampled By: Butler Jason E Yd' Placed: Time Sampled: 11:35 Submitted By: Water Added (gal) Before: Time Placed: 12:15 Weather: Oleai After: Time in Truck(mins): 72 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen to Date Tested Age Diameter Length Area Type of Maximum Load Fracture Compressive (Days) )in) (in) (in') Cap (Ibf) Type l Remarks Strength (psi) 7122-04720-001\1 06/29/22 7 4.00 8 00 12.57 U 5900D 2 4700 7122-04720-001@ 07/20122 28 4.00 8.00 12.57 U 6750D 3 5370 7122-04720-001\3 07/20/22 28 400 0,00 12.57 U 67000 4 5330 Avenge 28 Day Compressive Strength (psi) 5350 Required Strength (psi) 3000 7122-04720-0014 7122-04720-001\5 Notes Remarks 1 Sampling to ASTM C 172 Fracture Type. 2 = Well -formed cone one end. vertical tracks in caps, no cone on op , end, 3 = 2 Specimen(s) prepared to ASTM C 31 Columnar vertical cracking both ends, no well -formed cones, 4 = Diagonal fracture, no cracks at 3. Capping B=Nodded ASTM C 617.U= Unbonded ASTM C 1231 ends B: Concrete tested in general accordance with ASTM C31 The results provided herein relate only to the items Inspected amps, tested. This report shall not be reproduced, except In lull, without the pd. written approval of F&R. Form No 18947, Report No: CTR:7122-N720-COI ® 2000-2022 gESTLah by SpectrenESLcom Page 1 0f I ��A FroOff&Robertson, Inc. K CrozetzetOffice 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.023.5154 www.FandR.com Concrete/Masonry Strength Report Client: Brookhill Town Center LLC CC: Repoli No: CTR:7122-04759Report No: CTR:7122- -G01� P.O. Box 1467 Issue No: t Charlottesville, VA 22902 Project: 71ZO212 Polo Grounds Road Phase 11 Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 7/1412022 Mix Data Supplier: Willson Ready Mix, LLC Plant: Chadottesville Mix: 30D46C Specified Design Strength (psi): 30DO at age 28 days Sample Details Date Sampled: 06/23/22 Date Received: General Location: STA44+DD through STA40+50 Element Type(s): Site - Curb B Gutter Sample Location: STA44+25 Curing Method: Field Sample No.: Field Cure Temp (-F) High: Low: Contractor: Lincoln Ticket no.: 73997 Truck Na.: 250 Sampled By: Buller Jason E Submitted By: Weather: Clear Specification: Slump 3-5/Air 4.5-7.5 Slump (in): Slump w/ Plasticizer (in): Air Temp ff): Concrete Temp ff): Air Content (% ) Unit Weight (pcf): Volume of Density Measure (ft'): Batch Size (yi 8.0 Yd' Placed: Water Added (gal) Before: After: Measured Specified ASTM C 143 3 3to5 N/A 85 ASTM C 1064 84 ASTM C231 6.5 4.5 to 7.5 ASTM C 138 N/A N/A Time Batched: 1025 Time Sampled: 11:15 Time Placed: 11:45 Time in Truck (mins): 60 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Diameter Length Area Type of Maximum Load Fracture Compressive (Days) (in) (in) (in') Cap (Ibf) Type l Remads Strength (psi) 7122-04769-COIN D6130122 7 4.00 800 12.57 U 46500 3 3700 7122-047691 07/21/22 28 U 7122-01 07/21/22 28 U 7122-04769-00lW 07/21/22 28 U Average 28 Day Compressive Strength (psi) Required Strength (psi) 3000 7122-047691 08/18/22 56 J Notes Remarks 1. Sampling to ASTM C 172 Fracture Type: 3 = Columnar vertical cracking win ends, no well -formed cones 2. Spedmen(s) prepared to ASTM C 31 3. Capping: B = Bonded ASTM C 617,U = Unbonded ASTM C 1231 B: Concrete tested in general accordance with ASTM C31 The results provided herein relate only to the items Inspected anchor tested. This report shall not be reproduced, except in full. w1hout the prior written approval of FdR Form No: 18947, Report No: CTR:7122-04759-001 0 2WO-2022 QESiCab by SpeclraCtEST Wm Page 1 of 1 Fro8 Robertson, Inc. K Crozetzet Office 6185 Rockfish Gap Turnpike Crozet, VA 22932 Phone: 434.823.5154 www.FandR,com Concrete/Masonry Strength Report Client: Brookhill Town Center LLC CC: Report No: CTR:7122-04769-001 P.O. Box 1467 Issue No: 2 Charlottesville, VA 22902 TNereportre�ewsallprei zsaBeMWere�nlssuaeMlhlero� Project: Polo Grou nds Polo Grounds Road Phase II • ,its Polo Grounds Road Reviewed By: Simmons Clyde A Charlottesville, VA 22903 Review Date: 712112022 Mix Data Supplier: VMlson Ready Mix, LLC Plant: Charlottesville Mix: 30046C Specified Design Strength (psi): 3000 at age 28 days Sample Details Date Sampled: 06/23/22 Date Received: General Location: STA44+00 through STA46+50 Element Type(s): Site - Curb&Gutter Sample Location: STA44+25 Curing Method: Field Sample Ni Field Cure Temp (OF) High: Low: Contractor: Lincoln Ticket ri 73997 Truck No.: 250 Sampled By: Buller Jason E Submitted By: Weather: Clear Specification: Slump 3-5/Air4.5-7.5 Slump (in): Slump w/ Plasticizer (in): Air Temp PF): Concrete Temp ff): Air Content (% ) Unit Weight (pi Volume of Density Measure (ft'): Batch Size (yci 8.0 Yd'Placed: Water Added (gal) Before: After: Measured Specified ASTM C 143 3 3 to 5 N/A e5 ASTM C most 84 ASTM C 231 6.5 4.5 to 7 5 ASTM C 138 N/A N/A Time Batched: 10,25 Time Sampled: 11:15 Time Placed: 11:45 Time in Truck (mina): 60 Compressive Strength of Concrete Cylinders Specimen ID Data Tested Age Diameter Length (Days) (in) (In) Area (in') ASTM C 39 Type of Maximum Load Fracture Compressive Cap (Ibf) Type l Ranieri Strength (psi) 7122-047691 06/30/22 7 400 8.00 12.57 U 46500 3 3700 7122-01 07/21/22 28 4 00 8.00 12.57 U 56000 3 4460 7122-04769-00113 07/21/22 20 4.00 8.00 12.57 U 58000 2 4620 7122-04769-CO14 07/21/22 28 4.00 8.00 12.57 U 54500 2 4340 Average 28 Day Compressive Strength (psi) 4470 Required Strength (psi) 3000 7122-04769-00115 00/10/22 56 U Notes Remarks 1 Sampling to ASTM C 172 Fracture Type: 2 = Well4ohmed cone one end vertical cracks in caps, no cone on opp. and, 3 = 2 Spedmen(a) prepared to ASTM C 31 Columnar wrocal cracking bdh ends, no well -formed wins 3. Capping: B = Bonded ASTM C 617,U = Crowded ASTM C 1231 B: Concrete tested in general accordance with ASTM C31 The results provided herain relate only to the ;lams Inspected anchor tested- This report shad not be reproduced, except in full, without the prior written approval of F&R Farm No: 18947, Rei No: CTR:7122-04769C01 0 2000.20220ESTLab by SW,,hegESicom Page 1 of t Pipe Videos and Summary "Currently on Tri-state's schedule to be completed the week of Labor Day. Will submit once complete" Recorded Plat and Approved Plans � EMVM'RECORD COVER SHEET Commonwealth of Virginia VA. CODE §§ 17.1-223,-227.1, -249 FORM A — COVER SHEET CONTENT Instrument Date: 1 021 .......................................... Instrument Type""........................................................... Number of Parcels: ....... ?....... Number of Pages:.......?........ City [X] County .ALBEMARLE ...................................................................... CIRCUIT COURT Tax Exempt? VIRGINIA/FEDERAL CODE SECTION Grantee Address Name: CROCKETT _ CORPORATION ....................... Address: ....................................... .... ... . RECORDED IN ALBEMARLE COUNTY, VA JON R. ZUG FILED Jul 26, 2021 AT 10:47 am BOOK 05580 START PAGE 0415 END PAGE 0423 INST # 202100012953 TOTAL NUM PAGES 9 EMJ (Area Above Reserved For Deed Stamp Only) City: ..................................................... ... ... .... ... ...................... .... State:...... n..... Zip Code:.............................................. Consideration:$0.:.0........................... Existing Debt:$0.:00............................ Actual Value/Assumed:...... °............................ PRIOR INSTRUMENT UNDER § 58.1-803(D): Original Principal:0 0........................... Fair Market Value Increase:.$0.00............................. Original Book No.: ................... .................. . Original Page No.:........................................ Original Instrument No.:............................................ Prior Recording At: City County Percentage In This Jurisdiction:..100% �� Y �� ty................................................................................ Book Number: ..................... ..... Page Number:......................... Instrument Number:.......................................... Parcel Identification Number/Tax Map Number: ,04600-00-0o-018Ao ..................................................................................................................... ShortProperty Description: .......B.ROOKH.............I.LL...........TM...P .....46 .............18A ...........1988........................................................................................................................................ SEE INSTRUMENT Current Property Address: •BROOKHILL .SUBDIVISION ....................... City: CHARLOTTESVILLE ........................... State: ... ......... ... Instrument Prepared By: WILLIAMS. MULLEN Recording Retumed To: MA . KATHERINE. MCGETRICK, ............... Address: -WILLIAMS.MULLEN, 321 EAST MAIN ST, ................................................I.................... City: CHARLOTTESVILLE ................................................. State: . Zip Code: 2291.1................................... _.. Recording Paid By: MARY KATHERINE MCGETRICK, ESQ. ............................................................ 400 VA Zip Code:..?2.902 FORM CC-1570(MASTER. PAGE ONE OF TWO )10/19 0 Copyright 2014 Once of the Executive Secretary, Supreme Court of Virginia. All rights reserved. Cover Sheet A 202100012953.002 VIRGINIA LAND RECORD COVER SHEET Commonwealth of Virginia VA. CODE §§ 17.1-223,-227.1, -249 FORM C — ADDITIONAL PARCELS Instrument Date: ..................... 7/25/2021 ................................................ Instrument Type: OBM .................................................................... Number of Parcels:......?........ Number of Pages:.......?. City [X] Count ALBEMARLE CIRCUIT COURT Parcels Identification/Tax Map Prior Recording At: City [ ] County ............................... Percentage In This Jurisdiction: .... 1oog Book Number: ......... .................. Page Number: Instrument Number: ....................... .. ... ... ... . .. ..... Parcel Identification Number (PIN)/Tax Map Number: .. 0460U-00-00-019B8 .........................................B8 Short Property Description: BROOK ...... HILL .......TMP ...........46 ...........18A ...........19B8............................................ SEE INSTRUMENT (Area Above Reserved For Deed Stantp Only) CurrentProperty Address: ..B.. R.....OO..............KHILL ...........SUBDIVISI.....................ON .......................................................................... city:C HARLOTTesVILLE..................................................... State: ...... VA..... Zip Code: ,22911 Prior Recording At: ) City [ ] County ............................................ Book Number: ...................... - ... Page Number: Parcel Identification Number/Tax Map Number: Short Property Description: ................. ... .............. ... .. Current Property Address: City: Percentage In This Jurisdiction: Instrument Number: State: ................. Zip Code: FORM CC-1570 (MASTER, PAGE Two OF Two ) 10F19 Cover Sheet C 0 Copyright 2014 Once of the Execatikv Secretary, Supterx Court of Virginia. All rights reserved. 202100012953.003 Prepared by and upon recordation return to: Mary Katherine McGetrick, Esq. Williams Mullen 321 East Main Street Suite 400 Charlottesville, Virginia 22902-3200 .County of Albemarle Tax Map Parcel Nos. 04600-00-00.018A. 04600-00-00-0191318 CERTIFICATE OF PLAT The attached plat entitled, "PLAT SHOWING 2-LOT SUBDIVISION AND RIGHT OF WAY DEDICATION BROOKHILL SUBDIVISION TAX MAP 46 PARCELS 18A AND 19138 RIVANNA MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VIRGINIA," prepared by Roudabush, Gale & Associates, Inc., a Professional Corporation, dated December 21, 2020. last revised May 19, 2021, situated in the County of Albemarle, Virginia, is hereby submitted for recordation on behalf of the Owner in the Clerk's Office of the Circuit Court of the County of Albemarle, Virginia. Given under my hand this2s day of.July, 2021. [PAGE LEFT INTENTIONALLY BLANK, SIGNATURE PAGE FOLLOWS] 457587872 202100012953.004 OWNER: L. DAYT.ON HAUGH, Owner's Counsel/Agent COMMONWEALTH OF VIRGINIA CITY/COUNTY OF P. BEnr rya E The foregoing instrument was acknowledged before me this ��day of July, 2021 by L. DAYTON HAUGH, Owner's Counsel/Agent. Such person is known to me or has produced his/her state issued driver's license as identification. 7 n ^ "`L v � (SEAL) Notary Public Registration Number: 765 146 Ts My commission expires A.sCaY. 31 . 2o37 ` 0 oEXPRES 1-Q [SIGNATURE PAGE OF CERTIFICATE OF PLAT] 457587872 202100012953.005 EXHIBIT A THE PLAT [To be attached] 457587872 VICINITY MAP SCALE: 1" = 2000' FOREST LAKES SOUTH SUBDIVISION 1 TMP TMP 46-19B8 46-19B8 RESIDUE RESIDUE TMP 46-19B7 TMP u TMP 46-19B1 I � 46-19B6 STELLA LN 5 TMP 46-18A1 TMP TMP 46-19B9 NEW PARCEL 46-18A ° -18&2 TMP 46 46_18g3RoijTF ° g43 V3 J T GR UND ROAP ®= ®W ®W � . POLO OVERALL LAYOUT AND SHEET KEY SCALE: 1" = 500' \h J y " w AREA SUMMARY EXISTING TMP 46-1988 - 99.075 AC. fftrr <PARCEL 'Y'> - 0.262 AC. c ®LACKS 16&17 PARCEL> - 24,976 AC. r RESIDU TMP 46-19B8 - 73.837 AC. TMP 46-19B8 RESIDUE MONTGOMERY - RIDGE SUBDIVISION EXISTING TMP 46-18A - 25.827 AC. <PARCEL"X'> 0.341 AC. REVISED6-1 - 25,486 AC, BLOCKS 16&17 PARCEL TOTAL - 24.976 AC. SHEET INDEX V1 COVER SHEET V2 SUBDIVISION PLAT V3 SUBDIVISION PLAT 1. THIS PLAT HAS BEEN PREPARED WTHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. 2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK. 3. FOR ALL PARCELS SHOWN HEREON, THIS PLAT HAS BEEN PREPARED FROM ACTUAL FIELD SURVEYS, USING MONUMENTS FOUND TO EXIST AT THE TIME OF SURVEY, THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1. 4. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A" FOR A.100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO280D, EFFECTIVE DATE FEBRUARY 4, 2005, EXCEPT FOR AREAS AS SHOWN HEREON SHEETS V2 & V3. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 5. ALL PROPERTIES BEING DIVIDED ON THIS PLAT ARE ZONED NEIGHBORHOOD MODEL DISTRICT (NMD) AND ARE SUBJECT TO THE CODE OF DEVELOPMENT OF ZMA201500007, THE PROFFERS OF ZMA201800011, AND SP201500025. 6. PER CIS AT THE TIME OF PLATTING, TMP 46-18A IS IN THE AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, AND FLOOD HAZARD OVERLAY DISTRICTS, AND CONTAINS AREAS OF MANAGED AND PRESERVED STEEP SLOPES. 7. PER GIS AT THE TIME OF PLATTING, TMP 46-1988 IS IN THE AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, AND FLOOD HAZARD OVERLAY DISTRICTS, AND CONTAINS AREAS OF MANAGED AND PRESERVED STEEP SLOPES. 8. PER GIS INFORMATION AT THE TIME OF THIS PLAT, THE PROPERTY DOES NOT LIE WITHIN AN ,AGRICULTURAL -FORESTAL DISTRICT OR A WATER SUPPLY WATER PROTECTION AREA. 9. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE > COUNTY ZONING ORDINANCE. 10. PARCELS 'X AND 'Y' ARE HEREBY DEDICATED TO THE COUNTY FOR PUBLIC USE AS RIGHT OF }NAY. 11, NO EVIDENCE OF GRAVES OR BURIAL SITES ON THE SUBJECT PROPERTY WERE OBSERVED AT THE TIME OF SURVEY. 12. ALL NEW PROPERTY CORNERS ARE TO BE MONUMENTED WITH IRON PINS UNLESS OTHERWISE NOTED UPON COUNTY APPROVAL AND RECORDATION OF THIS PLAT. 13. THE MINIMUM BUILDING SETBACKS ARE PER CODE OF DEVELOPMENT AS SHOWN IN ZMA-2015-00007. 14. PARCELS X & Y ARE SPECIAL LOTS ESTABLISHED SOLELY FOR PUBLIC RIGHT-OF-WAY AND ARE HEREBY DEDICATED TO PUBLIC USE. 15. OWNERS AND SOURCES OF TITLE: TMP 46-18A CHARLES R. HAUGH & ELIZABETH ANN OGLESBY 2575 SEMINOLE TRAIL CHARLOTTESVILLE VA, 22901 TITLE: DB 5349 PG 402 TMP 46-19B8 CROCKETT COORPORATION 435 PARK STREET CHARLOTTESVILLE VA, 22901 TITLE: DB 5346 PG 256 m STATEMENT OF CONSENT TO DIVISION-TMP 46-18A THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, KNOWN AS TAX MAP 46; PARCEL 18A, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. COMMONWEALTH OF VIRGINIA COUNTY/Eli'Y OF __%&�-r_- TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20';- v z v Z in 0 O vn> 0 3►-Zo2 MY COMMISSION EXPIRES: g! y x 7 Z O. * w < ; C) C s: z n STATEMENT OF CONSENT TO DIVISION TMP 46-19BB THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, KNOWN AS TAX MAP 46, PARCEL 1968, IS WITH THE FREE CONSENT AND IN ACCORDANCE NTH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. COMMONWEALTH OF VIR INIA COUNTY/GEW OF -u,".4a�*,__-_-_-_--- TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY ANN D_ 14A,)bh Pq",4L T -- THIS 2 DAY OF IUA& 20.21. 1 *' r m y (� 7 ---'7----------- NO/-L-/ r m o MY COMMISSION EXPIRES: O 2 7 C Z 01 4u W `L COUNTY APPROVAL 1 A i s -14,�✓(, (�} _��j3z z1 AG T FOR THE BOARD OF SUPERVISORS DA E BOUNDARY LINE TABLE BOUNDARY CURVE TABLE Line Direction Length Curve Length Radius Delta Tangent Chord Chord Bearing Li S 74'24'09" E 110.11' Cl 17.33' 33.50' 2938'05" 8,86' 17.13' S 05'10'58" E 1-3 S 09,3605" W 28.17' C2 19.81' 33.50' 335315" 10.21' 19.53' N 26'34'42" E L4 S 80'21'55" E 37.00' G3 15.89' 1297.50' O'42'07" 7.95' 15.89' N 81'49'38" W L5 N 09'38'05" E 29.76' C4 171.80' 1297.5Y 7'35'12" 86.03' 171.68' S 85'58'18. E L6 N 24'06'29" E 41.12' C5 37.92' 1297.56 1'40'28" 18.96' 37,92' N 86'41'22" E c(!� L y� P ' C6 40.38' 1297.5Y 1'46'59" 20.19' 40,38' N 8457'39" E C7 72.50' 2470.50' 1040'53" 36,25' 72.49' N 8454'36" E C8 252.07' 2470.51T 5'50'46" 126,15' 251,96' N 88'40'25" E C9 474.47' 685.50' 39039*28" 247.19' 465,06' S 68'34'28" E C10 375.44' 779.50' 27'35'45" 191.43' 371.82' N 6232'37" W C11 111.71' 309.50' 20'40'48" 56.47' 111.10' N 48'44'01" W C12 19.63' 12.50' 89'59'57" 12.50' 17,68' S 6012'07" E C13 19.52' 12.50' 89'29'29" 12.39' 17.60' S 30'03'11" W C14 375,21' 830.50' 2553'07" 190.86' 372,02' N 01'45'51" W C15 1.73' 750.50' 0'07'55" 0.86' 1.73' N 1114'40" E C16 19.98' 12 50' 91'35'56" 12.85' 17,92' S 34'29'20" E C17 17.99' 12.50' 8228'55" 10.96' 16.48' S 58'29'11" W C18 251.47' 750.50' 19'11'52" 126.92' 250.29' N 26'51'17" E C19 98.62' 9969.50' 0'34'00" 49.31' 98.62' S 3610'12" W C20 141.71' 1230.50' 6'35'55" 70.94' 141.64' N 3911'10" E 021 1 208.33' 369.50' 1 3218'15" 1 107.01' 205.58' S 26'20'00" W W W m r ) � m g 3�> Oto � F= rn d vs, o y U _ e LU Z U to 0 o Q ❑ ¢� 05 m N rn IL rn aw LL]> (0 w C% ¢ a) W N 2 _ O o o N a a Q�Q Z c i E m s mW m a $�v vo1 TH op UBRIAN D JAMISON > No. 3334 05-19-2021 fob SUWV�A Q z Z O 0 H � Q ozmW o-�. �> 0 m WT -1 O m 5 U Q d O U O m oa < 0 Z i Q CV >00 in cc 0 00 z� Oui p O i= p z � � ¢ m a d= � J ❑1 i1- O ¢ � LL N Q¢ QQF TMP 46-19B9 6; o N OPEN SPACE ��ti� U' g r GREENWAY PARCEL 8, � `� a 3 > i t \ z oct5 a� / N/F BROOKHILL MASTER 100 U) Z Q c I �\ ry Mom ,/ ASSOCIATION, INC.y�"� �y °' DB 5512 PG 282 a° O 9g� �... o v t N6 d z r , ••� l 11 1�pF Q ,� d�j 0 cA Q o TMP 46-19B8 RESIDUECD 0 cc N/F CROCKETT CORPORATION �" �� /' p xs > w a Q %,� h`OA� % ` % oaf ✓ 6 0 5 0 Zoe 24- SA OP 0.80' TMP 46-19BB RESIDUE ', % ! h o• S15'10'06"E NIP CROCKETT COORPORATION v BRIAN D JAMISON a 'N2>. TMP 46-19BB RESIDUE \ r / •``•• S942a NIP j ,i' 1h``�0� 54.00 DB 5512 PG 282 No. 3334 I CROCKETT CORPORATION yy \ , \ �� ORIGINAL AREA = 99.075 AC. 05-19-2021 �\ 286�9 ; o \ \ �• ��`' ; %' �� S1512'06"7E REVISED AREA = 73.837 AC. `", \\, � \ o, r, \sue ••\ tK�j°� \'0?rye \; '\� `,� N5235'00"W :% ;%' /�4 � '� •�.,` ,�\',\ 22, \l.�-_ `b n'� U z m J \ '� �• \, \ \ s� ; APPROXIMATE LIMITS '. / m Q ^� W OF DAM BREAK _ Q \'\ �• \'' �:: \ .\..` N28Sss2' 1` / ' ' INUNDATION ZONE 1 `/ / 62,21'7 48 E U) T- m /' 2 4 S80'24'58"E ?j TMP 46-19B% o N'' Q 0 E 34.01 u- 0 Q 0 N/F STANLEY MARTIN �'•� �o�`��F ��.\ �o�;ti Is (TYP.) = m z o, COMPANIES, LLC \ f Z DB 5512 PG 282 \ �, '! i // �I s OC U1 \ \ TMP 46`19B9 �a'`��0 i a� p J U \ \ �•, ,� OPEN SPACE ' `� ° Z —� Q CCA j 1 GREENWAY PARCEL do Z = 0 % N/F BROOKHILL MASTER `• °�� 0 S09'43'33"W p Y 'i' o > 53.89' 0. Q ASSOCIATION, INC. \N" r.._...• �' �. DB 5512 PG 282 > < 0 w �A r�S•� �. S80'15'14"E m C7 •�• �S. Q \ O z ` \ •`\ Sj 40' \ J Q op �. EXISTING 20' SANITARY\\' \ N3 20035 3 SEWER EASEMENT �`2 {y N1731'21"E DB 1450 PG 313 j 61.15' NEW BLOCKS 16 & 17 PARCEL i 24.976 AC. V2 MA'DCEIIII�B / '� \ t�; MATCEL W V2 CM 0 vs TMP 46D-B VS TMP 46-19B6 / I \ •i 3 MONTGOMERY RIDGE N/F CROCKETT COORPORATION � 00 GLE END I OPEN SPACE 2 DB 5346 PG 251 / ^ ram, 100 0 100 200 300 � cq 1 IF IRON FOUND (A IS IRON SET SCALE: 1"--100' oB 55�0 Pam'- _- >s, -�o�� 00 z� O ui O b OCO Q Q� U p �o�Z�W o��pp¢� LL O r N OQU W m W N _ N N � O 0 VN O O 0 ZrN V2 MAY+CEM V3 TMP 46-19B6 N/F CROCKETT COORPORATION DB 5346 PC 251 TMP 46-IBA1 }„ ICE RINK LOT I N/F CROCKETT CORPORATION DB 5274 PC 376 58' PUBLIC R/W 283.99' DB 5274 PC 376 S59'04'25"E IF 559404'25"E N23'51'52"W 81.80' 20' ACSA SANITARY EASEMENT DB 5492 PG 476 S38.23' I TMP 46-18E8 t� OPEN SPACE PARCEL { N/F STANLEY MARTIN I , COMPANIES, LLC DB 5492 PC 476 VARIABLE ACSA �1 SANITARY EASEMENT DB 5492 PG 476 VARIABLE WIDTH PUBLIC STORM DRAIN EASEMENT DB 5121 PG 644 N VARIABLE WIDTH PUBLIC SWM ACCESS EASEMENT DB 5274 PG 376 f k) N51'36'23"E 58.00' TMP 46-18A HAUGH, CHARLES R & ELIZABETH ANN OGLESBY DB 5512 PG 282 ORIG. AREA: 25.827 AC. REV. AREA: 25.486 AC. VARIABLE WIDTH PUBLIC STORM DRAIN EASEMENT DB 5121 PG 644 APPROXIMATE LIMITS OF DAM BREAK INUNDATION ZONE TMP 46-19B9 OPEN SPACE GREENWAY PARCEL N/F BROOKHILL MASTER ASSOCIATION, INC. 'o0, DB 5512 PC 282 2� -9F. 1 ' i EXISTING 20' SANITARY SEWER EASEMENT • DB 1450 PG 313 30' PRIVATE LANDSCAPE BUFFER EASEMENT = DB 5121 PG 644 i VARIABLE ACSA SANITARY EASEMENT .j �0,5• S� a DB 5518 PG 747 ,a$a0f __ __ -- _ --- % 3 —=-C1o'-- - ---- --- __N44'44'w_ _- 56R�� —_ --- -'." $TDt �gp D'uP ---- BOUNDARY LINE HEREBY - - N76'20 29 W VACATED (TYP.) YflLy� �D 43.11' Vt+R MAMMM V2 TMP 46D-B V3 MONTGOMERY RIDGE PHASE 1 OPEN SPACE 2 \ / Eo 0 � c:, T 1 U is (TYPI-1 iCOO TMP 46-19B8 RESIDUE M M I N/F CROCKETT COORPORATION DB 5512 PG 282 *r c s ORIGINAL AREA = 99.075 AC. REVISED AREA = 73.837 AC. j o 06 00 / rn tq 2 •. / N p cq a). / v \ %I sa\ 7w.2�* cz co S42'29'07"W j o� .. �• 40.89' W c.S �0OtiF��y� �- Ir k VARIABLE ACSA SANITARY EASEMENT DB 5518 PG 747 — VARIABLE WIDTH PUBLIC STORM DRAIN EASEMENT DB 5121 PG 644 '20' ACSA SANITARY EWER EASEMENT B 5121 1 644 ---,, �� ; PARCEL ' T HEREBY DEDICATED r TO COUNTY FOR PUBLIC USE 28.69''52"E 0.262 AC. 8 ,69 PARCEL T HEREBY DEDICATED BOUNDARY LINE HEREBY TO COUNTY FOR VACATED (TYP) PUBLIC USE 0.341 AC. LEGEND IF IRON FOUND IS IRON SET 100 0 SCALE: 1 "=100' 30' PRIVATE LANDSCAPE BUFFER EASEMENT DB 5121 PG 644 VARIABLE WIDTH PUBLIC STORM DRAIN EASEMENT DB 5121 PG 644 11024� ,9, I Owa O 100 200 300 . 1 awm) Nro I8 y o � 3w>Q q Z. z i��n� ¢ o OW 0 m put o 0 Q a rc 0- O> 4 LL Z N Q > a� ' N w Z �Z U po(�n W N 7 �wv a o4 L2H OF ,% v BRIAN D JAMISON to' No. 3334 �-, 05-19-2_0,2,11 SURV"'� I z Z O a oz00-1 m 0002 Q T m LL > Q O O m 0 � C'3 � 1 O O 0 •--� v z J Q = 0- N o t a 0 0y+ (: F- m LML �.■ < O z i N Q � 00 z N o Z O� oaf 0 ji n in r LO cc co ao O ¢ Z W CD O O LL NOO W v o¢¢0 LL cm � 0 N 0 0 w In MSw r N WLu N JJ2 oAo 0 Z N 202100012953.009 Cj INSTRUMENT # 202100012953 RECORDED ALBEMARLE CO CIRCUIT COURT CLERKS OFFICE JUI 26, 2021 AT 10:47 am JON R. ZUG, CLERK by EMJ BOOK 05580 PAGE 0415 - 00423 GENERAL NOTES STATE ROUTE 643 -POLO GROUNDS ROAD OWNERS: TMP 04600-oo-oo-ol8Ao HAUGH, CHARLES R & ELIZABETH ANN OG 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 TMP 04600-oo-oo-oi8E2 HAUGH, CHARLES R & OGLESBY, JR T 435 PARK STREET CHARLOTTESVILLE, VA 22901 TMP 04600-oo-oo-olgBg BROOKHILL MASTER ASSOCIATION INC 455 SECOND STREET CHARLOTTESVILLE, VA 22902 TMP o4600-oo-oo-olgB8 CROCKETT CORPORATION 435 PARK STREET CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 2o1 CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oi8Ao D.B.1333, PG. 450 29.92 ACRES 04600-oo-oo-o18E2 D.B. 5492, PG.476 5.45 ACRES TMP 04600-oo-oo-o19B9 D.B. 5512, PG.303 50.72 ACRES TMP 04600-oo-oo-o19B8 D.B. 5346, PG. 256 11g.69 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT(ZMA2o180001i WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 2019) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. TOTAL PROJECT AREA: 04600-oo-oo-ol8Ao - 29.92 AC. (PORTION OF) 04600-oo-oo-o18E2 - 5.45 AC. (PORTION OF) 04600-oo-oo-olgBg - 50.72 AC. (PORTION OF) 04600-oo-oo-oi9B8-119.6g AC. (PORTION OF) TOTAL - 205.78 AC. (PORTION OF) PROPOSED USE: IMPROVEMENTS TO THE EXISTING POLO GROUNDS ROAD WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURALIFORESTALDISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015. FIELD VERIFIED BY COLLINS ENGINEERING IN JUNE OF 2021. DATUM: NAVD 1988 EXISTING VEGETATION: EXISTING So'PUBLIC R/W ALONG POLO GROUNDS ROAD PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION WITHIN THE PROJECT AREA FOR THIS ROAD IMPROVEMENTS PLAN. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OFTHE PROPERTY. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. UTILITIES: ALBEMARLE COUNTY WATER & SEWER (SUB201700117 -AMENDMENT #2) RIVANNA MAGISTERIAL DISTRICT R,° SI Rpq�<<S ALBEMARLE COUNTY, VIRGINIA P°L° NOTE: AREA TO BE ADDRESSED WITH THIS ROAD PLAN IS LABELED AS "PHASE IV ROADWAY IMPROVEMENTS" IN THE APPROVED PROFFERS. SEE SECTION 1.A. (TRANSPORTATION IMPROVEMENTS - POLO GROUNDS ROAD IMPROVEMENTS) IN THE PROFFER STATEMENT SHOWN ON SHEET 1A FOR A WRITTEN NARRATIVE. SEE "FIGURE A: BROOKHILL TRAFFIC PHASING PLAN" IN THE PROFFER STATEMENT SHOWN ON SHEET iB FOR A VISUAL REPRESENTATION OF THE AREA TO BE ADDRESSED WITH THIS ROAD PLAN. VOTE: SEE APPROVED WPO-2o18-00013, "BROOKHILL ROAD IMPROVEMENT PLAN PHASE I, STATE ROUTE 643 'OLO GROUNDS ROAD & BROOKHILL SECTION 1", FOR THE EROSION & SEDIMENT CONTROL AND STORMWATER MANAGEMENT FOR THIS PROPOSED WORK. SHEET LAYOUT SCALE: 1" = 200' ROAD VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 1A PROFFERS iB PROFFERS 2 BROOKHILL MASTER PLAN 3 EXISTING CONDITIONS AND DEMOLITION PLAN 4 EXISTING CONDITIONS AND DEMOLITION PLAN 5 SITE, GRADING, & UTILITY PLAN 6 SITE, GRADING, & UTILITY PLAN 7 SIGNAGE AND STRIPING PLAN 8 SIGNAGE AND STRIPING PLAN 9 ROAD NOTES & DETAILS 10 UTILITY NOTES & DETAILS 11 POLO GROUNDS ROAD PLAN & PROFILE 12 POLO GROUNDS ROAD PLAN & PROFILE 13 WATERLINE PROFILE 14 DRAINAGE & UTILITY PROFILES 15 ROAD DRAINAGE MAP & CALCULATIONS 16 ROAD DRAINAGE MAP & CALCULATIONS 27A BOX CULVERT DETAILS i7B PEDESTRIAN TUNNEL DETAILS 18 POLO GROUNDS ROAD CROSS SECTIONS 19 POLO GROUNDS ROAD CROSS SECTIONS 20 POLO GROUNDS ROAD CROSS SECTIONS 21 POLO GROUNDS ROAD CROSS SECTIONS 22 POLO GROUNDS ROAD CROSS SECTIONS 23 POLO GROUNDS ROAD CROSS SECTIONS 24 LANDSCAPING PLAN 25 LANDSCAPING PLAN 26 SIGHT DISTANCE PROFILES LEGEND TOTAL SHEETS EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER ----------- ---- GREEN WAY BUFFER PROPOSED EASEMENT 0 DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING ---------- 200 --------------- EXISTING CONTOUR zoo PROPOSED CONTOUR 506.77 TC 506. 21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX e06.71 TW 506. 21 BW PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES APPROVED PEDESTRIAN AND VEHICLE ACCESS by the Albemarle County Communityty Development Department PROPOSED CONCRETE Date 03/04/2022 PROPOSED & EXISTING GUARDRAIL File SUB201700117 — amendment 2 (amendment 1 was redacted/withdrawn) PROPOSED FENCE OO OO OO OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT ENGINEER 0 Vl Z O H U) F�1 W Ce Lic. No. 035791 11/2/21 z O � a k �Co w D O � Z J O U) F- > z w U) F- z w f U U a U U r 0 w a 0 w W W N \ \ Q ON N N � n � Q r� J Z M M Cn Q N Q O H O Cn U L N (n N Q LLI 1 J J Q I— I— O U) w -j p _ ::D O U O U i - cD W ~ O J U I - 0- I-- LLI W 1 M C � CO J � w LU O W O O ~Q U v' w J 0 OIM w w 2 JOB NO. flm 182150 SCALE AS SHOWN I ALBEMARLE COUNTY SERVICE AUTHORITY I II SHEET NO 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019114 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, and 04600-00-00-019114; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as `Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, `Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road (Improvements"). "Polo Grounds Road The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and for to the issuance of a CO for the 270th single family dwelling unit. The cash contributions Pn g Y g for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars ($5,447.57), other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, including but not limited to for sale units, rental units, accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined below) shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, 0 and shall not exceed sixty-five percent 65/0 of VHDA s Maximum Sales Price for first -nine tY P ( ) homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty ( 120 upon written notice from the Owner that the ) daYP period shall commence P units shall be available for sale. This notice shall not be given more than nine 90 days prior O � ninety ) Y to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carnage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the issuance of a building permit ("Permit") for the first (P) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50") dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the County, the Owner shall construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit the Ashwood Boulevard Connection for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle CountyHousing Office. In each subsequent calendar ear, the month) net rent g 9 Y , Y 0 for each For -Rent Affordable HousingUnit may be increased u to three percent 3 /o . Y P P ( ) For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing P q g Units may not exceed the maximum rents established in this paragraph 4B shall apply for Y P �P PP Y a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). 2 Conveyance of Interest. All deeds conveying an interest in the For -Rent Affordable () Y Ymg Y HousingUnits during the Affordable Term shall contain language recitin that such unit is gg subject to the terms ofparagraph 4B. In addition all contracts pertaining to a conveyance J P g Y of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P h' g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. hi lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( ), hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for hi -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1G, shall not exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Management. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the fast annual adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount of the rofeed Cash Contribution due for the immediate) preceding year based on the formula contained P YP gY in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have been completed that results in what would otherwise have been a total Cash Contribution equal to the total P 9 value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network,(collectively referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be 28 336 662.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance of the first 1 CO issued for a dwelling within the Project the Owner shall dedicate to the County, ( ) g J b General Warranty Deed and without consideration fee simple title to a parcel of land for public Y tY , P P elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled `Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 SCOTT/R. C'ULLINSZ Lic. No. 035791 n p 7/12/21 AJ Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Generally. The road improvements listed in paragraph 1C (the "Road Improvements") above shall be constructed in accordance with road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. L Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after zo the date of issuance of the fast (1st) CO for a single-family dwelling within the Project, the County a has not so requested, or VDOT has not approved the traffic signal within that time period) the q ( PP gn P ) d k Owner shall be relieved of any obligation to install a traffic signal. U Ln Co 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the 0 N property: p J a m A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's ,,HA w design standards for a Class B- type 1 primitive nature trail, shall be established within the V l Greenway as described within the Code of Development. The general location of the Trail Network H` is shown on the Application Plan; however exact trail locations shall be determined by the Owner / based on site conditions and in coordination with the County. Installation of the Trail Network W shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "BWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 w N � QON N v � �7 W W Z 0 Z w in Z i ti M M CY) N M i N O M N N Q > LL] J J > W 0 111-1 U i LLI D LLI LLI LLI 01-1 01-0 O N z Q Q O I--i I --I W U) Q 1 a LL z M ,.0 rckn V O J O 0- 1 M UJ O w Q LLl LL LL O IY d R rr JOB NO. 182150 SCALE N/A SHEET NO. 1A J \� PHASE I INTERSECTION IMPROVEMENTS INTERSECTION2 CONSTRURIv)NEW WESTBOUND /� ~-e.4 LEFT-TURNLANEONPOLD f ,`y + GROUNDS ROAD WITH 973'OF / N ' \ .• STORAGE -J F EXTEND WESTBOUND RIGHT -TURN - ODe� Ip ` LANE ON POLO GROUNDS ROAD PHASE II INTERSECTION FROM So' OF STORAGETO aoo'OF IMPROVEMENTS ° STORAGE • CONVERT RID MILLS ROADTOA RIGHT IN/RIGHT-OUTOPERATbN. INTERSECTION, CONSTRUCTASOUTI-ROUND C, ROADWAY, PROVIDING (4 LEFT -TURN AND (s) RIGHT -TURN LANE CONSTRULTANEASTBO UND PHASE LANE ON POLO IMPROIROAN IMPROVEMENTS, - GROUDS GROUNDS ROADW mrisR FEETOF STORAGE INTERSECTION CONSTRUCTA RIGHT4N/RIGHT-OU ROADWAYENTRANCETOROUTE, A PHASE II ROADWAYRWROVEMENTS CONSTRUCTA NORTHBOUND RIGH TURN / L LANEON US a9WITH aoo'OF PHA PHASE z D O STORAGE. IMPROVEMENTS - PHASE II INTERSECTION ' , ♦ IMPROVEMENTS - A PHASE I ROADWAY IMPROVEMENTS \ INTERSEC7I01,14 • CONSTRUCTNORTHBOUND - < "wY ROADWAY TO PROVIDE (1) LEFT tl a TURN LAW L v () RIGHT -TURN LANE i MEDIAN TO PAINTED,UND PHASEV INTERSECTION b '" / PROVIRESTRDE LENTO PROVIDE WESTBOUND LEFT -TURN / IMPROVEMENTS - r LA NEON ASHWOOD BOULEVARD 'OFSTORAGE. WITH -• /'! 't- Y 5TRI BOULIEPEEASTBOFI UNDAWOOD BOULEVARDAPPROACH A � O TO PROVp RIGHT 1e (q -TURN LANE ,t,4 �/O Fa B"su"B'Do .. / PHASE IV INTERSECTION IMPROVEMENTS__,_____ .�♦ INTERSECTION S e\ CONSTRUCTSOUTHBOUND Douai"T°u Rr-. PHASE I INTERSECTION PHASEIVR ADWAY ROADWAY TO PROVIDE (oLEFT- TURNLANEANDD)RWHT-TURN 'I,,L� MPROVEMENTS IMPROVEMENTS LANE • CONSTRUCTANEAS1a0UNDLEFT. TURN LANE ON POLO GROUNDS ROAOWAY WRH,.-OF STORAGE GUR : BR00KHILL TRA C PHASING PLAN n h1aF •b buy ..:1 ) !� --} ,-'(_ l I� r, � '�.o I \ \ C '. r J crsoss-svri,DUK DEsrR>\ \\w,,h -. __ ) EXISTINGTREEMEA � -TRAILACO PROPOSDOEDOTRA NPR04MVNTS-Wpra POSED ITRIq CONwOR RO�\ \ 2 ,\PROO ��((OSED IAnD F 1 ORO ALC CONNECTORR S 0 _ PROPOSEDP Nil / A/ PATHy/AYC E +� \ \� r I � FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT WITNESS the following signature: OWNERS ofTax �Map Parcel 04600-00-00-018AO: e/fT By: "I1 / X - CHARLES R. IEA GH BY: ,. i Ilyi. ZAVETa AQ OGL B.si� Y nKDGUU Date; -r zz Q / 9 OWNERS of Tax Map Parcel 04600-00-00-01800: By: , /)�""s""%/ CHARLES R, HAUGH, TIUSTEE By: DOUGLAS B. OGLESBY, TRUSTEE Date: S—-�`j OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: Q.E.. Ann O. Haugh, Its President Date: " SJ 'Zot 9 Page 9 of 10 PROPOSED SALAMANDER CROSSING (3 TOTAL) r \ \ U \ N \ � D S \ � 0 / SALAMANDER TUNNEL ,s THI 29NVERTED RETAININ G WALL jND CULVERT FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT I � VELEMENTARY SCHOOL 1 , FIGURE E: BROOKMILL SCHOOL OWNER of Tax Map Parcel 04600-00-00-018B0: HORNE LAND CORPORATION, a Virginia c/cco�orporation CD By: QJA,., - /— AA4! d a.,& Am 00�.,Haugh, ' Its President Date: ," try F, ';ID1 9 OWNER of Tax Map Parce104600-00-00-018D0: CRAFTON CORPORATION, a Virginia corporation By: Q..-41 0- 7,-,431,74 ,7 L Ann O. Haugh, Its President �� Date: t!23t 5; AO / 9 Page 10 of 1 I ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, AND 04600-00-00-019114 WHEREAS the application to amend the proffers that were approved with ZMA 2015-00007 for Tax PP P pP Parcels 04600-00-00-018A0 04600-00-00-01800 04600-00-00-019A104600-00-00-019A2 04600A0A0-019B1 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018 11 "); and WHEREAS ZMA 2018-11proposes to amend Proffer Numbers ID IH 6 and 8 of the Proffers that were , approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and P b , WHEREAS, on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning Y P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-11. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. s.x 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Sup Isors Aye Nay Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek Y Ms. McKee) Y Ms. Palmer V Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOEIML APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: haystack Corporation, get ( By: Andrev cGinty, Its President Date: S L3/Zd /aj BROOKIIILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Inc., Manager By: Alan R. Tay Ior, is President Date: � �I/1g Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS the Commonwealth Transportation Board approved h i the remainder of funding P PP 9 necessarycomplete the connector road to be awarded to lete p to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS the public comments received b the Virginia Department of Transportation P Y 9 P P supported the proposed alignment of the new connector road. PP P P 9 NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Countolpervisors Aye Nav Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y SCOTT/R. C'l�-LLINSZ H Lic. No. 035791 n p 7/12/21 ,tvJ z 0 J 1 GO Z � N O z p J Q 1 to > W z 1 • Vl u I I W 1 r; W N Q CY, N 7 n L9r M M ICY) � Q N Q I� M O 1 I--i N H� � WW N Cn N Q W W 1 J J Q W O 0 U) � z LU 01-1 z L L ZD 0 U � 1 LL W w O - C0 J O Ul - a- 1- W Z1 �W�// M VVW v`LL J (rrnF J � w O LU O N Q W V Lu ti ~ 0 a W to JOB NO. 182150 SCALE N/A SHEET NO. 1B ,TH pF� O SCOTT R. LLINSZ c u1 U Lie. N0. 035791 / - n �o Hw0 Dg UL T 'Q�3 _ PROPOSEDASHWOODBOULEVARDCONNECTION ` / THORN �� Py c� PROPOSED TRAILHEADACCESS AREA TRb UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT7EZ7�,- •^ Z N Z F _ G �7/12/21 Gl�� PROVIDE PARKING, AN INFORMATION KIOSK, OR MORE INFORMATION ON REQUIRED BUFFER ✓/ ..��..... ` AND A PEDESTRIAN ROAD CROSSING TOz �U \ N CO W a g y ACCESS THE MULTI -USE TRAILWA �" / O Q 90 HwOOD - W Ix a _ - q w W L``U O _ Z w / _ k _ > In \ - NEIGHBORHOOD J" Q Z �1 z I A aI C T 3 ROUTE \. `-_ P SITE W~ "' z9 E SW 00 j% P IMPROVEMENT B511 1' O O .4 SWM FACILITY #3 COUNTY OF ' cS :., - 3o'MIN.NATURAL BUFFER O ) EMARLE / ,' cz u J R70,y7j RO 4S � `° Z " U ROPOSED PRIMITIVE TRAIL WITH - - q0 Z U W u rn nr �. CONNECTIONTOFOREST LAKES ;, . I� AQ r w o < I %= PROPOSED B I I ALBEMARLE COUNTY O RESERVED STEEP SLOPE ILO ONO SROgQ c7J < J a Z_ to 'w a k 0 p > PRIMITIVE BLOCK 1' yr II al 3 o Z V/ U f TRAILWAY (TYP.) :'O. r--•., o 2000' V ° m o m � — TRAILS (TYP.) _ I 1 VICINITY MAP: SCALE: 1" = C a GENERAL NOTES _ 0i \ - - DEVELOPMENT 1 B AN COURT AREA (TYP. I o'er y� Q 1< o ~ z U w Lu OWNERS: TMP 04600-oo-oo-oi8m TMPo4600-oo-oo-oi8Ao w Q i to - S HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. V / Qr m Z ® l wIEgZ PO / RRO / ' I / PARK ST z SEMINOLE TRAIL 435 575 \ Q ,, / .. D ONPS'CI" T.M. 46 - 188 pl -- - _ i C' ' CHARLOTTESVILLE, VA zagoa CHARLOTTESVILLE, VA zagoz W / W Lu w CL HORNE LAND CORPORATION _ �., j OPEN a \ T MP o4600-oo-oo-oigoo N ETT CORPORATION w --- ,- SPACE ) ,% .�rcc,, (TYP.) - �~` O ` CROCK 10 HAUGH & HELVIN 435 PARK ST z O m Lu w 1 ' i Q CHARLOTTESVILLE, VA zagoa C9 C9 E ' , PROPOSED CIVIC SPACE- _ rt'P \ --. BLOCK 12 i °<i EASTERN POCKET PARK '1'' 1 O DEVELOPER: RIVERBEND DEVELOPMENT, INC. ? z z z E BLOCK-1O - _ a, F i BLOCK 1!} � � ,��- (LOCATION TO BE DETERMINED O � � ❑ • '` EXISTING ioo-YEAR ') , - =<'i WITH FINAL DEVELOPMENT PLAN) - -1 ' 4555ECOND STREET SE, SUITE Goo CHARLOTTESVILLE, VA 22903 O N w w O N w w O U l7 z - _ FEMA FLOODPLAIN (TYPJ - z - - PROPOSED VEHICULAR it \� INTERCONNECTION ACCESS ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE Ui Z z J z O O a __". _ BLOCK 9 ` PROS RIMITIVE• TO THE MONTGOMERY 'MIN. �` CHARLOTTESVILLE, VA as oa 9 O g m m O NATURAL BUFFER TRAI WAY ♦ [) m a w - 1 ; RIDGE NEIGHBORHOOD o ROUTE zg �\ \ IMPROVEMENT \ 0 0 /i e;`/� %" TAX MAP & ZONING: o4600-oo-oo-mBoo o4600-oo-oo-oiBAo o4600-oo-oo-oigoo D.B. 73i, PG. Ego D.B. i333. PG.450 D.6.731, PG. Ego 1-r w f m z F 0 N �'�, ` 'Z:= A �" - OPEN .. PATHWAY ', ROPOSEDCIVICSPACE 1� +" - }' SPACE/ ALBEMARLE COUNTY ;' (TMP') MANAGED STEEP SLOPE %�j R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL 1""1 o ¢ '-" O U O U w OU n �,i. BLOCK 11 GREENWAY' `• /L. ,. x ''O°• re+e (TYP.) (2V <�lS ROUTE z (TYP. = + M 9 ) „ PO % -'' * °° TOTAL PROJECT AREA o4600-00-oo-oi800 - 4z55 AC. - o4600-00-oo-oiBAo a7.zg AL a z g a z g z IMPROVEMENT li^ "' =-�*" o "''' '`°» G EE -'�° / O O < V - '- R NWAY/ .. _ ��.;. "`� gR -' -.,♦BLOCK I8 G `' 0 600-oo-oo-oi oo - zo .66 AC. 4 9 7 a 0 a o O SWMFACILITY#z , I, .-..- -..\•o,°- -/° , GREENWAY ... �;: d" (TYP.) UPLAND -. ♦ a oAC. TOTAL 77"5 w y w N U ,., (TYP) 1 - \A PROPOSED 50' BUFFER, ' PARK ✓ °.°• ♦ � , F � Ca C\J,E� P I NEIGHBORHOOD MODEL DISTRICT PROPOSED ZONING:?u Tii � a z AROUND VDOT STORMWATER - r,„♦ { EXISTING ARCHAIC WOODLAND DEVELOPMENT MANAGEMENT POND ) �.., - °0•, '� ♦ \ � � � -`/ � CAMPSITE AREA TO BE PRESERVED ' AREA P. � � ' (TY ) _\ O �, TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY 2oi5. N SURVEYING AND BELL LAND SURVEYS, JANUAR zCi5. z g � Z a r 1 °•°° y - ` BLOCK 16 "' r I BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH zoi O Ln -_' i` EXISTING ioo-YEAR � I DATUM: NAVD 1988 s � z Q -�y \�� Z AM BUFFE 65c°•oeo,""' °^o CV s . ,\ FLOODPLAIN (TYP.) i3 �� —�__ ► UTILITIES: COUNTY WATER AND SEWER Q x mow_ � `, r i ' -- \ `, ( -( BLOCK O o ( FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD .`O. (y) O PROPOSED RIGHT IN -RIGHT OUT Qm 4 \ ", _ z �� _ BLOCK L1 \, -_-_ DATED FEBRUARY 4, aoo5. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF w / \ % r- INTERSECTION IMPROVEMENTS. w�'} ` F' Q L�' '7 "' "" \ SEE BROOKHILL TIAREPORT O> J TRAFFIC CIRCLE/ROUNDABOUT MAY �\ ALBEMARLE COUNTY •" THE PROPERTY. 40 0 0 a 0 0 1--1 .,►- f MONTGOMERY FOR FURTHER DETAILS: 0 MAINSTREET BE CONSTRUCTED AT THE �, ~ _ - " 3 PRESERVED STEEP SLOPE BLOCK 5 ` " NOTES: CV 1--1 E BOULEVARD ENTRANCE INTERSECTION OF MAIN STREET AND O ° 3 THE NORTH/SOUTH CONNECTOR ROAD BLOCK J (TMP) NEIGHBORHOOD ( 3 i. CROSSSEE SEOF CTIONS FOR THENTFOKHILL DE LOPENROPOSEDSTREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. O G) � W Z I OPEN f 1 '�. � a. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE W I /1 Q 1 i DETERMINED WITH THE SITE PLAN PROCESS. Z 04 V � J 16; ` (TYP.) OPEN �� f r L (TYP.) , SPACE ' . %� V 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH a rw (TYP.) BLOCK1 ' I ♦'• ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE T I EXISTING ioo-YEAR PROPOSED ` ,'• OR FOREST LAKES. C • w • I FLOODPLAIN (TYP.) �' RIMITIVE ,,/' ti� �y - S. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN LLI T.M. 46 - i8D TRAILWAY CRAFTON CORPORATION i ° ;%� I h O� /� GO 00) BLOCK ° `°3 DEVELOPMENTAREA `r O (�� D THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN- J Q V) BOUNDARY(TYP.) f (L\O D °°•• 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE EACH PRELIMINARY SITE AND LLJ \ / Q PROPOSED NEIGHBORHOOD CENTER 1 '- (LOCATION TO BE DETERMINED I e ;. IMITS OF PROPOSED REZONING D 18.4.12. SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE ` L O J e P WITH FINAL DEVELOPMENT PLAN.) 1 _ _ _ _ _ _ _ _ _ _ _ BLOCK 1] _- 2 j r I , _ _ � m 1� - �• ti ---_" PROPOSED DEVELOPMENT SHOWN THE PRELIMINARY PLAN 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP (��---]•• I.y W �-• J Q '!!! //� _ J- r • ' s 1 / y/ '-I ` -°, `--./ INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT O /1 w PROPOSED ioo' BUFFER ALONG RT. zg i •� 70' NATURAL LANDSCAPE BUFFER - BLOCK 4 � v t ACRE HISTORIC � � � `` <� �° BROOKHILLPARCEL BLOCKS mot_ BLOCKS °v ,i ,7�,., J' ',�,! J \--'� a SAFETY ACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN ONTHEAPPLICATIONPLAN.SEETHECODEOFDEVELOPMENTFORADESCRIPTIONOFTHE �1 (,/) C J 0 O &3o'LANDSCAPEBUFFER ((('''�� I ! ALBEMARLE COUNTY '/ /S ( AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA- _j < Q 7 L I ' 1 ANAGED STEEP SLOPE F`. v / APPROXIMATE LOCATION OF f; ;: ' 9. THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING THE DESIGN PHASES TO �L J _ J NOTE: A PROPOSED MULTI -USE PATH (TYP) GREENWAY ' it HISTORIC MARKER FOR THE ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER Q U J F� IS PROPOSED BY VDOT ALONG THE _ - - 1 , - BROOKHILL PROPER ',�) \ °°.° (TYP.) + 1 ROUTE zg FRONTAGE OF THIS , ( - ' \i' MANAGEMENT AND EROSION CONTROL MEASURES AS NECESSARY FOR THE DEVELOPMENT. F••a O _ _ PROPERTY. PATHWAY TO BE 1 - '� - I _ , � � PROPOSED xo' BUFFER '„•� �'. • '� • 1 .I r ° I �A '•"^�+a� J 't,. \ ' l_ 10. CONNECTION POINT(A)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT CSHALL ONLY BEA ¢ O W I W Il LOCATED WITHIN THE VDOT R/W. -! i J�1 +I ' LOCATION OF EXISTING ^f - I I ° '° PEDESTRIANBICYLE ACCESS CONNECTION. (n �•'1 ® Y (I''� V O - \\\ i7 BLOCK 1(Q UNN CEMETERY TO ,°0,e �.1 �,� ;° �je ? 11. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. ¢ ( ' 1 Q LIJ O O I o REMAIN `- �O v �_/ LOCK LINE (TYP.) .` ° f 1 NOTE: ALL STORMWATER MANAGEMENT FACILITIES e ' °• LEGEND — J AND EROSION CONTROL MEASURES SHALL BE 0• BLOCKG / LOCATED OUTSIDE OF THE PRESERVED SLOPES. J 1L (n � O ALBEMARLE COUNTY- ' 3 ��'o,°� ' I � :• ROPERTY BOUNDARY TYP.) BLOCKS I GREENWAY PRESERVED SLOPES Q Z 1L Z � W 1 PRESERVED STEEP SLOPE (TYP.) + -- NOTE: AREA WITHIN THE ioo'BUFFER j 7 ,/ '!'• !- °. 0 �; BLOCK? �. `'•- VEGETATIVE BUFFER MANAGED SLOPES ® 0 Q z O Q LIJ O AND OUTSIDE THE EXISTING TREE t - •••••� LIMITS SHALL BE REPLANTED IN ; .. r O EXISTING ioo-YEAR.. 0',, .:.,., / ® OPEN SPACE A l > I �1 LU M DEVELOPMENT ... •••• 9 „ FLOODPLAIN (TYP.) •,° •°°° _ ACCORDANCE WITH THE PLACESz __ - FORESTED BUFFER REQUIREMENTS 1 LNG BROOKHILL ' AREA (TVP.) `� WITH BE APPROVAL, A H MULTI -USE PATH " r� HOUSE REMAIN LIMITS '•` `� - .�1 SHALL BE EXTENDED TO THE ENTRANCE OF ',- J - .I GREEN WAY IMPACTS SLOPE IMPACTS WETLANDS J CO Q *LIMTSOF19THCENTURY ' C NI PONENTSOFBROOKHILL �.- ,..` MONTGOMERY RIDGE. THEHOAWILLNEED - a' ` TO APPROVE THE TRAIL AND EXECUTE ALL .-.-.'.• = I- W ^ BLOCK 8 DEVELOPMENTAREA , -., vo- o• - ^'- EASEMENT DOCUMENTS ALLOWING THE = 1 BOUNDARY (TYP.) o _ PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL = HISTORIC HOUSE & THE igTH CENTURY COMPONENTS OF Y J W _ EXISTING 100-YEAR . { - � ;„' • : �' CONSTRUCTION OF THE MULTI -USE PATH j � j ��--� ON HOA PROPERTY. FEMA • \ BROOKHILL O [� FLOODPLAIN (TYP.) J OPEN S C� °° 'PROPOSED 10' PAVED I J 1 MULTI -USE PATH TO BE CONSTRUCTED ALONG PRIMITIVE TRAILWAY � O io' "SPACE. :'<, MULTI-PURP SE TRAIL THE NORTH SIDE OF POLO GROUNDS ROAD COm Un'r L_�o ;r(^gi;l epartment •Pi PROPOSED TRANSIT STOP- TO BE INCLUDED WITHIN OR O - " -e� 'i /,;. - .� File# ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL PEDESTRIAN TUNNEL IMPROVED INTERSECTION1` _ (iK Ap roved by th _ Od Su Supervisors LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. ° w _ , ' .f-`,„ - _ OV'GNF R\VER p AND STOPLIGHT. • - p '-- PROPOSED IMPROVEMENT TO S P DBf SEEBROOKHILLTIAREPORT GR 0000 EXISTING too YR FLOODPLAIN N (♦J 0 < FOR FURTHER DETAILS ° 1- ST O RT OUNDS RO POLO GROUNDS ROAD FOR R\v PNN 1143(D.B.48i ...... STREAMS JUNE 15, 2015 P(Sol) _ TURNLANES- SEETHEPOLO 26 - GROUNDS ROADWAY annef * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED w IMPROVEMENTPLAN s.' APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG O PROPOSED LOCATION OF CIVIC SPACE - GRAPHIC SCALE CAL FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -' " zoo o zoo aoo eoo io' MULTI -USE PATH n 1 w 0 w _ SEE PROFFERS FOR FURTHER DETAILS PROPOSED LOCATION OF HISTORIC MARKER JOB NO. 182150 PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. T.M. O POR 18C \ CROCKET CORPORATION ( IN FEET) - '' •• - O SHEET 1 OF 1 __-__�-- - SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN & TRAFFIC TIA. /'� -1 inch = 200 ft. PROPOSED ELEMENTARY SCHOOL SITE — - -- -" � " --- SCALE N. T. S. SHEET NO. 2 0 370 z � 1 I \ IIIIIII III \ , \ EXISTING ROAD DRAINAGE SYSTEI \ EXISTING VAR. WIDTH PUBLIC, \ \ STORM DRAIN EASEMENT \ D.6.5izi, PG. 644 675 / P� „ / �I IMP NToH. 0T4 __TMP 04600-oo-oo-oi8Ao CHARLES R HAUGH EwsrwG PROPERTY LINE (TYPARLES R. & ELIZABETH ANN &E.J.OGLESBY7�. EXISTING VAR. WIDTH PUBLIC OGLESBYHAUGH scoll R. � LJ\l'N S ZD.B..549 , 47 STORM DRAIN EASEMENT D.B. 3.333, P. 450 5.45 D.B. 5121, PG. 644-675 035791 \ g AAo 1XISTING iz SANITARY SEWER TO REMAIN STREAM-EXISTING 30'PRI ATE LANDSCAPE BUFFER EASEMENT - SSIONAL� 11/2/2 V, - A �V A -- —EXISTING TREELINE(TYPJ _D.B.5121,PG. 644-675 \ \ o \ EXISTING SWIM FACILITY EASEMENT EXISTING VAR. WIDTH PUBLIC I 5 44 75 R EASEMENT Q \ \ \ % a D.B. Tizi PG. LANDSCAPE BUFFER 3 \ \ D.B. 51u, PG. 644-675 - / STORM DRAIN EASEMENT % y D.B. Sin, PG. 644 675 j / EXIST R/W (TYP.) / \ \ \ \ EXISTING EDGE OF PAVEMENT TO BE _ -- _ _ G \ \ \ p D / / v] I v \ EMOVED & REPLACED WITH THE - _-_ _ - � - - 6 _EXISTING 12" DID WATERLINE IMPROVEMENTS TO POLO GROUNDS ROAD EXIST - / 1 - � y EXISTING VDOT STD. CG-6 \ \ e \ \ L - - - - - // / \ ASPHALTTRAI J -- A EXISTING POLO GROUNDS ROAD _ W EXISTING VAR. WIDTH 'UBLIC� \ PHASE I IMPROVEMENTS- - - - - - - �� - - - 27+0 r,7 -�-__� -I =I - W STORM DRAIN EASEMENT 1- - - - - ---- _ 26+�00 - � - L u - z ` D.B. Sin, PG. 644-675, � - - - -- -- ------ -- -- �- �� \ 2 +pp � � J i Z) ---- W _ --`- ¢ ' �. _ - iu ui �� C O \ \ — — _- W -� W -- — - - \ — — — 25+00 � Lt. — - W - -� — vu m F \ _ -- - EXISTING FIRE HYDRANT —— — _STATE ROUTE 6 POLO GROUNDS ROAD — w r �W� -- / — — -- — IDTH= =45 P — _ �_ _--- -- - --- _ — - za+00 \ — _ B z W ----- — ---- — ---- — \ —\ �� ® - --- -- - 23+00 / — W 5 D SPEED LI � zo a i / \ EXISTING z4" CMP CULVERT &HEADWALLS I;' I I II \ \ � EXISTING EDGE OFF P. 63 / � -� � _ \ \\ \\ ,w � Z ` I \� HJ I BE REMOVED & RE _ _ MAIN T \ PAVEMENT TO RE XISTING FIRE HYDRANT / 22+00 - o Oo Oo O Q-� �� @ O = o EXISTING GUARDRAIL REPLACED �°- l RO P� F i - - O OO O TO REMAIN Oo QO / / / / -�' OOuj o \�Vp5 — — _ � o � �� c� 1 0 0� � � � / _ 00 o , \ G ,35M - - - - \ - - QO o / EXISTING VAR. WIDTH PUBLIC_ \ \ �Q O 643P0 p �\M\� - - - - \ - - - STORM DRAIN EASEMENT -,,SP$�Q�.D.B. 5121, PG. 644 50 EXISTING VAR. WIDTH PUBLIC STORM DRAIN EASEMENT EXISTING ioo-YEAR FLOODPLAIN (TYP. _ - �/ r r4 EXISTING SWM FACILITY EASEMENT 'D.B. 5121, PG. 644-675 CROCKETT CORPORATION TMP 04600-oo-oo-oi8Co ACRES \ 0 z DB 6z4r PG / \ i93 / \GRAPHIC SCALEL9 Q _JU / _ � - � -- -- � / � ( IN FEET) � / / / -_ \ V / / 1 inch = 30 ft. �: Q Co 0 TMP 04600-oo-oo-018Ao v v v v \ \ � / / / / / / v v \ \ V A \ v / / / / / -- v v — — — / / / / / / / / v -CHARLES R. & ELIZABETH ANN — v v A v \� "OGLESBYHAUGH \ \\ \\ \ \— -- �/ ///// / / \\ \\ \\\\\\ \\ \ \ \\ \ \ \\ // /// / / \ \ / / o D.B.,1333, P- 459� / v V v � / / \ \ \ \ V A V A — -- / / / v v� / / oL — -EXISTING 30' PRIVATE LANDSCAPE BUFFER EASEMENT \ A _ v — / / / v \ A \ \ \ V A \ A �— / / / / \ V \ - - -- -- — / / / / / Q Z '.) _D.B. 5121, PG. 644-675 v -�/ / \ \ - - A v _ Lu TMP 04600 0o ao-oi8Ao v — / �/ > J - W �� _ �_ -� — — — / / / 3esv I I I — — — — — — / ' / / / / V A V CHARDS R. & ELIZABETH ANN / — — � (� � O _ _ _ / \ / / _ � A ,.,/ �,/ - / / / / / �/ / �/ / �/ LL Lu _ / / / � / \ \ \ OGLESBY �IAk�GH / / / / � � 0 D.-B�i P. O / / \ \ \ \ 333 45 / EXISTING EDGE OF PAVEMENTTO BE \ \ \ \ c / EMOVED & REPLACED WITH THE \ \ \ \ \ \ \ / / / / EXISTING TREELINE (TYP. 29.92 ACRES / / / / // / / / / V7 �� A -/i / / - - - IMPROVEMENTS TO POLO GROUNDS ROAD \ V \ \ \ / / / / A - - - i / i i i �/ / / / / L9J 06 LLJ— \ �� LLJJ- 28+00 V XISTING STREAM J Z \ \ \ EXISTING R/W (TYP. _ \ /i/ / i ♦ i LJJ -EXISTING 30' PRIVATE LANDSCAPE BUFFER EASEMENT \ a - _ - / D.B. 5izi, PG-644-675 - \ \ \ \� i� - _ _ _ _ / / / / � ,EXISTING EDGE OF PAVEMENTTO BE l J - U - - - - - - / / / \ REMOVED & REPLACED WITH THE Z - h - - / � \ \ � � � � IMPROVEMENTS TO POLO GROUNDS ROAD i/ XISTING iz" SANITARY SEWER TO REMAIN - , ♦ ~ / - o o \ \ - - - \ - 3ptpp \ - _ _ - - - - - - - --EXISTINGSTRELu A / \ i �� i i �/ �/ LLI \TO BE REMOVED & CULVERT REPLA& HEADWALLS- - _ _ - _ - - - - _ - - - - '�fvF� \ i �/ i G i ' ``' L (� �--1 - -� - EXISTING z5"CMP CULVERT &HEADWALLS= — -�� c i'% � � 36 ♦ � %� j�� - - - - w TO BE REMOVED &REPLACED -- \ \ - --- -EXISTING GUARDRAIL - -- -- - TO REMAIN QO EXISTING EDGE OF-_ - \ - __ / - 00 i // / �- ♦" \ \ PAVEMENT TOREMAIN�- - Lu o / — -- — - ---- ---- — O E ROUTE 6 P I— STATE POLO GROUNDS ROAD _ WIDTH= o' SPEED LIMIT=4S MPH_ p — ' /EDGE \QO S � � - -EXISTING OF w D'B 481, PG. 263 / - _ - -- /�PAVEMENTTOREMAIN, - - = - - - - - - Lu / "_ \ \ \ \ - \ - _ _ _ - - - - - - - - i - ✓ / EXISTING GUARDRAIL JOB NO. TO REMAIN 182150 _ _ —-CR�CKETT CORPORATIO �l \EXISTIN ioo-YEAR FLOODPLAIN (TYP. - - __- TI P 0LF 00 00-00-03 -- - - -5� �� - - / / - -- SCALE rr — — — — — -- PG 193- -- — — , \ — — j — SHEET NO. \ - \ \ XISTING PROPER Y LINE (TYP.) TMP o 600 00 00 0 \ \ ^^�, TH "TER \ \ \ \ / / PORTION OF EXISTING — - — — TMP o4600 00 00 o2g68 I y WY ODD I o % ASSOCIATION C. __- / / R/W TO BE VACATED-- , CROCKETTCORPORATiON o W v C V A \ EXISTING ai" SANITARY / / A D.B. 6 PG. 2 6 / o C, D.B.5512, PG. 0 \ \ SEWER TOR / \ / i 3 VV A \ / / 534 " y \ �, / � v v � y �SCOTT R. LINSZ EXISTING STREAM \ �\ \ / / 0. 2ACRE- �� s \ v o vv _ �� / 11g 69AC�ElS� / � Lip. No. 035791,E W / o \ / EXISTING PROPERTY LINE (TYP. w 11/2/21 TMP o- 60o-oo-oo-oi8Ao _ T C� EXISTING STREAM 4 1,/ / / \\ ° �0 I EXISTING ioo EAR FLOODPLAIN (TYP.) U / / / W y1y y y SS70NAL S CH RLES R. & ELIZABETH ol / _ EXISTING 12" SANITARY SEWER TO REMAIN EXISTING TREELINE (TYP.) / ANNOGLESBYHAUGH / /— \ _ D.B.1333, 13,450 i - s I /- — — —�\ \�_� o ,.ING o' PRIVATE LANDSCAPE BUFFER E ( ! / / Oo po Oo po ASEME � ! �-- 29.92 ACRES D.B. iu P _�i—' — 5 Apo EXIST � A NT 9.9 - _ � = 5 G.644 6751 EXISTING R/W (TYP.) ' / �Yf W y EXISTING o-YEAR FLOODPLAIN (YPJ�/ // � ��\ �///'� '�� / - � _�� — — \ �v v � � — � / / � � w EXISTING EDGE OFPAVEMENTTO BE REMOVED & REPLACED WITH THE IMPROVEMENTS TO POLO GROUNDS ROAD S EXISTING PROPERTY LINE (TYP.) // /// / �/ / i ' \ / c i / — \ / �� — — W i v z l EXISTING GUARDRAIL - - - nvrrPorc �.= Z at g 30 / / TO BE REMOVED - -- _ — / O _j � 0 > 43+00 — U - / 44+00 EXI 'w U f Q _ — V1ca I� 38 380 / / / / i� / G O LIJ -0 / j Woo E OUTE 3PE LIMIT' H--L- - -- � Ln � � � —i _ ( 4 - ~ q wa / - Op / G STA pTH=50 S ED _ - — -- — �V — — — — EXISTING y8" CMP CULVERT - ) 0 � 63 M - — — — — —_ s� o E E PAVEMENT Op /J� J p.B•4g1P; i \ I TOBER O REP -�� m Ln XISTING EDGE OF PAVEMEN / 40+00 - --- — \ \ E� & -- _ . ¢ > _ \ —� 1--1 _ — — _ - \ EM LACED- \ \ \ z � REMOVED &REPLACED WITH THE \ 6- � T i _ IMPROVEMENTS 39 o / / / - - \ — \ \ — POLO GROUNDS ROAD- � / \ J C \ W a �A �" �� I LLu r)) 1i Lu U_ > o l / / / \ \ \ \ TO BE I WIDENED IN THIS AREA \ Z --- 3g+0�� - � z 37io / \ \\ TOREMAI GUARDRAIL EXISTING GUA rf1 / Op — / / — _ _ -- _ ——/EXISTING72"CMPCU ERT&HEADWALLS_- V �VAV V A N / / — — — — REMOVE & REPLACED XISTING STREAM TO BE REMOV \\\ \ \ \ irn _ — rn- 9 �— — — — — — EXISTING EDGE OF _ �_ _ -- — — / EXISTING STREAM - — PAVEMENTTO REMAIN \ ^ aQ — - - -- -EXISTING GUARDRAIL EXISTING PROPERTY LINE (TYP.) — — — . m - TO REMAIN \ \ \ \\ \\ \ \ \ \ \ \ / CROCKETT CORPORATION \\ \ _ _ — — — - � -- --- -- -- -- - - TMP 04600-00-0o-o18Co /W o ACRES DB 62PG 1 V v V \ 4, 93 �I V A� III v v �A \ A\L9 Q ti J c� a, m rn Q TMP 04600-6o-oo-oigB8/ y I I \ \ v v CROCKETT CORPORATFON ® CAPHICCAL�- f D.B.5346iPG. 2�6 / �� 1 I I I I I I \ V A \ v v 30 o 5 3" 6" __�� _—___/ /// // / //// // �� v / rn W / 11 .6 AC E/S / o � /// / W 9 9 /I� w I II \ / / j/ / \ /04 / EXISTING PROPERTY LINE (TYP. _ _ / / / / //// /�j / /// N Q I v i _ / / CoJ I I V A - 1 inch = 30 ft. )DPLAIN (TYP. EXISTINGS STREAM W y WOW \ \ \ �\ ( ) / y W y y I I I I I \ MONTGOMERY RIDGE OWNERS ASSOCIATION INC \ \ \ W I \ o� W I 1 C/O W LLIAM J DALTON j// / I O — - -�o� TMP o46Do 00 00 000Ao / %/ //i /-/ - ROPO ��/ J 4.10 ACRES , \ — // // / / / i i // i ' (t\OG� / J / \� \ O R� �CRI�� -EXISTING \ s s DB 102 PG 2 Q SEWER TO REMAIN / \ 4 47 VB I O �� \ // / ' �\A I 0 iivv�� I I I I \ L9O C!) EXISTING EDGE OF PAVEMENT TO BED \ �cp\� S A _ v v v v /// // i I \ \ A \ J 06 / G coMM$ / / EMOVED & REPLACED WITH THE \ � v _ v v _ _ _ — — v�3 v v _ v v v v / //// //// v ' \ V (n IMPROVEMENTS TO POLO GROUNDS ROAD \ — — \ \ \ \ \ _ EXISTING 21" SANIT RYA 45 SEWER TO REMAINLu _ C LLJ XISTING EDGE OF PAVEMENT TO REMAIN / ul TD 48" CMP CULVERT ) a7+00 / — �� = _ _ _ _ v v - // // \ U) O } (3.SA4Py CDRf�E- )VED &REPLACED _- c L u Oo 48+ / �� _ - �� _ y v / / / Z �I _ 00 I —I Lu p v - / / — _ = — \ Z Lu v v cl- \--_ x / / v V A \ U�_ CO lO W 'A EVEV MENT--r / ~ ( \ s \ \ QO - — _ \ \ \ -- - — — \ Lu THIS AREA / Q \ \ \` EXISTING EDGE OFLu \ \PAVEMENTTO REMAIN 3�� \ — \ — — — _ \ / _ — -- 1 / EXISTING STREAM \ \ \ \ ` \ \� _ _ EXISTING PAVEMENT STRIPING TO BE MODIFIEDWITH \� \ \ I — — \ I \ \ THE IMPROVEMENTS TO POLO GROUNDS ROAD \ \ EXISTING GUARDRAIL p \ I\ TO REMAIN \ ------ ---- _ ---- --- -- \ \ \ _ - _ _ \ \ E ROUTE _'_>-- z» \ \ \ \ O uj �� A WIDTH, 643P�� -- ��, vv A v o 11Z \\ 1 \ _ \ \ \ \ \ \ \ XISTING TURN LANE TO BE EXTENDED - �SO. SPEED O GRDUN- ,� \\ \ \ N \ _ Q \ WILLIAM A WELLS \ \ \ \ _ \ - 481 P T-45M ROgD \ \ EXISTING PROPERTY LINE (TYP.) \ p Op \ `'`5 \ \ \ TMP 04600-00-00-023Ao \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �63 PI l` / \ EXISTING 22" SANITARY SEWER TO REMAIN 4.79 ACRES \ \ \ \ \ _ \ \ L F DB3977,PG52o \ \\ —\— \\\ _ \\ o w \ \ \ EXISTING zoo -YEAR FLOODPLAIN (TYP.) JOB NO. �NA \ QO v v v v v v v v v v \ 182150 _— — —_ SCALE \ \ \ \ \ \ \ \ SHEET NO. � v � 1 „ 30' oo 000 ov p� �� \ 4 -� \ \ Op op z E -i up 370 TIMP 64600-oo-oo-oi8E2 TIVIP 04600-oo-oo-oi.Mo -77 CHARLES R. HAUGH CHARLES R. & ELIZABETH ANN &E.J.OGLESBYJR. EXISTING AR. WIDTH PUBLIC, OGLESBY HAUGH- EXISTING STREAM sc LJNS Z d 7 1 N EASEMENT , D. 0 , , "? I ) U. b. 5121, PG. 644-675 XISTING 12" SANITARY SEWER TC D.B. 3-333, P. 450_--� D.B. 5492, PG 6 S ST V .4 T.RMDRA 5.45 ACRES j TIE IN TO'EXISTING I REMAIN , FEES sse ---- - ----- lo'ASPHALT PATH 'GRASSSTRIP-- ROPOSED3 *03 7 REMOVE PLUG & TIE IN TO _)�EXISTING30'PRIVATE LANDSCAPE BUFF' ME EXISTING 12" DI WATERLINE 0�11 �5 /' _R EASE NT PROPOSED22" CL. 52 DI WATERLINE — A �u �J70 X D.B. 5122, PG. 644-675 PROPOSED VDOT STD. HR-:L 2 PROPOSED VDOT STD. CG-6 (TYP.) /_CH� 2 (TYPE 111) HANDRAIL _:Z-_EX_lSTING R/W PROPOSED MODIFIED VDOT EW-2 RO POSED 3.o'ASPHAI EXISTING 2o'ASPHALT TRAIL TIE IN TO EXISTING CG-6 CURB & GUTTER INSTALLED W/300WINGWALLS z \ , tip � �l - C:_ WITH PHASE I POLO GROUNDS ROAD IMPROVEMENTS F- EXISTING FIRE HYDRANT - __ - — — - — — — ____ z -EXISTING 12" DI WATERLINE 0 u EXISTING VDOT STD. CG-6 U) U) EXISTING POLO GROUNDS ROAD— EXISTING Rl�z ------- - ------ < PHASE (IMPROVEMENTS - ---- ---- --- ---- 12 u 26+50 27+00 27+50 < --------- -- 0 6 EXISTING STREET SIG EXISTING VDOT STD. CG- W ------------- - --- 26+00 Lu o 3 ---- -------- W ---------- 28 0 0 W 5+5 _j F ----- - ---- -------- 13 �+oo 0 u I ICI7�/ w --- -------- Z// Ln 2 \\EXISTING FIRE HYDRANT w ------------- 369747,Ta�� 25+00 -------- L� R+so > u -------- - --- w _G_RNUNDS ROAD----�— Zu 2: < ------------------------ 0 1 '24+50 -------- — ----- STATE ROUTE 643 POLO Ln Co 06 EXISTING S --------- 0 z _IP- F/C. ED LIMIT=35 MPH 0 1. PROPOSED SPE 'n =, " --- VAR WIDTH Z 0 50 0 < u 0 23+ Lu > Ln F- 0 ---- C� �1� --- q I _)� EDGE OF < EXISTING Lu STA. i PAVEMENT TO REMAIN, O_�O 0- 0 a (0) --- 2,2+00 PHASE 2 POLO GROUNDS ROAD CONSTRUCTION go 'n 4+90 0 L �zo I _>�_ a 0/ T ) 0 REMAIN O� uj --- ---- PROPOSED MODIFIED V W 2 - ------ O\J\NV fIDTH PUBLIC DOTE - w Lu 0 (11� 0 EXISTING GUARDRAIL 50 EXI STING VAR. W Ln STORM DRAIN EASEMENT W/30'WINGWALLS C3 > )\-OLu \)C EXISTING POLO GROUNDS ROAD ------- D.B. S122, PG. 644-675 rnr ro PHASE I IMPROVEMENTS PROPOSED VDOT CL. Ai RIPRAP LINED OUTLET , z ROTECTION WITH FILTER FABRIC UNDERLAYMENT ?,ro tk-- L-12'lW:i-8',W2=14',D=i'MIN. J, EXISTING ioo-YEAR FLOOD. -All 0 Z CROCKETT CORPORATION TIVIP 04600-oo-oo-w.8Co - ----- - 79.5o ACRES d D13 624, PG 3.93 CY) < _j L9 Cl? Ila_ (y) - ----- - CHA GRAPHIC SCALE z, TIVIP 04600-oo-oo-w.Mo --------------- 00 RLES R. & ELIZABETH ANN 30 60 ZZ OGLESBY HAUGH _-4 08' 3 10 —1 1 1 5 1 C) LL] D. B. 3 �Z NOTE: CY) .333, P. 450�------ ------ �406 AREA TO M 04 lo'Vl �"2 ACRES IN FEET 1 inch = 30 < >- -- -- ------- ----- - < -------- — — ----------- 1CL _j TIVIP 04600-oo-00-01-Mo >_ > CHARLES R. & ELIZABETH ANN W R P ED 12" CL. LLJ S2 DI WATERLINE Lu EXISTING R/W R X OGLESBY HAUGH ------- PROPOSED FIRE HYDRANT .-B. I ---PROPOSEb3'GRA D 3331 450- ASSEMBLY W/ 22"x6" TEE -W�w --------- -- Z 29.92 ACRES Lf) 06 ------------ NOTE: WATERLINE PIPE DEFLECTIONS SHALL BE USED IN THIS / / \ \ \\ - / / / // / / /� ------ - --------- 'AREA TO MAINTAIN ADEQUATE SEPARATION BETWEEN UTILITIES _j /64'R PROPOSED FIRE HYDRANT--- (D < 27+5o PROPOSED VAR. WIDTH ASSEMBLY W/ 22"x6" TEE z LU 28+00 DRAINAGE EASEMENT EXISTING STREAM 0 V) 8 PROPOSED 12" G.V. 36�< PROPOSED VDOT STD. D. Evv-1 \ \ \ / / / / / / \ \ i i� (D +00 J78 ROPOSED 3.o'ASPIHALT PATH _j /PROPOSED 3.o'ASPHALT PATH C u TM-B sv3�+0%U) 0 < )POSED 12" G.V. PROPOSED VAR. WIDTH PR( PROPOSED VDOT STD. CG-6 (TYP.)- XISTING 3.2" SANITARY SEWER TO REMAIN— J z DRAINAGE EASEMENT _j 0 L 3o�oo EXISTING STREA Lu Lu ROPOSED3 GRASS STRIP _PROPOSEDVDOTSI ry) ISTINGRJW — — 376--_ EXROPOSED MODIFIED VDOT EW-i- ---c — — — — — —174�b+oo-3 C_ -- —PROPOSED 12" CIL. 52 DI WATERLINE uj 0 321-00 36 Lu -EXISTING GUARDRAIL 0 TO REMAIN EXISTING EDGE OF- --- ----35+00 PAVEMENT TO REMAIN �0 ------ 32+oo 34+50 7 VR C) Lu 32+50 33 - +0 34+C 1 C) 33+50 COY® -EXISTING EDGE OF STATE ROUTE 643 POLO GROUNDS RO ---- - --- V) 0 PROPOSED MODIFIED 11 VDOTEW ( 2, VAR. WIDTH, PR AD \w/3o*WINGWALLS 5V 0 a _0� -1 - I OPO w PROPOSED VAR. WIDTH PROPOSED SPEED LIMIT_ PAVEMENT TO REMAIN DRAINAGE EASEMENT T=35 MPH (0) - - ------ Lu PROPOSED VDOT CL. Ai RIPRAP LINED OUTLET I w z C7) 0 w PROTECTION WITH FILTER FABRIC UNDERLA 0 40 PROPOSED MODIFIED VDOT EW-2 0� ___j62t_ � STM- ------ L=22', Wi=8', W2=24 0 _J6 6-- I(n I D=3.'MIN. �YMENT. --c --- Y:_JOB NO. --X- Y Y-Yy�� W/ 300 WING WALLS EXISTING GUARDRAIL TO REMAIN 182150 CR KETTCGRRORATION SCALE -0 EXISTING ioo-YEAR FLOODPLAIN (TYP. PROPOSED VDOT CL. Ai RIPRAP LINED OUTLET — — — — -- -P - ROPOSED VAR. WIDTH ROTECTION WITH FILTER FABRIC UNDERLAYMENT 1 rr =30' 79---5oACR-ES _. I L--3.2', Wi=8', W2=25, D=i'MIN. 62 -RG-193 DRAINAGE EASEMENT - ----- 4j� SHEET NO. ----- ------ ----- 5 SANITARY SEWER BYPASS PUMPING NOTES ''\ \ 1 I I I�iv IOO \ ' t IOO \ < FUTURE PUBLIC GREENWAYTO BE DEDICATED TO ALBEMARLE COUNTY PROPOSED CONCRETE HEADWALL i RIONTRACTOR SHALL SK OF INFLOW INTOINSTALL THE THE EXISTING SANIORARY TARY SEWER SYSOUN D IN DRY TEM AND TO MINIMIZE CONSTRUCTION �ER TO REDUCE THE� OF ZMA zoi800011 --- WITH 45°WING WALLS - AL SUBDIVISION PL SEE DETAIL ON HEFT 1 B io' A AT, PER PR z ROPO TIME/EROSION. R MAIN BETS SPHALT PATH z. 12" SANITARY SEWER MAIN BETWEEN BrkHIPolo-i-iA & BrkHlPolo-i-i SHALL BE PLUGGED AT BOTH NOTE: THE EXISTING 1z" SANITARY SEWS WEEK BrkHlPolo-1-1A & BrkHlPolo-i-i % \O° MANHOLES. TEMPORARY PUMP -AROUND BYPASS SUCTION SHALL BE LOCATED AT BrkHIPolo-1-1A SHALL BE TEMPORARILY REMOVED FOR THE INSTALLATION OF THE PROPOSED DUAL 5'x5' \ OO AND SHALL DISCHARGE INTO BrkHIPOIo-i-i. CULVERT & PROPOSED PEDESTRIAN TUNNEL. CONTRACTOR TO PROVIDE A TEMPORARY P 0460o-Oo-oo-Oi,9$9 \ \ I @ PUMP -AROUND TO ACCOMMODATE THE TEMPORARY SANITARY SEWER MAIN REMOVAL. BROOI<HILLMASTER 1 \ \ SANITARY SEWER BYPASS PUMPING CONSTRUCTION SEQUENCE SEE NOTES ON THIS SHEET FOR TEMPORARY PUMP -AROUND INFORMATION. \ " 1. COMMENCE WORK ON EXCAVATION AND INSTALLATION OF THE PEDESTRIAN TUNNEL ON THE I \ - w ASSOCIATION � � --- -- � � ` I EXIST EXISTING EXISTING 12" SANITARY SEWER TO REMAIN NORTH SIDE OF POLO GROUNDS ROAD. I 1 1 \ \ �O XpROPOSED VAR. W W �i , . 303 � o 2 z. BYPASS PUMPING SHALL BEGIN AND THE iz SANITARY SEWER MAIN CAN BE REMOVED. ? RES' \ s EX -SA - 3. UPON COMPLETION OF THE NORTH SIDE OF THE PEDESTRIAN TUNNEL, THE 12" SANITARY SEWER 1 DRAINAGE EASEMENT \ \ MAIN SHALL BE REINSTALLED. A LOW PRESSURE AIR TEST SHALL BE CONDUCTED ON THE I I I �� \ I� y PROPOSED ii" CL. 5z DI WATERLINE yPROPOSED CONCRETE HEADWALL * I RE -INSTALLED SANITARY SEWER AND AFTER THE ACSA INSPECTOR HAS GRANTED APPROVAL, THE / \ \ PROPOSED i I I 1v WITH 45° WING WALLS - "V \ BYPASS PUMPING SYSTEM CAN BE REMOVED. \ \ \ PROPOSED zo'ACSA / \ \ SEE OR IL ON SHEET 17A y UTILITY EASEMENT 4. THE SOUTH HALF OF THE PEDESTRIAN TUNNEL SHALL BE INSTALLED AT THIS TIME, NO BYPASS I SIDE SLOPESTO BE REINFORCED y-'/ w y -- PUMPING REQUIRED. �j WITH CL. Al RIPRAP 344.34 .-%n \ j BrkH4Pola-1-1 S. ONCE THE PEDESTRIAN TUNNEL HAS BEEN FULLY INSTALLED, CONTRACTOR SHALL INSTALL THE \ SOUTH SIDE OF THE DUAL 5'x5' DOUBLE BOX CULVERT. NO BYPASS PUMPING REQUIRED. PROPOSED VDOT Ai RIPRAP LINED OUTLET 6. ONCE THE SOUTH SIDE OF THE DUAL 5'x5' BOX CULVERT HAS BEEN INSTALLED, CONTRACTOR PROTECTION WITH FILTER FABRIC UNDERLAYMENT STM-661 � aokROPOSED 12" 11.25°BEND . � / PROPOSED V[ SHALL BEGIN WORK ON THE NORTH SIDE OF THE DUAL 5'x5' BOX CULVERT. L=40', Wi=4, W2=15', D=i MIN. 7. BYPASS PUMPING SHALL BEGIN AND AND THE 12" SANITARY SEWER CAN BE REMOVED. / IPROPOSED VDOT STD. ES 2 8. UPON COMPLETION OF THE NORTH SIDE OF THE DUAL 5'x5' BOX CULVERT, THE 12" SANITARY SEWER MAIN SHALL BE REINSTALLED. A LOW PRESSURE AIR TEST SHALL BE CONDUCTED ON THE / / )— ww — w w RE -INSTALLED SANITARY SANITARY SEWER AND AFTER THE ACSA INSPECTOR HAS GRANTED APPROVAL, THE EXISTING ioo-YEAR FLOODPLAIN (TYP. / i : o B = y 35 35° -15' RCP f ' I I 35 � .. BYPASS PUMPING SYSTEM CAN BE REMOVED. PROPOSED VAR. WIDTH --- DRAINAGE EASEMENT ° 2R z, 4 r ' /� SIDE SLOPE i _ NOTE: WATERLINE PIPE DEFLECTIONS SHALL BE USED IN THIS � ) � `" S TO BE REINFORCED. � i � __ — �_ AREA TO MAINTAIN ADEQUATE SEPARATION BETWEEN UTILITIES. - LOCATION OFTEMPORARY SANITARY - / / WITHCL.AiRIPRAP -12g2 io' VERTICAL SEPARATION REQUIRED BETWEEN PROPOSED > - 35„� R PUMP -AROUND' _ i \ - END W/L PIPE DEF_LECTfON DISCH 12, — WATERLINE// _ — _ � &EXISTING SANITARY SEWER MAINS / � � y� ��Q_ _ , - � , , 42+50 / ROP ED PROPOSED ion_ASPHALT PAT 42+00 P OS iz" CL. 52 D WATERLINE / w / s . + o 13, (+1 5 -PROPOSED PEDESTRIANTUNNELCROSSING R S STRIP BrkHIPOIO-1-z 1 1+00- _ PROPOSED FIRE HYDRANT ROPOSED 3 GRAS IP / y 4 T(H) x.io'(W) RC BOX CULVERT ASSEMBLY w/ 6" lz"x� ' _ / " - 'START W/L PIPE DEFLECTION , - _ -PROPOSED VDT STD. CG-6 (TYP.)- - 0+50 — STATE ROUTE _ - -WIDTH=S ROPOSED 12" V. 4°+Oo PROPOSED D AL 'x ' io +50U 5 5 3 - - ro END W/L PIPE DEFLECTION�3g RC BOX CULVERT 344 - PROPOSED CONCRETE HEADWALL _'�� /� _ -- — — 2486'R 3g+oo�! _ w -- / / SEE DETAIL ON SHEET SI O - 3 - WALLS � WITH 45°WING WA � - - 38+5o r GHT p�T�NCE-5 / / STM-66o M,yy .A 13 o° 38+0— / PROPOSED 'DRAINAGE -- — o NDS OA o R D - - - OL ^ _ M WITH WING WALLS � III � �"' �d� PROPOSED VAR WIDTH - - 37+00 --- 37+5° � Oo O Oo Oo po po / O PH \ P ED CONCRETE HEADWAY L\ RAI\ G EASEMENT Oo ,� OO__�m GROU AIL TM Bi_ @ OO O OO �� C0 P _ IT-35 SEE DETAIL ON SHEET i A �g - Z 36+5° — START W/L PIPE DEFLECTION TpTE ROUTE '+ QSED SPEED I IM__ / PROPOSED VAR. WIDTH ROPOSED VDOT STD. ES-i rr► _ _ � � / —_-5 WIpTH,PROP - // � � DRAINAGE � �'\ o C ■ - @ — _ - — VAR _ LOCATION OF TEMPORARY SANITARY SEWER SIDE SLOPES TO BE REINFORCED _ 3y `ti / PUMP -AROUND/ WITH CL. Al RIPRAP - _ --/ \ PROPOSED VDOT CL A I EXISTING EDGE OF -- -- PROPOSED VDOT CL. i RIPRAP LINED OUTLET . Al RIPRAP LINED OUTLET ° - - PROTECTION WITH FILTER FABRIC UNDERLAYMENT v PAVEMENTTO REMAIN- PROPOSED ROAD STRIPING— PROTECTION WITH FILTER FABRIC UNDERLAYMENT --- --- --- -- - L=45', W1=30', W2=55', D=1' MIN. _ W1 4\ Wz=1 =1 L8 , o'MIN.D ' EXISTING GUARDRAIL -- - EXISTING STREA TO REMAIN \ N \ CROCKETT CORPORATION PROPOSED VDOT CL. Ai RIPRAP LINED OUTLET u'1 PROTECTION WITH ER FABRIC UNDERLAYMENT TMP 04600-oo-oo-oiKo L=n1=0oo',DDMII — 79.5o ACRES �\ \ DB 624, PG 193 �/MP 0460b-oo-oo-olgB$ \ / CRQCKETT CORPORATION � y FUTURE PUBLIC GREENWAY TO BE DEDICATED TO ALBEMARLE COUNTY D•ER• 534'6, P• 256 )AT TIME OF FINAL SUBDIVISION PLAT, PER PROFFER #z OF ZMA 201800022 illllop4l is 69 ACRES W W WATERLINE TO BE EXTENDED WITH THE ay DEVELOPMENT OF BLOCKS 26 & 17 �. w 'SANITARY SEWER TO REMAIN PROPOSED zo' ACSA- _ y W y UTILI TYEASEMENT O 3537E 36 / j v / V PROPOSEDVDOTCL PROPOSEDTYPEA 5410rci_�— PROTECTIONWITH F PROPOSED ROAD DRAINAGE SYSTEM v BLOW -OFF \ \ _-,� -4' L=35', Wi=15; D-i MI 7 f \ PROPOSED VAR. WIDTH 2 DI WATERLINE 3g ♦� v-� �' DRAINAGE EASEMENT y OO ` ROPOSED STREET SIGN05 % i S �' x n " XISTING STREAM, ---PROPOSED STOP is^RCP � \- ROPOSED io' ASPHALT PATH -" . y ly POSED VD0T STD. �G-izB� / 0 � z O / - 53 58TC 353 EP ,QO OO ROPOSED VDOT STD. CG-6 (TYP.) ROPOSED MODIFIED VDC D, CG-6 (TYP.` '�(Q as3 err - PROPOSEDPROPOSED VDOT STD. F (TYPE III) HANDRAIL I SCOTT/R. CbLLINS'Z Lie. No. 035791 ,1�- p 11/2/21� o&IONAL E�Gl •Y $ 353 EP It P 0 J H _ � C 5a.5y EP 1s" RCP �s'f' V / u 2 ' 35a 83 EP �— - _ _ _ _ ca PROPOSED FIRE HYDRANT - \ - %TC TC ROPOSED i" 35445BENDASSEMBLYw/1z"x6TEE - O o ¢-' C C — M H u LLJ 43+00 43+50 PROPOSED VDOT STD. izB v' 44+00 44 5o/ U ■ H\ a / < 5+50 u uj 13' w/ u 1OLO GROUNDS ROAD PROPOSED ROAD STRIPING \ s li u =ED LIMIT=45 MPH I — _ - F81 P. z63 35� STM-B o PROPOSED s MODIFIED VDOT EW-7 — - ■ \� \ EXISTING EDGE OF / v ■ \ \ AVEMENT TO BE EXISTING GUARDRAIL 1 WIDENED IN THIS AREA ' TO REMAIN 1 \ \ \ \ PROPOSED VAR. WIDTH ( / \ \ DRAINAGE EASEMENT .� Il N N N o m '" r4 � n � \ \ PROPOSED VDOT CL. i RIPRAP LINED OUTLET V PROTECTION WITH FILTER FABRIC UNDERLAYMENTLu Z \ < \ L=So', Wi=iS', Wz=zo', D=i' MIN. EXISTING STREAM IT- i` J \ M _ (M 0 W w W y - w y r y W GPvaPHIc� CAOE w I 1 1 I v _ PROPOSED VDOT CL. i RIPRAP LINED INLET \ I-� \ \ \ A 3° ° ��5 3° b° / /� �� \ Q ,�,E SYSTEM ° PROTECTION WITH FILTER FABRIC UNDERLAYMENT V A V _ / / / �� \\ Lu y \ A \ ( IN FEET--) - v \ / / //� / / /� ��\ �/ V N �p y ' L=35', W1-i5', D i MIN. ROPERTY LINE @ A _ _ PROPOSED VAR. WIDTH w DRAINAGE EASEMENT W W \\/ N / ,\� / , w W y'" �, y y W �"" W W W I I I I I 1 \ \ 1 inch = 30 ft. - _ \ / i / j /// ( Q 2 ROPOSEDSTRE6SIGM ooW y\ \ - - A i ///// /�� / > Z / - w� - MONTGOMERYRIDGEOWNERSASSOCIATIONINC v _ �/ / ///// / \/ — \ �� XISTING STREAM� \ // / / /// A w \ PROPOSEDio'ASPHALTPATH \ CEO WILLIAM J DALTON ! ----- --- \ ///�� / / // L.►.1 1 Oo 352 y b, \\\ \ v v J TM-B 1 W W TMP o 6Do-oo-oo-000Ao _ \ /� / // O / STD. TYP.) ROPOSEDMODIFIEDVDOTEWW7 ��W / / \ 4.ioACRES 7� ROPOSEDVDOTST w 4 PROPOSED VDOT STD. HR-i� ( \ \ \ ` DB 4102, PG 472 \ \ ` \ \ // / j // / \/ GOMER PVB�\C \ I I I \ w J lv_II HANDRAIL (TYPE I ,,..✓✓ 3 PROPOSED io' ASPHALT TRAIL TO STOP AT STA. +io AND ONLY V v / // / / / pR• --- L L 4 �XTEND EAST AS SHOWN AFTER OBTAINING PERMISSION FROM THE V V PROPOSED io' ASPHALT TRAIL TO STOP AT STA. 45+28 (PROPERTY LINE) AND A V // ///� // / \ \ / O V) 06 ;ADJACENT HOA IN ACCORDANCE WITH THE APPLICATION PLAN ONLY EXTEND EAST AS SHOWN AFTER OBTAINING PERMISSION FROM THE / / I L9 J I ADJACENT HOA, IN ACCORDANCE WITH THE APPLICATION PLAN- \ \ // /// // / / \ \ /� I \ -6 (TYP J LLL ROPOSED VDOT STD. CG /V\ A \ \ \ i STD. CG-12B PROPOSED io CG-6 CURB TAPER + + _ - - - _ TIE IN TO EXISTING EDGE OF PAVEMENT +So_Lu I 46+00 - _ EXISTING EDGE OF PAVEMENT TOREMAI \ \ \ \ - O SIGF jT plSrAhl � - - 37a� ` o ` ` \ \ 0 5o CE_ o-' - (n 0 5 0_e / � j I --_ 48+00 1z'---- ----_ \� �\ \ �/ / TM_67o UT _ 48+5o 3�'9s� - - _ \ -_- - — \� \ \ / / ul > - �- 35 � -- \ 1 \ STATE�� / / W -- -- - -- _ W \ \ x -- E 643 POLO _Lu \ VAR. wIDrH P GROUNDS ROAD — 11' - - - _ 4$*75 _ 0 J �I� s \� \ ~ \ O PROPOSE SPEED LIMIr_35 MP \ - - _ _ - \-� ��% \ `� \ F_ lO W-,�z ■ �� - - — v _ � / Lu - ■ \ \ \ s \ EXISTING EDGE OF C\ / \ _ \ \ J ~ PAVEMENTTO REMAIN \ \ \ _ _ ` - \ \ \ 21, \ / / \ W \ I \ —SrEXISTING GUARDRAIL \ \ � � \ \ \ � � \ \ �� \ � - _ AT � � 1 \ TO REMAIN �sOo \ � � \ � \ \ \ \ \ \ \ \ EXISTING PAVEMENT _ -- \ ROUTE \ � `'I" I fLET / I 1 \ \�\ �- \ \ \ \ STRIPING TO REMAIN WIDTH, 643 POLO V \ N ~ V I _ \ - -- --- \ \ \ \ \ _ D'e PEED LIMGROUNDS TENT - MIN. �/� o ` \ \ WILLIAM A WELLS \ \ \ \ \ \ \ \ 481 P. �6 T-45MP/1 ROAD w / `EXISTING STREAM I O \ TMP-04600-00-0o-o23Ao 3 \ \ \ ' \ EXISTING zi" SANITARY SEWER TO REMAIN o \ `s \ ACRES \ \ \ � \ Lu DB 3977, PG 520 \ \ \ \ \ a \ \ ` \ EXISTING ioo-YEAR FLOODPLAIN (TYP.) \ \ 182150 0 SCALE @ — SHEET NO. @2 \ \ -� v v v� 6 Z- �� \ c a- vZ- 01 \ a m \ ----------------- \� J - ------ I l - `24+00 \ " ------------- 23+00 - y 2-2+00 O \ -- GRO MPN - / ` PO\'O 11 35 21+\ o / _ BEGIN PHASE 2 POLO GROUNDS ROAD CONSTRUCTION - STA. o6N SP W ' W — In-- T-� - W- W� 28+00 _ z , y+00 _�—_� \ V 1 G 1 \ \ 4" SOLID WHITE 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM @ 40' SPACING \ \ 30+00 3.7 \ 32+o0 - --- ------ \ \ 33+00 STATE ROUTE 643 POLO GROUNDS ROAD WIDTH=50', SPEED LIMIT=45 MPH D.B. 481 P. 263 �5+00 1-- 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Qa 40' SPACING -- 1 7-7 � ------ H, W W- SCOTT/R. C$LLINS'Z Lie. No. 035791 ,� pow 11/2/21� tiS10NAL V;�Ol 26+00Lu-_ - o Q Ln STATE ROUTE 643 POLO GROUNDS ROAD W - Z ca O - - - WIDTH=So', SPEED LIMIT=45 MPH - - _z z 0 a - - D.B. 481 P. 263 J _ N z _ w u' 4" SOLID WHITE LINE �' W ce 34+00 GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Qa 40' SPACING _- 35+p0 4" DOUBLE YELLOW LINE WITH 4 IN BETWEEN & RPM Qa 40' SPACIN( to 00 to 33+0 Gam, / 36+p0 / un / ,mil' �♦� � � i ♦ "SOLID WHITE LINE W N � � QT N N z Lu a z`Y' M N Q — co O N 1--i w W0) N (n N Q W> Ld z J J > Q d � � Z L90 cn V) zz L) O 06 W LU LU Y C7 Q O ul U W z LL] 1 M H J � w LU Q 0 J O w N 0 uJ U ~ 0 w w a � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 7 4" DOUBLE YELLOW LINE WITH 4 IN BETWEEN & RPM Cal 40' SPACIN( Z= 37+00 o r-_ -------` — -4- mm m m- / / iIGN y" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Qa 40' SPACING VE@4� — 1 LINES / LIMIT SIGN (35 MPH) / (MUTCD - R2-2) FA 39+00 SPEED LIMIT SIGN (35 MPH) (MUTCD - R2-1) -r-_-----------__------- to -_ I I i I ) I 5 II II I 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Cal 40' SPACING SOLID WHITE LINE 24" SOLID YELLOW LINE Cal 4' SEPARATION BETWEEN LINES 24" SOLID YELLOW LINE Cal y' e SEPARATION BETWEEN LINES — '----_ SPEED LIMIT SIGN (35 MPH) ____—� _ _--------------- (MUTCD -R2-1) 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Cal 40' SPACING "SOLID WHITE LINE 47+o0----___ ------------- _------- --- _ y48+75 "SOLID WHITE LINE STOP SIGN \ — — (MUTCD - Ri-i) e � 4" DOUBLE YELLOW LINE WITH 4" / IN BETWEEN & RPM @ 40' SPACING / r, SIGN 4" DOUBLE YELLOW LINE WITH 4" N BETWEEN & RPM Cal 40' SPACING T // SCOTT/R. CbLL NS'Z Lie. No. 035791 ,� p 11/2/21� o� :slOnrer. E�Gl o J43+00 / 4— 44+00 2+00 "SOLID WHITE LINE GRAPHIC SCALE / ;o o g 30 6o / / ( IN FEET) I / 1 inch = 30 ft. I 24" SOLID YELLOW LINE Cal 4'_ SEPARATION BETWEEN LINES SPEED LIMIT SIGN (35 MPH) / (MUTCD - R2-i) o II EXISTING TURN LANE TO BE EXTENDE STATE ROUT \ WIDTH; E 643 POLO \ So; SPEED GROt j p D.B. 482 p 2/6/T=45 MPHOA R \ D zLu (=/l ------------ O z 0 Q �_ t LLJ ' In uj �~ ce V) 1u .� w N N N 0 m .y r4 � n � Lu Q CM ZM 0') a, 0 N Q ® CM O N TC)CY)T W N N CI) N W � z J Q Q > Q 0- L9�� U O oZS W LU ,,°nn� V Q Lu O ulU) H Z W W i M H J --- w Lu C) �..� O N Q G Lu I 0 a w = � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 8 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL THREE 3 COPIES OF THE TEST RESULTS SHALL BE Pavement Design RF= 1.0 Location ADT HCV Design CBR SSNI Dr Surface h a Intermediate h a Base b a Sub -base h a Dp ADT Polo Grounds Road 6220 2 6240 4 4 21.13 ISM-9.5 1.5 2.25 IM-19.OA 2 2.25 BM-25 4 2.25 21B 12 0.6 24.08 () SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED 1.5" SM-9.5A PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR SURFACE COURSE APPROVAL. 2" IM-19.OA J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN INTERMEDIATE COURSE EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4" BM-25 4. GUARDRAIL LOCA77ONS ARE APPROXIMA7E EXACT LENGTH, LOCA77ON AND APPROPRIATE END TREATMENTS WILL BE INTERMEDIATE COURSE '4 FIELD VERIFIED AT THE 77ME OF CONS7RUC77ON. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS NOT 12" COMPACTED AGGREGATE W SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN BASE COURSE, VDOT #21A GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. COMPACTED p�� \ �\ 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO SUBGRADE VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO ASPHALT PAVING - ROADS VDOT STANDARD PE-1. Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE NO SCALE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL MI NO PROJECTION OF PPE ABOVE GROUND LINE BE NULL AND VOID. TOP DF ME% TOP OF Flu MP OF ILL 9. ALL SIGNS OR 0774ER REGULATORY DEVICES SHALL CONFORM Wl774 7HE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND = dNMND °E _ ��.. .... NNxo LE _ NDA D LINE . 10.7RAFFIC MANUAL. CONTROL OR 07NER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN,N ': EMTM ROcx d+ � rr EYRT" IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE o 3.6alq BEDDNESAFE AND CONVENIENT ACCESS.31 """R"11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS 4N. +nD D YN.M.D _ - DETERMINED BY VDOT FOR PUBLIC ROADS. X D x efpprN °" ""/ BEm,14 °" "E ° 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL NORMAL EARTH FOUNDATION fMd"p4I%. 14" ROCK FOUNDATION FOUNDATION SOFT, YIELDING. OR CUT AND FILL 7RANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES OTHER UNSUITABLE MATERIAL 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED PIPE PROJECTION ABOVE GROUND LINE INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC7ON SHALL BE CONDUCTED IN ACCORDANCE IAL 1.5 . D K IA . o LN ,A F D w. 5 . c MIN.1.5 . D YIN.1.5 . D WITH VDOT"S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. '°" °` RLL '°' BLL I ROAD NOTEAS:• - • - •4.: . "; N CR9DING SJN FJNLAWED,N - GRO ERWm L �pPdAL -LIK 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE 2020 ROAD & BRIDGE STANDARDS OF THE _ - - - _ - VIRGINIA DEPARTMENT OF 7RANSPORTATON SPECIFICA7ONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON E'"r" NN ND 1 !N EL°"G METHODS OF THIS PROJECT. 1M.InD D x D x IHOTEGRIµ 15-DPE„ O_ x sGL YYN.6-. MN, I/ID D t, - MENIR. EMrx 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD IMEMANNC MN Y"' MATENa A FOUNDATION SOFT, YIELDING, OR RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY K17H SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ENGINEER. ® BECWNEW M2 OF THE RROAO AMC ERNE ® EMBANKMENT NOTES: J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. 07HER BBBD"°mm& EMRA NOTES W WE EDDxG TREES AND VEGETA 77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. WITX $ECTIDx SDz OF THE ROAD AND BRDEL WON UCTT We OFF'En¢E HUNG AND °maocE REGULAR SECT AIL` OF THE x Wd0A E NsED" SIMALSCW FS GEPIPE NERAL `RIGS sPECVICATIDAS 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION sPECIRCATft N SHEET 1a]GD 0 TO PLASTICCLPPE I I N R.&L Cul"i[ SIITTE REGULAR 3D°"] ICU TR°°Ri➢ EWsxm GLASS cDKopMNE rD WE OF THE SUBGRADE. eNC lu MAI PLALm DIRECTLY AND BRIDGE spE06,CAT10N5. pT NET PPE MD B" REALM BA FLL MATERV . NFREEATE 9S 25 MD M N Iz" OF MASS L BACK ELL MTERML IbLD IN R,cE OF MASS 5 IN MCCflD E WITH SECTION Me OF THE RAID AND ERNE WY BE BAGFILL, n jJ / Al A,Z41Ar46! ELECPIGTINS. xv= INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE 1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ROADAND =ME STANDARDS FEET I Or 4 PENNON DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD A" ONE (1) FOOT. 1I7.01 VWXNA DEPARTMENT CF MANSPNTATIN EE, 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE nK-,.IA FIELD COND17IONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. Pavr�r�°NT 5 4 D SEE Ere 1 ,. -( i --I-- -I -- ,X,L ,. .i ��- I ` I SHAPE I. RE ARDI WIIX L:giiM FLAN 1-1;------------ - DO "°r BEVEL NVERi 1 C 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE �� NOTES: 1. •N' RAY RE EM ED NR "X- NE,JYIfs A... E 4-.HERE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10 THE DEVELOPER WILL BE REQUIRED TO SUBMIT FORA Q WOULD FROM E MOVE SHOULDER LPG. NO ENDWALL PROJECT (ROVE I0.L 4Wf, B. BEVEL 4 REQUIRED W THE AT THE IKEi MIND CF THE ENGINEERS APPROVAL THE PROPOSED METHOD OF CORREC770N. GAMEfIDRI p!C SLOPE. OR 51NULOUOF p. CULVERT (WHERE iHE FLOW EMER3 lK WLVfWi). T ( RS THE C 1. REAL ALL AT THE OUTLET END OF THE CULVERT MAY FLOWN SQUARE THIS N WY RE HELM DR NT x RARE. BE QUENCH off REVEL EWE. 2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE TEMPLATE AND COMPAC7ON BEFORE BASE IS PLACED. S kL CAST IN PLACE CONCRETE TO BE CLASS /J. FOR PRECAST 4£ MEET 10,.0z °.ON SHALLOW FILLS, WHERE ENGWALS ARE 1.OR LESS EFFORT SHOULDER LDKAI HE TTE F THNL WE EADWSMALL CONSTRUCTED PARALLEL TO THE 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION CKls STANDARD TD USED ARM sM.M cRosuxcs AND AL EK-TOO P CXNffEH MAY RE TANKER ON AL EWES AT MNAIFMIURERS CPTW. FOR TYPE 1, Il, OR 111 PRIOR TO PLACING AGGREGATE BASE. 5 AM STIRLED N AL AREAS EXCEPT NKRf A COMPLEX WIN (AWAY, 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS EW-1 Ew-1A BEGINNING AT THE COMPLE770N OF THE INSTALLATION OF THE AGGREGATE BASE IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. 7HE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTA7ON SPECIFICATIONS 9. ENCROACHMENT.POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL S7RUCTI7RES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ENDWALL FOR CIRCULAR PIPE CARRIER OF PPE CULVERT tt' 15, IS" 21" OR 24" r" OR M 3]" OR 36" A C-6. 0'-6• 0'-R" C-R. 1'-7 1-0" C I-.. 1-7..1.-,. R R R 6" R-. D r-a I-3 r 6• z 0 z 6" 3-0' F a-6- O.6 ..-N. O-Y U9^ 09" H 9'-3" P.T• 3•.2•• I.-R. 4•-r ..-IF L 4,-0 5,.0• 6,.0•• " , AC.a, IE,.a, 6 .-1/- o-1K' D•-z- W-YYe- A_'Ple P-0e CAC TAMS OF MACHETE cDRE We US °wvz M- 1aN z.On z.va C.Y. RPE 0.7 0.5Y1 0.IN 1.398 NeXT 1 3.H5 ENDWALL FOR ELLIPTICAL. PIPE WE M ELLIPTICAL IK CULVERT (SPAN . RIEI 23^.N• ]0".1B' 34 MM" 3R'124" 4Y'.37• 45".21Y' 49, 132•• 53"W' R o•-5- C-9•• 0'_1O 0-11 0•11 1-0 1-0 r-0" T-C e ra" r-5^ r-0" P-5• r-9" r-IN' r-n^ r-T" C Y-0" 114 R-1" Y 4 R 5" R T T-5" 2-9" D r-r 1 r 1-19' P p 3-3^ z s z'-N' 2-1S- F a-R• O'6 0-Y' S 9 D-9^ D 9' G-M' S-9^ H r-. Y-]•• r-r Y-9" 4'-0" 4'-r r-5- 4_3- L 5•-5" T-z" Y1" R-Y" 1P-2- 10,-Ir' 1Y-r' IP'-n• 5 1•-11 Y-6- 2'-10" 3'-2" 3'-6" 3'-P 4•-1•• I.-,.. O O'_zii" °'-Yb" V 3Jz" O,_4" Q,_I/," (Y-4%' D. 1. o'-wa" b W R W-m W-SX- D, 3.. W,-SjR ..SHE- 4 -4r, CLOSE TOPICSECONCRETE9CONCRETED CONCERNEDaOJe d055 1NR LUNG tall Y.IN 2.512 3°d 10' 2" COMPACTED SM-2A ASPHALT 11 I 4" COMPACTED 21-A STONE BASE ASPHAL T PEDESTRIAN PA TH NO SCALE (5' MIN.) 4" CONC. 3000 psi MIN. ii/i / i l \I 1 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE NINE m E Ew-z.. NOTES RREVELED N• 1. FOR1. TAM erHAT. DILEt61C%5 NO V0.WE5 FOR ... PR ES (STANDARD M-2) ME SHEET z W 3. Y. PAS EF DIIEELM NQ Y0.WEW TOR ELYIICK II��\\J/J� D PIPES 3. EW-w SEE AEET 3 DF 3. ` y/ WWHY(STANDARD 3. THEIrEv YAr WE.CUNT DR cAsr N PLACE. DETAIL A ♦. ON EIwtON MLXL w C EroW/LLE Na Y OR LEAR DfLOW sIMMA➢DEW ONS TK rCP CP TK ExxYILL N5 �p COMISTR1CTED ISRAM To TE AWE B. NL CAST d RA£ WNCIEIE TO BE CLASS AT L DO MADE 01 FOR PRECAST SEE SHEETS HOLM ML NEW. P/yLRr J\�\\y�� B. N IN CASE SHILL TOP OF EMWML x MOORE RL {��L-/�/�/� SLKE, dTCN ATEPE. SIKRECAR p t r. TIB Sr m WE Ibm NIIN sTRMCXr IXW7C5 I� MD 96W 111LLF5 i0 B'. A /V v 5 °' MIST OFFOR TO SENELDDED N DETAIL B PEER SO PER CL6'C'C'TY. p C1MIAM S. HEMWNL TO BE °EVNl9 N NL MFM EXCEPT WHERE A INVERT MO NI"]EWxK1yAF/JO/CCCCIRE gcOWLLETp�WITH TK 'd RVo I! EWLKVFAT'"ELD.%ER& IAA liE RAW TE"� CLEMENT. KM'NAL AT THE WM1ET RN OF TK CULVERr LNY R 6THER $ENE EWE OR RTEL m , _ .. 0� N. bIMFER WY BE NNVEEO M AL EO@�` AT JCTMERE oPTPN. 021, aE TETA.A 1- A' RCAI �I I N•PrySECTIONA-A +I 1 9Ir °� END ELEVATION SIDE ELEVATION E EA�IN STANDARD ENDWALL FOR PIPE CULVERTS s42" - 96" CIRCULAR AND 60" x 3811 - 10611 x 68" ELLIPTICAL PIPES F- C ]D3 ..A CEPMTEM CF TRMSPoRTATSN TABLE OF QUANTITIES META B to' 4. z.s, ,ASPHALT IGAABB I, LME SIDEWALq STNIpI WRB& UTTER) DI-]M1 SO.3C 6- fi7wrwm 17 N1]Fi7C7 NEIM111TW,.,r'�INT.]39�..1•B1�1f:7[P�A, MR77 E1�0 iRE)• iFL�Nseeis� 0®Nseso�dl�""" Fla0®oc¢� ofra= "fatF?i•sE'S©Qra�ata.Tia•�F� rAxefEIT1f1f nrIDzEc3.�t t o1�n1 f �f rraiifr f61OWIM f0][T10 or4IIRZ'd1ft7E17f013F-11fCr EID1ir1¢aors••a fi-T7 i:1rIFT-1111T 1fl f�f(I rOT�SS�)rfFr E4fir>I1116 111 lydrfEl Nraorra r"1 1111171MEFTIMERa"f�m�an i r761-•1fEIR!"�clfZ='NW 1 �0Eaao070"1 oNEMEF71 svr fEIF "� �r-rr.II,af0® callE f4 fET'1 i itFTl EbraO�i ra.RRT1fl �0®o�E R ofra� r7fETl OrKTO lEZ=E7ra7E'r3�1rr1E f0®of'ro1RI 7oEFT-MlT71 Es.i!LS117Eaflt•$.t• f0®f f="�f rLr t•mr.:m r f r'JflT#>1fLEF7f7®Or3fiRS•9r7E .ID7far�-.1r1i$"JO�©EREMET:f nr1ff-i"rTiWIr1fQ1•f a'1r1FT1EfT>t��f%1cS.i1'IS•�r.1r.?b-w�faFS "r?Q•"Jr"fa fia•rS.rr rV1 rTs1 t[FTl i� r(l'� r'l .� r1 f44ia fOIS-J r�1 t$'Y r1 fali ia• rS'a 11771 IrJrFT>IElfit•f�fia-ir1cSJ!ISirgi� C K]UMfPrMIME?Q7 W71r=Fr3:')rr1EZ.f1nM3FMrlr$'ir1f14�7EERY•MF-M rarFsiEi:t•Of�mrif'i. r.1f�.t•t0®r�1r?Q�o�©rL".rr1_S1 rF1rTF>IfTXFT> "� tr3.iRf:a^ar>tr?b-wflfOrID-arlra'Jrrl�fFar , rT•1E(7f[R:1Cf fr3'J�FlrazEra,�rlEa.�far?asarrrre•",arrsrl,sa.rra f[Ei1 NOTES t DEAW OF NET m TO E SNDYN N PLMN. r. N ♦ X BY SHRINK MUSEUM AT APPROPRIATELY tE TOSS MCA MAY Z M . . z. THE 'UP MALAWI MCI ON THE STANDARDS L ADJACENT IP' C-0 TO E POROUS AMEIN TO ANDORRA MIAMI To PREMENT AFTEMA THIS r!CONCERN JONn WEIFPLY ONLY TO WRAC NA NATTER. E"ND,A4�ll M. iFTFEM INTNOr THE WTFAL WE °Ef�'E"T x. MANDATE MANA ES SHOWN AE FOR DEPTH WE TO TIC TOP OF THE STRJCTUE. RM "H" OEx51ONE AK APPROXIMATE ONLY 1 3' NMAIER WEEP HOLE TO E LOCATED TO WNx 10T YA,rERA. WEEP NUH NI er Y-U^ N. PACE. THE AAlNr ... BY PIES MAT E ENNTm TO IN EB NATINC PURPOYS .I 1K ACTUAL 1Y'XN' PLNTN IIKAWIAE ttOTI "MESH ONTNN TRUE HIES ION NETS OF W NT EEH W MHAU E DETERMINED BY WE cOMRMTUR FRN FBLD CONUTONt. N .AVM® A..'Jr. CWEIFA OAT' MMAR 4 {ERN NMWME CLOT( AN= FAIRLY T. TE NATMEL DEFWN:T DEPTHS MU N 9NTHMT C.3] (SAME YMS E CNGETE FOR EACH FEET OF DEPTH 1 IIIEH MPECXED ON THE PLAINS IN S THE M TO E sIMFFA N IttOROµCF ANTI MTMO/AD OF THE STRIKTDE. IT, LFNOTH E ASLE RON N SxSWH ON SHEET 1 S-L TIE .. N ..YENWRNL C MD AC. WTEIDSS ARMEXTA I. THE... 5 To E N THE MPOSY FOR THE STRUCTURE. 9. NU RE .. STEEL MU L HAYE A CUMNL OF r. OF z ro L..' AT AN .Ilr S E LIS (UFO WEIX EE"OTf4 LENGTH CE ONE(11 BM. N TE ANEW rE n T W TE DRFAL 10 NU FE .. WELL To E NT CLEAR . NL CPFLEN° SY P•. 1L ALL EUED6. BMM TO EW6 k PLY A NEVER T TE BOTTN a STRUCTURE TIE xMEMr OF nE srNNr1E 9NALL E SIINYO wnH DV Or .ATM TE TO 1I. U.I. PLYS WNW�� Is m Be DASS N IMOO MARC mcw DOGGIE A TO E 1U. NXEP NET B IIRRA x r-0• EOMN.6Y:F Cr NET A TO AH ED TO CWFQ TO IATRI STAR. N Po OF WATER 4NO PSL WARNING CAN. NOWNIC4PALAILNY i'EFNALEESS'NCOFNLEONk AN C. LOW H E AIM Q) NL. N EMAY C E TIRE SNPIR 5 TO E INCLUDED M TXE RD PACE FOR TE STRCIMA. SHOWN N RAR v. P NET Is CD N d HAS 1. EA ARE m E R1oMEA (META H S ♦'-U" N NEAIX. PN ETNA ME 4lNDNN ST-L CUBAN. 1. Be STn x 1. N... S TU E OYTRO NEE ETKI. A.THS AM WAY E PEGST N CET-M-PLWE. M. 15p C E TWS w WIM A�KE NM ATMs s"MwN N nA ERMx a., SrtCIFICATKN A MAY OF THE NIGNK nNEO ND SIDED NANW° Is ON RE M THE CENTRAL OFFICE. REEETECE xv= 9PFITICAINM RpgeKF ` �T STANDARD CURB DROP INLET STANDARD ENDWALL FOR PIPE CULVERTS ROAD Mp sW4E slMOARos RD AND, BANE 9TAWMM NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE IDS 12" - 36" CIRCULAR AND 23" x 14" - 53" E 34" ELLIPTICAL PIPES - 5.3" IT 3 10R Rn61N DATE SIGH + of 1 12" - 30" PIPE: MAXIMUM DEPTH (H) - 6' REVISION DATE SHEET R d PROPOSED TO BE STATE MAINTAINED: RgxA DEPARTKM QF ZO DLM EEY MIT NR" MA DEPM N °TRANSPORTATION °♦,0 d-]A,.%. Ex.. KEYED C, 2A E%pMSKM JONi ]'-10" F°R DEIALS CF INLET JONi FDA P COVER BON: °F SPEWAN i ` .7 JOIN: BINS - APPROACH ° fWiiER •5 OUSELS, B" LONG RR415sSLE TLFR N IR" LC OXSIRWTION IW1A '•'� fL5 RAN TOP OF 4 - I CURB I 2` R 6` IF 1' F Nk. 4, 1 J. A } 7" W - 1 1 r a . -. -. -.. ,t[bY�TF �- 1' 6' 2 STANDARD CG78 -6 STONE #BA E6 UNDER CURB & CURB & GUTTER CHECKED BY VDOT PRIOR TO NO SCALE PAVING AND/OR BACKFILUNG. NP-Y 0%-4% 10' 4 5 NSPXALT �I'A65+1� ICG 0 - 13' SIDEWALK) STRIPI CURB& -- RRAVELLAX UTTER, TYPICAL STREET SECTION - lVAR. WIDTH Rll#r (POLO GROUNDS ROAD - 28t50 TO 30f00 & 36f00 TO 38f00) 30 AfPN DESIGN SPEED NOT TO SC.4LE) --'_' O%-4% 0s6- 46 a .' Ass (EDSR Go' 13'(MIN.) (TRAVEL LANEI IU _T,r` &(TRAVEL LANE) .ILE....L. I START GUTTEPo TYPICAL STREET SECTION - LIAR. WIDTH R/Y (POLO GROUNDS ROAD - 25f00 TO 28*50) 30 MPH DESIGN SPEED NOT TO SCALE) 2% OR6-4% Go 4 z5. (ASPHALT (GRASS-NURx& LTRAVELY LANE) SIDEWALK) STRIP) CUTTER) I% 4% 13'(MIN.) IIRAVELI,wE) TYPICAL STREET SECTION - (VAR. WIDTH R/#Y (POLO GROUNDS ROAD - 30*00 & 36f00) 30 MPH DESIGN SPEED (NOT TO SC,4LE) 04e�_4°� OPo_446 TYPICAL STREET SECTION - (VAR. WIDTB RAW (POLO GROUNDS ROAD - 41*75 TO 43f75� 30 MPH DESIGN SPEED (NOT TO SCALE) ]% -.,--� ORB�_4X5 - o45_y446°46 0' 4. 5 ' cRM u' 1 MIN. I ( ) IgSPXgLT (GRgES 3 CURB& RAVEL LANE( 1RAVELLANE P sDEwALK STRIP VAR. I I GUTTER( WIDTH (PAINTED BUFFER) VAR. WIDTH RIW TYPICAL STREET SECTION - iV.4R. WIDTH R/W POLO GROUNDS ROAD - 44f25 - 4I J 30 MPH DESICN SPEED (NOT TO SCALE) SEE 5 NNMD i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. BAs G . v" � v, ° "EJ'::ER P J°'"' le - 1 Al 0 ♦ BINS L 6••6••6" -BINS ° I-" SAW -- TSEE�W�E EH L D, MM 13.1 MAY Bj I k�\ VEL IMF 4 i EWE OF Fp51MGM P,VEM WIDENING 3 JJ} ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. MB B n77 gIIIIIIIIIIIIIIIIIII g E^ p$ P7 0TH •� �„ ' n n �' " WITH BUFFER STRIP HAS DETERMINED w PIE iii. CONSTRUCTION OF THE CUTS AND FILLS INCLUDING FIELD DENSITY TESTS BEFORE PLACEMENT OF ROADBED BASE / """ """ ' ' K MS D'R r BAR WM( COurX0. JOwT • Sr / LSE T/EF) A (SEE TIBLEL TpySillpx pJirER Pµ SL014 LLL0m:1HIdIEXRMP LE.LX TACK CO,T TIE pROPOaO CUR MATERIALS. IRA . WiiER PM 9OR CN.I.JU NN JONi 9. N KI LAYEpSPR Po mAP LLi YER9 o I' ,wrE 5 r0 mn rxNlucX RAw LE.m Eurrep PM MMIY.0 SLOPS zW Iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED " SECTI 7!7!:=777�; GTANCE ViiER FINE °F CURE B- I. R'-o- A A MUCENO wU PpoPosm suBB/SE AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. BW' fI PLAN NEYEDCOAST,"I TNFAW ______________________ Ia uAY. /' a FERMI CURB WITHOUT BUFFER STRIP •A WMPEO BARK E WRB i� L-VMIMLE - MM.lO� ♦ CWPICTEO SINPFNC MITI mX EXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT R•.O• B• R•.6- B•• S•.p•• p• FFEY B ;3 M?vEq ry CONSTRUCTION JOINT DETAIL v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE APPROVED PAVEMENT DESIGN W. uA' R'YIN. Np[ A REMOVE ENSTIXG NRIAi LAYERS i0 EXISTING SUSASE AND REPLACE N1iX PRGPoSm MPXNr MOAN. LAYERS PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND m e SECTION A -A LANE..'..LT® PROPOSED MAINLY 1'/, INCH MICx A$PXAi SURFACE DOWSE 15EE NOTE 5) DETELTNIE NMNAM AA `ME PfRM�BLE EWK THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. EL - ° _ I- A �, CpN$TRUCTIN • MINIMUM IR INCHES.BY N MER ISER AS E 3E55MY i0 MINT THE FULL iNCXME55 Or Ex5TNG ASPHALT LAYERS I BMs F a TINT As DETERMINED er cGRFs LSE x°rE 31 YS- R ROLE N 'BARE E JONi CAGE WALK �R1 �� DEEP IDLE FRONT ELEVATION - - Ww Vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL - - IW*HER Euo°EDT Y/ - 3`.0', 6" BM$ B - - A= NOTES: Sx'/- SENT PLATE SECTION 0-8 SECTION B-B 1, p$pXNLT PAVEMENT WIDENING SHALL ME A PAYMENT DEAN IN ACCORDANCE WITH CURRENT VDOI PREEDURE AND E A4mVED BY THE ENGINEER. INSPECTION. GEAR NM NOTES ONE DRFcr1DN ONE DIRECTION i EXAMINENi N F R PN T PM Y M WI NN HAL MEET OR EXCEED 1 DEPTHS AN TYPES C, i LAYERS F EXISTING PAV M. WITH BUFFER STRIP i 1E DESIGN 0 ASPHALT E E OE G 5 L THE OEP s 0 Es THE L E 5 0 E 5 G EME FOR GENERA NOTES N THE ETERML° IMMUNE SURFACE. WITHOUT BUFFER STRIP MUSSURFACE MANAGE OF THE EXISTNG AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. "R 1 SEE SHET 1N W. ivFE A XOEE ELUL SXkt BE USED WITX CC3 D GC-R STANDARDS • L3' -x3• "N A p RAMP Ni i 1 FEET. 3. q YNIMN OF IMAGE CORES SHALL E TMEN kdLL rK CENTER OF THE MJpLENT TRAVEL LANE TO DETERMINE 1K TYPE AND iMK'NNESs OF EXISTING vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE / /, '�• R THE REWEo LENGTH OF PARALLEL M s LIMITED o s EE . GKLNptFO ` T1 PAVEMENT LAYERS 1xE5E CORES SXAL E SHINED NO MORE Trvµ 500 FEEL MMi. TYPE B NOSE DETAIL SHALL BE USED MIN C4-P L CG-8 Siµ0MD5. TYPE q NEGµClE55 CP E SLOPE. TYPE B " X 4' STUD SHEAR CONNECTOR WELDED 3. GETTER PM SHALE BE A YANINM &d OF zdl AT THE RAN °PEA.. i 4. WE 0110 RA i ENT HEN SINFUL BE MLLm q UNLESS DEPTH °F 1' x INCHES A01 RERA4EU WITH M NPHAi SVRfME COURSE 70 MOILH LINE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. T T „.r0 GALVANIZED PLATE FDA TYPE q t0 E EH ON M NLGLE OF Sy JO' 0 ARGUE RO P C-C. <. OVOCNk PLACEMENT IS a PEPoIRIFO. PROPOSED PAVEMENT MOEHIHC sU1SME COURSE ULE55 WNVEO BY /rvE ErvGUNEEB. �P CdINFCTNS AND 6 i0 E AICWED WITX' "N NETS SHEAR WELDED i0 EXl PLATE Ar R'C-G /X NOSE DETAILS = , S, WE EXGINEEP NAY REQUIRE THE MILLN4 EPTX OF FREE IX6TH° PAVEMENT TO BE MRAim TO ACHIEVE M ACCEPTANCE PAYMENT CP°35-SLLPE . PAVENWi Viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS DIAA L d-� a-x MANNED PAVEMENT AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. i-� f� ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). I I - - - - - Row-- 1 _ I I _ -- H- FLOW 01 FLOW I .. � DETAIL WHEN USED FOR ME I BUMEs ADJACENT TO CURB FEW USE N BAGS BOTX SOfS i0 E SYMEIRICK WITHOUT GUTTER MO EFFECTIVE SURFACE DRAINAGE. MAN OSSWAK N°SSWAx 0, EXISTING PAVEEM ANSI MD MMKTHEER9 WITNN TPROJECT UNITS SHALL E ESTORED SUBJECT 10 THE APPROVAL OF THEENNWER. 1 ] ALL AL ATIEi H"LOCA"TME SMALL BE TESTED 15NG A TO MET STRAIGHTEDGESE PAVEMENT TIE-IN SEALE COW W TO THE REQ"TS IN ACCORDANCE WIN THE REGYEMENTS10OF SECTION 315 OF THE � REGION 315EXCIEFT 'OF TH FROM EFT., MATINS vRICWTF I NOSWkK TWO DIRECTIONS SMALLER RADII TWO DREcr�SLLARGER RADA WITHOUT BUFFER STRIP WITH BUFFER STRIP xVOCTT SRCPICMM �V=r A WPY CE iHE NICINA SEAM Me SIGNED ORANNG A W RE IN THE CENTRAL OFFICE. I� `Y/IJCJT SPECFIGi STANDARD CURB DROP INLET EFEENE ASPHALT PAVEMENT WIDENING FEWER ROM AND BxDE IVANDANs ROM AND ReWE sLMOARA CG-12 DETECTABLE WARNING SURFACE mM Mo BASE sIMOARos sxEEr 1 DO z REVADx DATE 12" - 30" PIPE: MAXIMUM DEPTH (H> - 8' xv SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION uz s1En 1 a + REVNON DATE FOR WIDENING SUBJECT TO TRAFFIC n5 p4.09 OB/I° VEGNA DEPARTMENT OF MANSPoRTATIN Y-'R RD.OS 04/18 NRVIA DEPARTMENT OF TRANSPORTATION NUNN x]Oq VNNHI, DEPARTMENT OF iRpSPNRATON Go 12 1 WTE:CNPoNENTS M CURB AMPS COMET OF THE FOLLOBOW: I NOTES: EW-] LG-11 XYI:RMLC MI MI SIDEWALK UNPIN IN IWHE /AEA N BWME YARDED /gA .iEN WHEN A PEDESTRIAN ENTRANCE RITE GENERAL NOTES: cELNr[crTAB TABLE LB SURIAGY"III N MD. FEET) _ _ _� t DUM111Es AWN Mf FOR aE e61wxL. ,_L_ DRESSES A WLERCIA ENTRANCE - LIRE CROSS YO°f SXAL: BE 3X fN r r L RE/SE REFER !° STNONip F1FP SHEE! NIA4 FN NL EE1Nd13 NOT OVEN IH TABLES A SEPARATE PAr I D $XULD .x F FEET 1. WE DETECTABLE WAIN. SXAL BE RNYLm BY rRNCATEO OWES. 11 MD O s E E BNNAASp FOR EACHCURBMIT RMP. 1 rX5 IIEY YM E RECA4f N CAST N RILE. I A z. ALL DfrecTAEE wxall. SURFACE MoOucrs SMALL NET THE HEDuwEMEMy a �'I R T OF SECIIN 506 OF THE SPECIFICATIONS FOR CCN DETECTABLE WINNING SURFACE. BCM''W RMP N:1 MAY ..STIEEI °ACX $ME 4MMNG GENERAL NOTES ART E HOWARD SUPPLE PRODUCTS IhT WILL BE FROM TXE MARRIAy 46t MAx . ON SWLLOW RLS. VIEW EIDWAIA NE r N LESS BELOW 9NIILER IIE.TK TOP RAISES TO E N AS MANURE RDMNAY (SF£ WIDE 3) APPROVE° PRODUCT LET NUMBER ]3. OF M ,C., SXAL: E N.IWLTLD PMILLEL TO llE OR/LE Ci .M. I. MEX UEO M WXJIALIION WON STMOMO W-] _ _ OURYsrcEM ` ---- N L°-].TXE DNB FADE W TX5 STANDARD 6 TO S. .OP. SIDES or CUE RMP WY E PWRID W" II"ILALY WITH RAW y 1 AL CAST IX PIKE WIIg M E ELMS M.MR R T SEE EFET NUS. -� Flow. ON RIM: E MASTED i0 YRTW THE YONTMIF DAB FLOOR °R BY IN. IEwIw3S'BE WWTAEIIN .KIIXI WITH REQUIRED BM3. CdEK.URATION. 0 4' CG-R OR .AS AWL TW E EWWNL RIMCI AWVE FILL a0 DITCH a °R 4. RED SIDES BM$ ARE i0 BE Me. x B" PLACED r®IiER TO CENTER AOMO 1 IM11KI Ll4 ,E. WL / I T b BOrx SIDES OF TIE RAp FLOORMD-DEPTH Or AMP FLMR. NINON WAG, R. SE STMOAND .-1S FOR WXB RMP GeV. TD E CCNNETE COVER }/". SRI MINI x B4 MOM gIIIX x, rM STNNMN TO K USED WM STRMgS Cm55W3 AN SAM ANGLES TO XRI _ _ I � SMwU,A USED WITH THE STANDARD. dMRE BINS - SOfNAN s. WMw.r cwe / cIAM AND GUTTER SLOPE TRANATNW ADJACENT TD Are TYPE A RMP. ME NLLUEA N PROMINENT FOR CURB / CURB AND GUTTER. 1 C®r CP ela FDI CIIM. CNiRG TO .LIA6 N MICE NEW m PFR GAIC YARD :SEE - - - - PERPENDICULAR �0 CDCEiE- WlE s: . j -CAA-- NPAVEO.PACE C CUR R RARE ME REQUIRED FOR MCI AND SIMm OEM PATS. THE WNTH W M I y,H PLAN VIEW FLOW LE 3, I NUDE PAYMENT MERY MY E LOWTRIILLIZ TO THE THERMOS flMP SXAL MALE 40ENAK WIDTH. w1EN CUM PUMPS AS USED N / y 1 KM'AAL TO E E H AL MEW EXCEPT RLP"E A WKMCr NTX .I AND -- 'N R/w LED IEWEPT MY .UB4RKT ... CAN . COWAN CTIN MIX A SHARED USE PATH. THE MINIMUM WIDTH SELL E WE WIN N y. �Y Y�Jf�fy":1SY1Wr'1X l (NP1R�M' N.LIALS ONA. �`------S:�--- EOURW FOR NYHINE PAYMENT WNCX CM BF OF THE SHMm NE HAM. < "y y v1R{'1TrA' Y 9'9 S'MN S x1 OEgYCO CRML C%XIFIDM EMITTED w WE ENTRANCE.) T. 0 THE S w US P SxAL Exrf W rK FULL wOrx OF THE '�,... 1 AX oY11EY °MS N, BEVEL EOE 6 REOEED N THE HEADWALL AT THE NEAT END E THE M RVIN .n ID PAI M i MINE IR-I (INHERE 1K RNI EN1ES L W CR ). K/OYAL AT TK WHET ON Of TK _ _ 4. RIFAM LMM E COMBINATION BEYOND µ0 E R/W CIXN RMP LANDING ROGER. �� -{ OLVEAT WY E E PRO EDE N I AT EINC EXCEL NOl BE REPLACEMENT EVWD THE R/N LIE _ NAG 4 NOTE; wOTH 'R"TW'0PN MIA(. WMWAY EXCEPT FOR RERICEKNi NAPOSFS. B. LIMB R.MPS HILL BE .iNLEO AND LOCATED WITHIN PEOfSTAM LROSSWAx4 I Iyr� T NNVX ON TYPICAL EL1MH. �N M SNWH N 0.µ5 OR N ODEMEO BY THE ENPNEER. CURD AMPS SHOULD N. ;i' CHAFER WY BE RN`NW N AL CODS A AlWFM11NElf5 OTKKI A NOT BE LOCATED eExW vEXNLE STEP LNs ucM POLE FIRE HrDRMrs DROP IWEi3 ETU. TYPE B ' -- ----- --- -- PLAN VIEW ENTRANCE NOTES B. A4VP5 MAY BE . I N RXgA OR ...OTABOOLk SECTIONS CN PROVIDED NHN PAR WE MR" NEMW IS PLACED MTNN 1K IFF C RE .. IN AK AND PARALLEL I I-------- 11 THE SLOPE AT rK caWECTOM Of TIC cWe f"trFENwc Is Kflff1EKNM r0 THE CLIMB. I WHIM rD E SWELLS S. WHOM THE ENTRANCE O RMR CANNOT ILCDIWOATE THE :LAVING REQUIREMENTS OF ANTICIPATED HEAVY MUCK I ..'Be PO/OWAT SLOPE TRAFFIC. THE EPTX FOR $DEWAK B COW RMFS WHIM WIFEM F1SW 10. DfTEC1MLf wAMI. SNPMf PANELS SIkL BE .TNLfO TLUSH ANTI 1 u10 eE _ _ _ ,% N'PIRA°OLIC WAVE (ENTRANCE ONLY( XN J1 _-_- rz xcEAED TD r'.IEE cc -ID iNE BKN K CURB. -S ]. -� I I 1 :I UIX 1 EDGE CE PAYMENT OR AS Sul. D R I'm 1 E CUM RMrS INTERJECT A I NINE WMGE - 6. RM. ME i0 IWDATE WHEN WNSIRIFiDN OF A FLOW N NEC I - NTIONA FLON LOSE B N STREET GOWELTIIX6 THE OETELLJPLEEWA%IINGFSURfOCETSMAL HAVE ,yN Y \ 1 1 LINE IS EWI✓m iD PROVIDE FURTIVE ORANOAf ILRNz 5 _______ ___ _ USE L �� A FIFTTU RM:JIR 10 OR TEL BACK MODIFIED SEE RECOMMENDED RYTIE _ _____ _ _ 0 _____ AS N iHE EHTRMLE. AND 204O7 FORTO THUD DF XMRALCr CDET CTABLC-WARRUSNPMEN S°4.°B -�H - I.NYIINE ROADWAY -III]ID W E cs Ox A RAOW. ,. MN I : Bx uAX. m D ]. THE DESNME AND M4x.M EARRING GRADE CnlHcfs Ai X R" "S"ER lXM NINE NMOE ,l. MF LASTED N THE E NOT E ENTRANCE CAME R\ EWE 0i PAVEKNi . EYLL D }C �Ei*HOSELSSE VALES ME NOT MPLILIPLE i0 STEEL ATM%,SAME M rN N CUA FRONT VIEW AN YO'MNMJM FN SIDE VIEW cCAMENCIL ENTRANCE INTERSECTION NOTES TYPE C PARALLEL & PERPENDICULAR ENMEATEp ENE 60"-0Y.40" C0-Co 1- 0000 Ao000C. 000 0000°Doo LAW. RM 0000000000000 0G0-T ' �-Q0... OD O D 000D O O0 O 00 0o 000000 0000o 0 o4 Do 0000 O O -DE THAN. aA9�O MA ARBLDxaRF VAEFW ULIF MP [➢ SEEWE IL AL PAY WARNIUSDETECTAB LE TRUNCATEDDETAIL INSTALLED A RADI DETECTABLE WARNING DETAIL DETAIL TYPE B PARALLEL APPLICATION N LAY GAME MINIMUM RI ROIN R.EM ,,. QUW 16" CURB D B 1 5 1 a 1 6 B 6 A S S 6 y FOR CONCRETE PIPE FOR CORRUGATED METAL PIPE D S I PILL SLOE P/ 1 ME SCOPE 2.1 0 b ° S I FLL aaE TAX Fu SLOE Y.1 0 b COWRER ONE CAL. ENDWAL MARC NAMES MDEARE FOR EA, MWEHY FK CRC YDS. cdI.. OE DSL ASCI O9C YARN NCEAq FW EACH MaPN"A qY W°N VOL CDYIAIE CAE ML. ANSI OAD YMOS 6XXIFyE FOR SK" MDTOXA WE RBL YDS. CDY . ONE DEL E.WNL COME OWNS NDE/SE FN ELAN AYMRK PE cIK YOS ♦.tln -z a- .. s• a 4°^ A -MIN 1 -Ia• yM Ly91 B.EOY a-6• Y L I.uz RAN 0'-Y' 0'-4• 4^ r- '- z6x I 1 D'_4 6'- Dr. vzA 1 a- " n- •• •-A• '_ •' B 6R9 II.R a-y T_6 n M1]3B D'-Ye N" 0'-Y U'-YY 1R.OID ]NO ls.xl a- 1 H.543 Sll1 C- ]F IY-Y '-T' N.A. SSN NAGS ii1l'. D,-0• P- •• PY'. I ANON 'I'M 4A33 - a ]e• n-o^ tr-e^ ns a.Rl m.rm A M'- ♦. zLeR3 l.ew - - 11-T 1°'-HY 1.14 W. 24.IN OAN W. • YLr1S 19M YSAYS SAN - SO" N'-B• ]0�Y' SAm m.SR ARTY 0 .' ZS.WO I.0]B 30. I.NS 90- DW 2r-E^ LAX ... E.131 a-D' E• 3LAND Ad55 ... e1E a3 8. C4-115 FOR STREET CONNECTIONS.ETXE ID CONSTRICT GAME CHANCES WITH A FINANCE CURVE. COMPWHE COST CNEDOOT H MIST BE DESSHW IN KWRDME NTX AwsxlD PExr MD THE APUGALE AEENREENIS SECTION A - A DF THE V°Or ROM CMANIA NCLW. sr°PRNL ANr DATMCE ANDA VALUE REOUNEKMS. 9. OR F MALT REOURE WMPIXE OF A ,TCHA OF WrrER i0 PROVIDE POSITIVE GRAMME ROOM GOTTA KAXS ME HTMERGWO, ALLOWABLE ENTRANCE GRADE CHANGES CRASS N i� ll? IRE.s.I - C H ETE - SECTION C-C W ENTRANCE NIN FUEL A°RICA TO STREET CORRECTIONS GRIPING VC4LK GAME. LXMICE C OESIRA9LE YYMN Twx NOA THIN voo vPo ox 3Y NEOMY 500-SW V19 5]Y BY L°N LES iXY1500 VPp SBY 0i d-Jµ... .0 BMy X «s.,x^c 1• 2 �t SAS H WS IF U., C-C 4.-q. SECTION A -A 4. E NOTE b 6 1 XMN"AE . ). STEPS. SEE NOTE 9. -CAME WEEP XDE MY ME WEMA y. C-C B. MY OPTIONC. MAN T. I I O H M NM M M E SNWII ON PLAN & IfRR9N DEPTH DO V E SI NNW W EPr" TOE 20'- . FN NETS Lf9S T. e' HIE srANMO ol-,A ]1 x. i X ORRLRN s N N r1E vA s MN SKI N TK RMs N1LL E NEMLPA° SINS TxE BRIEF OF THE WTFALL PPE T° THE TN N THE SIRYCrINE RMl 'M oLds10H5 ME ,UNDERWRITE SKY FEW !ESTIMATING REPOSE$ YA THE ACIUA D9EMlNy 5"NL We DETERMINED SY THE CNIR.ICTIIR FRN AFL° CgxlWs. WHOM sPECPED N THE RNA THE NeXT S TO N KCCNNME WTI" "A 5-L COS E Fl .. AND RMJ. AL MATERNAL WeED To THE SIWWN 5 To E N1LCED N THE BS PACE FEW THE STRUCTURE. N THE EVENT THE NVEAI E THE WTFtLL PPE 6 M TLW TE wO m OF w SIIeLR1E iHE ..I OF TK $1NATIH sNN1 E MINE, NM cE1xIT 4gRM TO REVEM STAYMIG OR MD E WATER N rK sIRL'CINE. THE =I E FNNSI. AND PLAN. ILL MpTEXI N & To Ire SKr. N TO E MCLIuo M THE . PACE FW TK STAN RE. STEPS AE RENAEA. FDI ETAS SE nMONN ST-t . (TEN MAY E RACNT N COST-11 RICE, .4 S r SMOOTH NAME AT rANWATFLY BY C-C TD E PLACED A ILL ITEM .AUNT TO MRRYJ WNRETT TO REVERT MITTELdI. N TEN W 0°WALE A R' x 4•• NOTCH WY WE .I.. GTE STAAA.® ISUF° 4 FN ATE. ESRN r CNERR WEEP AXE TO E LOCATED TO P NINE N.LTVI WEEP MTX N"NS" RA$IC T.W 40T, I" TL N III SrEFL NE, YW WPE TAAErfll D.OI' MAEET 4 YFYI xARD . a°T" MLWREA PFXET ro TK WrsNE E THE SIM ... I VAR. VAR. �v. ALEEPONMJNS NWLN AMt DOWN E S•. Id AL N]iLRN13 .. E OR DEAR E NL N. SY S. A GATT. PLAT CdYRTE B TO E MME N CRO .x ..I WxfEIE S TO E COMNE M MASON WE _LJNLL.S EVERY MARI M N IN$d 91BKnN4l1ES Beo, 14. If NTNIIA SMIRK M JiMT A UED IT A TO E IATID, NL SRNs S SNA V IQ E ... ST 4. DA ETFIA I.I I& FN RAN ACES OF NET SE STANDARD d-SA 31 Se. N. WMNITAS yNOWN NE FOR I NUR E ENCH TYPE. FEW NEn E CAGIER EPTX N1 W LONER MET ILL VINEGARS NNWN PFA ANT MUST E .. THE ANINr CF C TE NN STEEL CSR BY 14E5 WSr E ESILhN LO WTA1 TRIG gIM11TES d. FDA INNER M WAS AEG WORRIES AND LEWTHE SE .I 1W... M. FN ESLRPTdI AND LOGTAN SI NAMFAI L AIDE SIEEI .... N. FN AL ETMS p�N�A, NA MPCHAD SIEGE MOVE TS LE ME ST/IDIAD d-M $ x. SCHEDULE OF rIWMUW STEEL BMs N SINE N BYi3 V M MYLM W. IERSTx ,ro. LExOix EOQ REa0. REO'0. 4NGx1 3'ti• 4.1.1 S-S•, N H-1•-♦" T "' . a• < T N BM M FMI CDCFA ♦ 95 1M X1 EACH AT n- CANER SECTION THROUGH ELEVATION APPROXIMATE QUANTITIES FOR MINIMUM 6' DEPTH INLET xwEMPTITs Ta IE ADDED FOR EACH ADOTIOINAL FOOT OF LENGTH " L Cd1CTClE ERR WMCIE EiE1 .Y Min OAs O4 OAP LT.E HYPE CEETEW L REMPDGCIO EE .iC ST[R CDRRETC P MY .• NAN %i1 E'-0• MI �VOOT STANDARD CURB DROP INLET RGD AND BIDE sY" DA NEE! 1 E 1 EM$W ogre 12" - 30" PIPE: DEPTH (H) 8' TO 20' 23 N4.11 %RiON .WARRAENT E 1RA6R'WTAINR ]OZ Yµ. tl-0" I- MALL N-° I.... NO RNL FpL DA`"AS XR-1 M�" D.C.�" NPS RPE RCKET WALL DETNA -i I- ....-.. I- ......, - _I- ........., _1 RNL EKPMYON AN"R AT 1^1 TERvks Wr EZOEEpMc LT- YM. x AEI. 1`J' P-IS : Y w. HIS 13.v5- O.D.I Sd1EDULL M We TALC ANT wAL RALs :z" Mw. xps HE ns" oO1 SCHEDULE 40 RR F%PMEN JOINT ..I$ : i" MIH. NPS (1.°5" 00.) SCHEDULE 40 RPE, O MN.SGLq STEEL ..IN BOND flI HR-1 TYPE II PEDESTRIAN RAILING (FOR USE HEAD SEWA"5 AND HM31 SEE HOMWAv PLWS T' mie L OR "I ECTIWE 11' FN DISIME 10 1'/i' INS sCXEDILLE 40 R SIDEWALK N SHARED GAPPING RNL USE PATH. ..'A. EECrRODE- YW pL S0.0 $ E6 $NWTN RWxD ROD CONCRETE COOING TO E COMES BNEo an CAPPING RAIL DETAIL NXL CNNTdJs, z" R BOLTS vN USE &ONG SIDEWALKS AND RMPs) " NPRNG MAIL SHALL BE INSTALLED WHEN E SIDEWALK N RMP GRACE$ :NN EQUAL EARTH FOUNDATION DETAIL TO OR G EATER THANk TEERCIEiENT. GRAPHIC IFN UME WITH TYPE .L IARALI.51 E RYL., NN. E'-b'��NN. R'-C Ne" O.C. �• IN9 MR Rf#i r4" r.0 I-4" I I I RA IXPAL9]N JOIHR AT MTERVNS .r EXCECONE ]- YAc 3O FEET . 'DE PoSR ETAN. WALL RAS EXpA9N Jo. PORTS : L' WL xps Iz.Sm aD.1 SLYE[ : R" YIN. WE IR]15" OLD, °CHOW( : jA CLAIM IAOy- OLD.)XHE lW •A" Mx. SED STEEL AJDI `VAT mM Mo S6WE sIMOARos A COPY OF THE OdNWL ssuf° AND sIGHEo NAYRNc A N ME N THE CENTRAL (XEICE. CG-12 DETECTABLE WARNING SURFACE (GENERAL NOTES) VARNA DEPARTENT OF TRANSPORTATION sPEFluiOu REFERENCE' sPECIFC/,IIN E"EWE STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS NDS 42" - 96" CIRCULAR PIPES BM VIRGINIA DGMrEA! BE 1RM6D?ATM V ��' WAD W GDDE sTANDAROJ4 ""E`FC'ERENLEN METHOD OF TREATMENT (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) VIRGINIA DEPARTMENT OF TRANSPORTATION t/�r spfDFIG mM MD saoE sIMDARDs ENE REMAIN DATE SHEET I or : zD.T°a D"EB zwM MOM SHCEi I OF 3 REVNaN ogrf 04ns sos MEN EWSW Gre sX¢T 1 W 1 soz zwA1 Ntn II NI PIPE 40 PER R. AL PAL. UNIONISTS AND FASTENERS SYCEL E GAVMEED IF MCORONILE BOTH THE CURRENT ROM AND BRINE SPECEICATO.. 1° MNEVE A UNIFORM WATW ON NL SURFACES VENTING AND DRAINAGE MILES FOR WLVMEMG SHALL BE .WDEO IN iXF SWP ...S. J. AL FNTEWRS WALL BE N KCNDALE WITH ABLY ND], NTM MEAND ARTY FN4. AL ANCHOR WLTS S"OLL E IN KWROAVCE WITH MSHTO M314,WME 31 4. A LIEMICK MNM STEM FRW VWT'S N Wm IMTFAA usT ATE NED IN LAW CF COST IN RICE MNKNS MG SHALL BE wauOfD w HE sx0p DRgrx6s. s. Pods SX41 BE YTLRm io uAicN NAE OY RAPz. 51CfwANs, MO STEPS. S. ALL MAIN SELL MATCH HALL E RMP$ AEWANS AND STEPS. T. M L PINTS MD RNETS MOUNTED D SET RNL. °. RNLNGS ANAL 9E S IMST&O NA ELECTIVELY AM IN WILCO. GRW DOING MATFIRA$ MSTNLATIN TO E IN MLNGNILE WITH sr'O.FL-1 .AT OF ERIC IN LEE ° OF D°NWIHGVAD FABRICATING THE AWARD DOCUMENTATION FROM IE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS AR CUT WITH E RATED SYSTEM ANAL BE SUBMITTED WITH THE INSTNLATKKI BUNNIES AND APPROVED BY THE ENGINEER A ACCORDANCE WIN NOTE 1. M, HANDRAIL TO E IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEME WILDING CODE. METHOD VOF LOCATING AND ERECTING EWANI MA'A°A DEPARTMENT OF TRMS"ORTATION ]/11 SCOTT/R. CIDUINS� Lic. No. 035791,'n p 11/2/21w4 oe, `,�T 1 `'SInATAT. EEr' ZLUD. Z O_ Z Z O - C _1 Q IF O y ^� � w F- L Z C W H [LY ` ` E `J I W` C Ce L N z I w E g O U) c6 ~O j w a 0 w w -I .--I Q Ch N N n � z < 1_L 0 Q O I-1 F1 LU Q IZ I Q J 1 1F� 0� W V 066 W [--• ,On O V C) Oo _j ce LL ]OB N0. 182150 SCALE AS SHOWN SHEET NO. 9 `C T ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2021) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. S. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. iS. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. -.- VARIES 5' WATER SEWER 3 0 d IY LOCATION [IF OTHER UTILITIES /(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER b SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 8 �4. I B•. INITIAL BACKFlLLU6., MIN MIN.BEDDING STONE • STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE 6" 4 11 INITIAL BACKFILL 4 MI S. 6" B" SOIL\ MIN. MIN. MIN MIN. #68 STONE >>-'--GRANULAR FILL AS APPROVED \�BY ACSA;1:':'-i'_r,�- \ l I aCK� Z STABLE SOIL OR ROCK' NOTE 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF FEE CU.YD. {FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6'• 45 2.OD 2.25 2.60 0.15 2.00 225 2.50 0.15 22 t/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 250 O.tO 90 3.66 3.16 3.21 0.48 45 2.68 2.88 2.77 0.28 B" 221/2 1.68 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 t/4 1.66 2.76 2.67 O.t3 BO 4.83 3.83 3 10"12" 45.3.83 T2.840.10 4.00 2.8322 t/2 2.33 2.58 4 11 1/4 1.832.33 6' MIN 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBEE A HYDRANT IS LOCATED IN A TO POURING CONCRETE, A S1 BE USED AS ADDITIONAL SUP NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES �--�2' TO 10' 6" GATE •, .I VALVE M RESTRAINED JOINT FITTINGS ADDITION SHALL NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 t/V MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.s. FIG. W-4 TD-8 Top View 6" MINIMUM TE: RESTRAINED JOINT FITTINGS. - - - - - 42" Minima X 6" Certification of 95X compaction required iILIIY-\•Q\\ it Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed soil or as approved by the ACSA, a n 4' n . a 1 MINIMUM d:e d. Side SCOTT/R. CD'LLINS�Z Lic. No. 035791,E p 11/2/21 ,fib` OzSlnrrn T. V�C,l.C'. z O J 1 Z � 0 _� � O z 0 45' H N w F I u I I W ' TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B 7D-5 PLACE 5' GALVANIZED "WITNESS "POST NTH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FI NISHED GRADE -\ II � ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID WATER 2500 P.S.I. \ CONCRETE THRUST BLOCK '.,d , d a e .. M.J. GALE VALVE LINE 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE TYPICAL GATE VALVE NTS FIG. W-5 TG-9 F � Z w 0Eu Q CO oLS F 0 oc w a 0 i w W 0 IUl F_: — ULU ) z � Q � ti J C`') ZM Q N Q 1 �1 N I --I w WCY) N (,f) N Q W ^^ W I Z J Q J_ `fLU ) \J / � Q LL LI..I O (n oZS z w � U JOB NO. 182150 SCALE N/A SHEET NO. 10 FIR KI / TMPo4600-00-oo-oz8�z / � -� � I %' v A _ VA � A A � \ V � A � — — — _� CHARLES R. HAITGH-- V \ V ---v v / V AA V A \ & E.I. oGLESBv}R. EXISTING STREAM ' I \ V A v - - V AA o A V D.B. s492, PG. 4�k / A \ — — v v v V A v v — / — — W / i41- // // // vv A A V A \ \ V A // / / / W VAV A \ 5.45ACRE5/ - '� 2 /�"(� / /I�� \� �\ \ \\ —�' vvv �J, / ,// / v A�VA \ \ V A V A v / / \ \ v v A f� /v \ / / / A Z / \ — —� EXISTING POLO GROUNDS ROAD W - V A PHASEI-IMPROVEMENTS / Lu / - 4-8' '� �M-A62 TM -A - BEGIINPHASEzPPOLO GROUNDS ROAD CONSTRUCTION -STA. 14+90 TvPo 0o an o-iAo // 6o0 386 CHARLER:&ELIZABETH ANNIrIOGLESBY HAUGNv -— _ - - ---- I_��-I - - - -- � •.ate - v ; _� . STM BSz -- -- 1 - - EXISTING STREAM , / // / /- \\ - -26+00 26+50 "�'>++. �\ - / _ g.gz ACRES 'w.,✓-"7"— O GROUNDS ROAD - / — STATE ROUTE 643 POLO GROUNDS ROAD 25+50 28+0p \ _ 5 i Lic. No. 035791 11/2/21 -- STATE ROUTE 643 POL _ - -;— �4+50 -- -- _— — �_ - / i ; / i/_�i i _ _ MPH , -. J .... __ --VAR. WIDTH, SPEED LIMIT-35 -' - --\ 24+00 - ecti - VAR. WIDTH, PROPOSEDSPEED LIMIT=35 MPH _ .._ __ _ -` — _ - _ � \ \ M_ \ — — — — — — — — — — � i � , / j / i�� i j/ � i ' _ D.B. 481P. a63 __-_ __ -_- 23+50 - / �3+0o \ EXISTING EDGE OF 9+ _ Lu - - - o _ - - 28+5 ST B51 o \ 36 - z2+5 -T - - PAVEMENT TO REMAIN- / _ - � � � oO l ' - _ _ _ — // l / ; ; -� i ,; ,; / �� / s e - -_ +00 — — _ - - �' ® ®� ®�-0.-0__ / t I \ _ ®�® �� \ - �� \ ^`',\ M E / ST B4z 215 — 0 � � � ®®� i i — ®0\ ' _ - - ® / ® r STM-A6o \ ®®. ' / \ ®� _ _ __ -- - / / Z 21+00 - - - l EXISTING POLO GROUNDS ROAD ® \ EXISTING GUARDRAIL / / \ _ - - - - - _ __ __ __ __ -- -- - / / % / / ® vPHASE I IMPROVEMENTS - - - - ® / - v v v _ -- v 30+ v - -� - _- - 80 _ - - �,�s- / O \ \ TO REMAIN / / \ \ \ \ EXISTING GUARDRAIL- /\Q\ oo`* �-4 \ v / ®/� VA A®O / / / V v vvv� I -v'vv � v �� - - - --- - /� �� > Z - - -- -1 / \- - TO REMAIN ' \ EXISTING STREAM w -- _ / \ \ -� \ / ®®\ EXISTING too -YEAR FLOODPLAIN (TYPJ \ \ / EXISTING EOF _ o DGE PAVEMENTTO REMAIN - v v �» �- 3 + ° - ice'Lu d®® ,5 Do\ ,31+$O r 1 — S� i�i i i/i3i — Ce STATE ROUTE so 4 643 POLO ROUNDS 33+00 33+So 34+00 - i VAR. WIDTH, PROPOSED SPEED ROAD --NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL L 390 CONSIST OFSOIL_AND BE PLACED IN--SUC—CESSIVE R-_ UNIFORM LAYERS NOTMOE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER-- THE ENTIRE ROADBED AREA IN ACCORDANCE WITH / VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04(h) NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26,/AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLON/ABL_ E-FILL, CONFORMING TO / SECTIONS 20S, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD' AND BRIDGE SPECIFICATIONS, SECTION 302.o3(a)2G "BACKFILLING". - \ — / \ \ \ \ \\ \� J ® —•— —zp IMIT_35 MPH 0-67-0 NOTES: — \ \ \ - _ \ - - - �66- — - J64 M-64o 1. ALL FILL TO BE PLACED .AT 95%COMPACTION- - \ � \ � \ -� � _� T 2. MINIMUM 3.5' OF COVER MUSTBE MAINTAINED OVER W/L. _-__ -- - _ _ _ - -_ - % ;� / / / / COVER CAN BE REDUCED TO 3.0' OVER W/L AT LOCATION �\ \ -- - - - - - - - 0 - - / / / GRAPHIC SCALE OF PEDESTRIAT�t CROSSING -= \ XISTING ioo-YEAR FLOODPLAIN (TYPJ; ,- \\ - - - - - ' F Z w f 0 U a a 66 0 W a 0 w Lu w - CROCKETT CORPORATION / 50 / 0 25 50 too '_ — 2q0 ' w •� IN ni 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM \ \ \ - - - - - - - - __ __ - - - ' TW04600-oo-oo-oiKo - - SEWER & W/L AND 1.5'-OF SEPARATION BETWEEN W/L & - - - - - - -- _-_ 779.5GACRES N N - -------- ----' DB 624, PG 193 SANITARY SEWER MUSTBE PROVIDED. MINIMUM OF 0.5-- VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN___ WATERLINE AND PEDESTRIAN TUNNEL. _ _ _ - - - - ` / ,': - _ ; ; ; _ EqDeh = 5Q ft,_ PVI STA: 27+ .41 PVI ELEV: 38 .14 K: 30.62 LVC: igo. o PVI STA: 29+53.13 385 PVI STA: 23+66.72 H aHIGH H PVI EL V: 376.71 PVI STA: 3 PVI ELEV: 4z 54 PT. STA: 2 +82.84 PV ELEV: 6 .o K: z 35 75.73 K: 94-58 + + m LVC 87.20 : 39 1 VC:45o.0o Ln° w °N° Lu m LVC:11 .o0 PVI STA: 33 6. o 3 o a N Ln m v > a ^ ^ o O OD PVI ELEV: 6 3 .z8 LOW T. STA: z1+54 4 N ID LOW PT ELEV: 3633 rn mw W m n rn M °+° m O1 m 74 K: 1.z380 ++ n Uo , I.. LVC:14o. O H Vl M W M m w --- a__ -1.5g% w m u Lu p6 u m U W _-- _ m w + M M _ M W U W -0.53 o 0i > 375 ----- — _ � m w O o 0 m m / �3z% � � \ + M 370 m LLI > i U --1-35�0- XISTING GRADE (TYP.) - - -.- _ 365 - - / N PROPOSED 30" RCP - / ¢ STORM SEWER CROSSING -0.14% ---- / ----— --- o F- PROPOSED 30" RCP N T 360 F STORM SEWER CROSSING o VERTICA GRAPH C SCALE U PROPOSED 24" RCP Lu 2.5 0 0 STORM SEWER CROSSING W 355 Lu - - - Q ( IN FEET ) W = 1 inch = 5 It, � a Z 1 350 m HORIZONTAL GRAP IC SCALE Z 0 25 0 00 00 V ( IN FEET ) Q 345 1 inch = 50 f L. 340 335 I� n Ol W O S H o t0 Lp O rl OO N W m tD O u1 H O m l0 O L/1 N S 00 m �T M <D N <D N <D M LD .t w In -D l0 OD Ol H n �+ r` lD n n n 00 n 00 W r- I� n n n l0 n l0 n w n Ln n M n N n O n 01 � OD � 1� � n ID l0 w M M M M M M M M M M M M M M M m M M M M M M M M M M M M M m 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+50 27+00 27+50 28+oo 28+50 29+00 29+50 30+00 30+SO 31+00 31+50 32+00 32+SO 33+00 33+50 34+00 34+5° 35+00 35+5° L9 z w ul z J J U co N 1 N CD N N W J Lu O Q U 1 W D H Lu Lu C0 H Lu Q U 0 O N "Me Q � J U Q ° ° 3 U 0 n H � n W Q a U -0 Q � 0 V I o ) ° ' Q ° 0 z N o ,.,0 ® cn ltQ1 .� V `o Q o t 3 z J ::D O U O0 LL °' Lu J_ O LL o J O°' p C ' Q z w w M Z O � Z w Z W 0 O a 0 Lu F_ U X Q ° F 3 J N 1j ~ 4 0 W u W aFn o JOB NO. 182150 0 0 N SCALE ° V: i"-5' ° H: 1" = 50' POLO GROUNDS ROAD PROFILE ° SHEET NO. o �s / /// �� ///////// / TH ODD. FUTURE PUBLIC GREENWAY TO t r w w / / / DEDICATED TO ALBEMARLE COUNTY,! / /1 / �®®��I �� II I A I \ V \' s` \ \� -/G/W// W /// W/w J/ WW/ / /WW/// W /W.1• % Wi'WWi W'/ WV / / TNRN.T AT TIME OF FINAL SUBDIVISION PL -oo-� PERPROFFER#zOFZMAzoi8000i o. -� ,_�(Kilc. 0 &q035791 "k— TMP04Yg9 Z/ IBRO®KHIL+L MASTER" Asso�ATl®NINE. i 2/2fs 1 EXISTING STREAM i . D'Beo6�ACi2E5o3 w / i /w �•' / // / l / / FUTURE PUBLICGREENWAYTOBE w �/� G� /� l / / / / / / / / /% �� S ✓ / '� S .7z / A ) 1 I I I I / // / r / / / / / / ST/� \ \ \'V /// //� ^ \ \\ \ \ v • W IV W J' W W W W WI \ ( '`W /.1• W/ Y .Y/ .LI b��j y{�/ // I / / I l l l I / /\ l l I / / / / / / / tV I I � 1 1 DEDICATED TOALBEMARLECOUNTY / PROPERTY LINE--,,,, AT TIME OF IVISION PLAT PER PROFFER A#z OF ZDMA zo 800o i i W I W y L / /rly ® �i ) \. \ \ __/_ -- _Ci//w .✓ ,C ��..�/W w� w / / j////% l l / �/ ///l//l l l l l l l l /l // / /l ////i I; / i 1 _ u. �/ TMP 04600-o0-0o-o28Ao I \ �� 4 �- J PROPOSED PEDESTRIAN TUNNEL I �/w % o� - - - - - 1 w w ® l -�0' j j/ / / AAANOGL SBYHABETH I w 1 �1 ��.�I Iy I .L� I \\ V A V� o� �.. \ ,� ...� v •`®..'. l �l®ll / I I I 11 I ! I _-OrK /!/ DB�333BYP �oUGH I j� I�. A�\ �� 1 I, �I w:-� w W wJ r- I 1 I A V A �\ �V V - ,�� ;� -- TMPo4600-oo-oo-oig68 I ®� .'.'.'.'.� ) p/ 1 1 l / l l I I I I I l I I / l I �. T(H) x io'(W) RC BOX CULVERT / / z zACRES/� CROCKETT. CORPORATION..• _ �\ b:' IoPI� V _ - 4 Iil, { - �� / / 99 / - I . STM-B61 'i AA �� ,;., AA \ V ® \ �� D.B. 5346, PG. z56 / / A - - - i A / / STM B O ' ti .r v A „ng.6g A E 334�\ VGA ®® �_- - _ - --- - - - - _ — EXISTING 3.00-YEAR FLOG PLAIN (TYP.)STM B9 d �•' • `l 1 a ti \ \ \ v < STM-B4i��----_— - - _-__- _ _-- _- _ - --_ _ -_-- -_-- - -_--_ -__- _- --_--- - -_,-�//SiT �B__-_/ �� / �- /�/ �/✓/��W /ww� , _w--"" ... = -•.3""ay-. �._ -s . _�=. 3- sW —s --- - - -M - STM-B-6 � io®6 sw i w- �W W Sw \ I \ \ \ ou�ZR-IPIIIC SCLEG T BROERT®LI"EXISTING STREAM E eo o zs 50 100 aoo aXISTINGSTREAM— \ ®2t/ 0 b TM B7i- 50 ft. d[ I - - .�. � �-- -' •ice _ ".L.�./. / / // \ \ \ \\ � � 3 +I = = - - - - »_--- . ,;• i STM 64 • T I ® 35+00 3 6+ + o \ 4 i+oo 4 5 4 00 - _ / - - ; \ \ HMO ~ ° __ f \ \ MERY RIDGE OWNERS ASSOCIATION 35+So 6+00 - _ \ fi-- o+oo - =0+50 4 i+ o z+ 4z+5o 43+00 „N _, - 1 \ �� \�'�C` \ \ \ C/0 WILLIAM 1 DALTON — —� _— — \ 3 50 37+00 37+Sos °; 38+00 00 0 0 8+ o �39+oo--fi--- 39 5 _ — — — — — f \ f �® \ TMPo 6Do-oo-oo-000Ao c _ hx 'STM-B4o-= —o / ® _ _ a_ _b— 43+So l �� ,)L_•�"� \ \—\— \—� \ \\ 4 \ C \ — --- — — �-� — — ®— — — — — ——� — -- 5 OUT 6 POLO GROUNDS ROAD> _ — —STM-B3 =_— _ STATOpUTE 643 POLO GROUN 4 + — + o ;� —— ® — \— �\ \ \ \\\�\� DB zoz PG S z 3 RO - - -�_ - �� , ®. y a \ \ soy, SPEED 4 00 44 5 _ _� \ \ \ \ \ \ \ \ W t _ -o- - STATER E , / - ROAD- 4;+00 -\ ,a L \ \ \ 4 47 - CpFTT R/ _=-��-- b-�A�-O_� — _ _ _ -- =y-VAR. WIDTH, PROPOSED SPEED LIMI=_35NPi J/ / / m D.B. y81PL261T_45 MPHr -\.�\ \�\� \\ \ �, \"` \\ C -�_ - _ - - ®--o- 5B- _ _ \ 1�I _TIE IN TO EXISTING o 60 R � - --- -- __- -- � \ STMBz \` \ � - � \ \\ \ �j oo /p / _- - - - / _ \ \ \ EDGE OF PAVEMENT c pe62 gCRFs jaCD N / _ _ - - - - - - -- - PROPOSED ROAD STRIPING 4 \i \ \ \ ( / _ 46+00 t,a - - - - - -- EXISTING GUARDRAIL - - - -- —� — — — _ G�93 — — — — — — _ - ___ - _46+50 I T TO REMAIN- - - ` EXISTING GUARDRAIL \ I o / PROPOSED DUAL 5'x5' RC BOX CULVERT 41+o \ V � A ' � "�' � / II � v � � v v v � EXISTING EDGE OF - - STM-B6o VA\ \ TO REMAIN ATE \ sT - - - - - - - _ - PAVEMENT TO REMAIN \= STM-Bi EXISTING EDGE OF \\ / \ c VAR. wV, 0 E643 P 48+00 PAVEMENT TO BE h v -PROP °Lo - - - - - - - EXISTING STREAM \ \ I °SED GRpUN 48 y r li.l � V > W r z w i g u � U U) a 66 o : w o_ i 0 w I U) i Lu E AREA \ ® sPEEOLIMirOS ROgO +So_ti _....- w •-+ ni r4 P STRIPING M T �s \ ,WIDEN DINTHI v CRocKETT CORPORATION r PROPOSED ROAD STR G ST B7o // �� \I EXISTING EDGE OF MPH V ' Q r4 r4 y TMP 4600-oo-oo-oi8Co \ EX�STING STREAM v v PAVEMENT T�REMAI �� \ � r o ---- - _=--- D664,PG193 � S � EXISTING GUARDRAIL v �® v� A� v� v� t� A o -- _ --- --- 4 v v �� / TO REMAIN ®vim v -EXISTING EDGE OF PAVEMENT TO -REMAIN A 0 c 390 z NOTE: ALL ROADWAY E BANKMENT MATERIAL CONSIST OF SOIL AND BE PLACED IN SUCCESSIV UNIFORM LAYERS NOT MORE THAN 8 INCHES 11 THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE W VDOT 2020 ROAD AND BRIDGE SPECIFICATION :t, 0. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26 AGGREGATE EASE MATERIAL S ZE 22A OR ziB FLOWABLE FILL, CONFORMING TO S ECTIONS 205, zo8 OR 249 RESPECTIVELY, OR RUSHED SIZE CRUSHER RUN AGGREGATE SIZE 25 AND 26, P R VDOT ROAD ND BRIDGE SPECIFICATIONS, ECTION 3oz.0 (a)zG ,;ND ACKFILLING". PVI STA:I37+5o.00 PVI ELEay: 363.68 K:1 6.so EXISTING GRADE (TYP.) \ Lu \ Lu V) \�\ Lu 01 I Lu Z 2 V H NOTES: i. ALL FILL TO BE PLACED AT 9S% COMPACTION. z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. COVE R CAN BE REDUCED TO 3.0' O ER W/L AT LOCATION OF PE DESTRIAN CROSSING. 3. MINIMUM OF i'OF VERTICAL SEPARATION FROM STORM SEWE R & W/L AND i S'OF SEPARA ON BETWEEN W/L & SANITARY SEWER M JST BE PROVIE ED. MINIMUM OF o.5' VERT CAL SEPARATI DN SHALL BE F ROVIDED BE EEN WATERLINE AND PE ESTRIAN TUN EL. PROPOSED DUAL 5'xS' RC BOX CULVERT CROSSING \ I STA: 41+25. 7 'I ELEV: 346.8 K: 37.46 LVC: z6o.00 'PT ELEV: 348.92 VERTICA� GRAPSC SCALE 2.5 IN FEET ) 1 inch = 5 25 EO , ( IN FEET ) 1 inch = 50 W W PROPOSED 15" RCP KSTORM SEWER CROSSING PROPOSED PEDESTRIAN TUNNEL CROSSING 7'(H) x io'(W) RC BOX CULVERT 20 385 375 PVI STA: 45+ 7-57 / PVI ELEV: 3L 7.00 K: 67.34 o 370 / i5o. o / m H Ln + m + m Lij Li/ ° 365 > Ca > W /— / Ln / / O / / 36o PROPOSED (z) 3o" RCP CULVERT CROSSING EXISTING zo" SANITARY SEWER CROSSING G GRADE (TYP.) DD M .t M rl 1� Lfl 'ilJ W W I� rl I I l0 W O M Vl tD W 'i I� 01 M I� l0 Vl .t N HO W w It N rl u M W Ol O rl N M It tD m Ol H �o l0 w l0 t0 l0 l0 vt L(1 l(1 l(1 Ln Lc l0 l0 M M M M M M m m m M M M M M rc M M M M M M M m m M M M M M 34+00 34+50 35+00 35+So 36+oo 36+5o 37+00 37+So 38+oo 38+50 39+00 39+So 40+00 40+50 41+00 41+50 42+00 42+50 3+00 43+So 44+00 44+So 45+00 45+50 46+oo 46+5o 47+00 47+50 48+oo 48+5o Q w Ln a- 355 350 345 340 335 tj rn Q J U Z M o N Q ° a�F / 0 > V 1(yY 0 1 � H ° n > pD LU C o W N Q Q Q = O W > ^ o LuV I Z_j t J\ vo z N '/ Q J ° - Lu O ® ° n L9H- � Q .� O V) U J Q O ° ^^t [If 3 z Jz 0— .� U C) O w Y V Lu o J � w ~ J O ul OL C F_ z Z M Q Lu w w Z N O U F_ V W CO � Z J F Luo LU ~ J o a Q O Lu O O U x N Q w ° J N F 0 w u w a o JOB NO. 182150 0 0 N SCALE ° V: i"-5' 0 H:i"=5o' ° SHEET NO. o 0 12 L TH 0 385 C, SCOTT L� Lic. R. No. 035791 LINS'Z 11/2/21 �4 ��sSIONAL EGGS w z z z z N z 0 F° Z W o ° U F z Q w 3 z O a9 F � o L o a m a k > u Z U w66 ��a s z z O 0 O o > u � > Z < w a 3 = �^ uj Y N m Q Ln Q w > w w o W w 0- ° i W N _ ° W U � 0 O 0 W N rl N rl N U irl a j z Q ti J � M rn N ° Q O 3 H� a 24+5o 25+00 zS+So 26+oo 26+5o 27+00 27+50 28+00 28+50 29+00 29+5o 30+00 30+50 32+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 3S+50 36+oo 36+5o 37+00 37+50 38+00 38+5oCD W WATERLINE'F' PROFILE N o N Q NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL a = CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE i UNIFORM LAYERS NOT MORE THAN 18 INCHES IN Lu THICKNESS BEFORE COMPACTION OVER J THE ENTIRE ROADBED AREA IN ACCORDANCE WITH J Q W VDOT zozo ROAD AND BRIDGE SPECIFICATION 303.04(h) Q J Lu O LL a NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN � � 0 AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE ziA OR z1B, FLOWABLE FILL, CONFORMING TO 0 o SECTIONS 205, zo8 OR 249 RESPECTIVELY, OR CRUSHED Q L1J 3 GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR z 7 Z = CRUSHER RUN AGGREGATE SIZE zS AND 26, PER VDOT ROAD = AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G J "BACKFILLING". U O o 1 w NOTES: Y r�nn V I— i. ALL FILL TO BE PLACED AT 95% COMPACTION. w Q o z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. ~ > T COVER CAN BE REDUCED TO 3.0' OVER W/L AT LOCATION J OF PEDESTRIAN CROSSING. O 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM u I � 0 o SEWER & W/L AND i.S' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. MINIMUM OF0.5' VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN w WATERLINE AND PEDESTRIAN TUNNEL.0.5 Lw � M z ZLu BENDS TO ROUTE o VERTICAL' GRAPHIC SCALE ITARY SEWER PIPE u s o z.s s ,o zo LLB Of ° O ° ( IN FEET ) mj a � o 1 inch = 5 ft. O Lu 0 O N HORIZONTAL GRAPHIC SCALE < s so o zs so ,00 zoo (� W 3 o J N ( IN FEET ) w 1 inch = 50 ft. a to °o 38+00 38+5o 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 JOB NO. 182150 0 WATERLINE'F' PROFILE SCALE V: i"=5' 0 H: 1" = 50' 0 SHEET NO. a 13 L PROPOSED AIR -RELEASE VALVE NOTE: SUPPORTS REQUIRED ON RCP 3$p ON BOTH SIDES OF CROSSING. 375 EXISTING GRADE (TYP.j Yy MIN. PROPOSED 30" RCP NOTE: SUPPORTS REQUIRED ON RCP STORM SEWER CROSSING ---_ ON BOTH SIDES OF CROSSING. I 3'S� 37O MIN. FILL (TYP.) I ROPOSED GRADE (TYP.) `. PROPOSED iz" CL. 5z DI WATERLINE NOTE: INSULATION REQUIRED AT CROSSING. `- 1• 1 1 _ � ROPOSED iz" G.V. �-- ---------- _ 365 � PROPOSED STORM SEWER z4" RCP CROSSING ROPOSED LPYDRANT FIRE REMOVE PLUG &TIE -INTO ASSEMBLY - EXISTING iz" DI WATERLINE w/ iz"x6" TEE 36o NOTE: INSULATION REQUIRED AT CROSSING. PROPOSED FIRE STORM PROPOSED SEWER CROSSING 30" RCP HYDRANT ASSEMBLY - w/ iz"x6" TEE 355 PROPOSED iz" G.V. PROPOSED iz" CL. 5z DI WATERLINE W - � 35o w u� � 2� 345 ~ - w= u� � 1 - wi 34o Z = 335 a'_ � � tD I� cl N N O Vl Ol M W 1� ~ 'i 1p M Vl n � 1p M M °p rl O � I� Ol � N N N O I� � O N l0 �Y N CD ri ~ O M M M I� ri rl N O N V1 W M N L!1 O n N '� O Vl W � V1 � � I� � N .t ul V1 ^ n � W � N � W � I� ^ l0 ri l0 � t0 l0 � � � M M N N O O CD � CO � N ^ l0 ^ 1p � S � S � ,�:� � � Ol � � W N ^ M ^ M M M M M M M M M M M M M M M� M M M�M� M M M M� M M� M M� M M� M M M NOTE: GRIPPER GASKETS ARE REQUIRED FROM So' BEFORE CROSSING TO HORIZONTAL BEND. INSULATION REQUIRED AT CROSSING. CONTRACTOR SHALL INSTALL SAND BUFFER AT CROSSING. SUPPORTS SHALL BE PROVIDED ON WATER MAIN ON BOTH SIDES OF CROSSING. 360 PROPOSED FIRE PROPOSED iz" CL. 5z DI WATERLINE HYDRANT ASSEMBLY � w/ iz"x6" TEE � 355 PROPOSEDTYPEA __� BLOW -OFF ASSEMBLY PROPOSED iz" ii.z5° W= HORIZONTAL BEND 3�5' MIN. W i.o' 350 � _ CROSSING � � 3�5' MIN. EXISTING zo" SANITARY 0 5 SEWER CROSSING ~ i = PROPOSED i5" RCP 5�5 345 W _ � � STORM SEWER CROSSING PROPOSED (z) iz" 45°VERTICAL ' - WATERLINE OVER EXISTING zi" SAN W � z PROPOSED iz" 4S° � HORIZONTAL BEND 340 J _ _ � PROPOSED DUAL 5'x5' RC PROPOSED PEDESTRIAN TUNNEL CROSSING l.1 - BOX CULVERT CROSSING 7'(H) x io'(W) RC BOX CULVERT a - � � 335 � O ^ I� 0 O ^ °0 � N � M N ri N (\ ry S N n N � ao � n � �- �- N a o � N a N N � o p M � PROPOSED( W 36o EXISTING GRADE (TYP.)- 355 / / EXISTING 20" SANITARYV/2 SEWER CROSSING NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12'OR GREATER SHALL HAVE SAFETY SLABS IN 350 ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 202o ROAD AND BRIDGE STANDARDS. PROPOSED MO*Ao NOTE: HDPE CAN BE USED AS AN ACCEPTABLEVDOT EW-7 ENSUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES.w/3o WING.67'SEE DETAIL ON SHEET 9 FOR HDPE PIPE BEDDING345INFORMATION. OF04EOR GREATINAGE ER SHALLRUCTURES HAVE STEPS(NH A DEPTH CULVERTSACCORDANCE WITH STANDARD ST-i AS FOUND IN INV. OUT�i76%THE zozo ROAD AND BRIDGE STANDARDS.340 m m m 0+00 0+50 1+00 36o 36o =D GRADE (TYP.) CONTRACTOR SHALL PROVIDE SANITARY SEWER PIPE SUPPORT DURING THE CULVERT EXCAVATION AND ILL (TYP.) PERMANENT SUPPORT AFTER THE CULVERT INSTALLATION, AT THE DIRECTION OF THE ACSA. PRIOR TO EXCAVATING BELOW THE SPRINGLINE OF THE PIPE, THE CONTRACTOR SHALL ADVISE THE ACSA ON EXISTING BELL LOCATIONS RELATIVE TO THE HORIZONTAL DISTANCE TO THE STORM CROSSING, SO THE ACSA CAN PROVIDE SUPPORT STM-BS STM-Bg VDOT STD. DI-3C (L=8') VDOT STD. DI-3C (L=8') TP=34 5 00 TP=353.67 INV IN=348.z7 m ro IN OUT=348.So 360 INV IN=34z.z7 II d m o 36o INV OUT=342.17 m 0° r,1 -L °q 0 _ M � 0 om C) a� oo� ^�H � N 'tIt 11om M M II Z) M M F- m F M? O lD Ln F f�+1H m F II II : Q 11 > > 0o II Z Z F 355 o I"�'> ° F- 0 CL z z z "> F z z 355 STM-B51 VDOT STD. DI-313 (L=6') TP=376.08 j,TH OF INV IN=37o.83 �� 38o IN OUT=367.58 38o (!Llc EXISTING GROPOSED GRA E (TYP.) COTT R. LIN.. No. 035791ROPOSED VDOT STD. EW-1 11/2/21375 YP.)375 ��sS7ONAL EEGs \ GUIDANCE. FLOWABLE FILL WILL BE REQUIRED BETWEEN STM-63 � > H Z Z J THE 2o" DIP SANITARY SEWER AND THE DUAL 3o" RCP DUE VDOT STD. MH TO THE REDUCED VERTICAL SEPARATION. TS 8.1 34 7 EXISTING 2o" SANITARY 170 PROPOSED MODIFIED INV IN=341.42 / SEWER CROSSING VDOT EW-7 ENDWALL 350 INV OUT=338.33 35 o w/ 30°WINGWALLS STM-62 / / PROPOSED 6" DI 345 VDOT STD. MH WATERLINE CROSSING PROPOSED MODIFI TP=34z.50 I 3'1 2.0' 15" RCP VDOT EW-z ENDWF INV. IN=zt4.6z INV IN=337 Sz ILL (TYP) 39.97 LF Qa 1.zS% ° m 1+50 2+00 STORM B71- B70 PROFILE 36o 355 EXISTING 12" SANITARY SEWER CROSSING / 355 r I EXISTING GRADE (TYP.) PROPOSED 12" DI 350 I WATERLINE CROSSING 350 cl ROPOSED GRADE (TYP.) 345 345 5-5' FILL (TYP. PROPOSED CONCRETE ENDWAI WITH 45° WING WALLS 340 340 i INV. I N=338.25 335 00 335 ONCRETE ENDWALL TH 45° WING WALLS DUAL 5'xS' RC BOX CULVERT 138.00 LF dal 6.io% 330 _ 330 INV. OUT=329.83 [STORM661- 136o PROFILE 325 3�5 OR m n m o m m m M m m M m 0+00 0+50 1+00 1+50 2+00 2+50 36o STM-B5 EXISTING GRADE (TYP.) VDOT STD. DI-3C (L=8') 355 TP=348 So INV IN=34z.z7 STM-134 INV IN=342.z7 VDOT STD. DI-3B (L=8') VV OUT=342.17 TP=348.67 INV OUT=342.58 350 350 PROPOSED GRADE(TY 345 345 340 340 1S" RCP 13.2o LF Qa 2.35% 335 335 M 6 M 0+00 0+50 340 I w/30 WINGWALLD 345 INV OUT=337.42 / 345 CONTRACTOR SHALL PROVIDE SANITARY SEWER PIPE EXISTING GRADE (TYP. SUPPORT DURING THE STORM PIPE EXCAVATION AND ly RCP ° PERMANENT SUPPORTAFTER THE STORM PIPE INSTALLATION, 6O PROPOSED GRADE (TYP.) 111.z3 LF C 1.11/o AT THE DIRECTION OF THE ACSA. PRIOR TO EXCAVATING 3 340 / BELOW THE SPRINGLINE OF THE PIPE, THE CONTRACTOR 15" RCP SHALL ADVISE THE ACSA ON EXISTING BELL LOCATIONS / 43 53 LF Qa 1.68°h 15" RCP -RELATIVE TO THE HORIZONTAL DISTANCETO THE STORM / PROPOSED VDOT STD. Es-1 I 64.89 LF Qa o.88% CROSSING, SO THE ACSA CAN PROVIDE SUPPORT GUIDANCE. / INIV. OUT=336.5 I 15" RCP 355 335 48.31 LF Qa 1.55% 335 STM-B41 VDOT STD. DI-313 (L=12') TP=368.z5 INV IN=363.25 375 INV OUT=360.42 375 FILL (TYP.FROPOSED GRADE (TYP.) EXISTING GRADE (TYP.) _ I 370 / 370 / PROPOSED MODIFIED I VDOT EW-1 ENDWALL 365 365 V. IN=36S.83 PROPOSED MODIFIED 1.0' VDOT EW-z ENDWALL 24" RCP L w/ 30° WINGWALLS 17.00 LF Qa 1S.18% 360 PROPOSED 1z" DI 36o WATERLINE CROSSING I �724" RCP 355 39.00 LF Qa 1.92% 355 NV. OUT=359.67 I 350 i 350 345 O W 0 m � � m m 0 M 0+00 0+50 1+00 1+50 36o 345 355 -EXISTING 12" SANITARY- 355 SEWER CROSSING - ROPOSED GRADE (TYP.) EXISTING GRADE (TYP. / / PROPOSED 12" DI 350 TH x io'W RC BOXCULVERTWATERLINE CROSSING 350 p) 112.95 LF Qa 2.28% / / ` PROPOSED CONCRETE ENDWALL 0.5 WITH 450 WING WALLS 345 345 PROPOSED CONCRETE ENDWALL WITH 450 WING WALLS / 340 - 340 NV. OUT=337.42 NV. IN=340.00 335 VNOTE: PER VDOT ROAD AND BRIDGE SPECIFICATION SECTION 520.03(b), 8" MINIMUM EXCAVATION AND BEDDING MATERIAL SHALL BE PROVIDED BENEATH THE PROPOSED PEDESTRIAN TUNNEL STRUCTURE STORM 64 - B5 PROFILE W N 0 M 3 1 V� m m m m m 0+00 0+50 1+00 1+50 2+00 2+50 I RCP 21!'45LF@3.78% Ls ITOR 139 - B1 PR FILE / 25" RCP 330 / 41.26 LF Qa 2.23% M °° l0 N Ol ry H M ry M Oro m .NT m 00 S 00.t Vl lMlt Vl u 0+00 o+So 1+00 1+So 2+00 z+So 3+00 3+50 4+00 EXIST PR STM-B31 VDOT STD. DI-3B (L=16') 30 I PROPOSED GRADE (TYP.) TP=355 75 6rINV OUT=348.83 EXISTING 12" SANITARY SEWER CROSSING / 355 / 355 PROPOSED 12" DI ING GRADE (TYP.) / WA IERLINE CROSSI 350 / 1.,' 350 POSED VDOT STD. Ys-1 / 15" RCP 345 / 345 / NV. OUT=348.o0 340 I 340 S O M M M m M m 0+00 0+50 1+00 1+50 STORM-1331 - B30 PROFILE 375 370 PROPOSED 12" DI_ WATERLINE CROSSING 365 PROPOSED MODIFIED VDOT EW-z ENDWALL 10000 w/ 30° WINGWALLS 36o i 355 O N 00 m m 0+00 0+50 NG 50 STM-A61 VDOT STD. DI-36 (L=8') TP=371-75 INV IN=362.18 INV OUT=362.o8 375 ROPOSED GRADE (TYP.) ILL (TYP.) 370 PROPOSED MODIFIED VDOT EW-z ENDWALL w/ 30°WINGWALLS XISTING GRADE (TYP.) 365 INV. I N 364.00 1233 " RCP .00 LF @a 7.910A 360 3o" RCP 42.00 LF Qa 4.95% OUT( 36o.00 355 O 00 0 M m 1+00 1+50 STORM A62 - A6o PROFILE Y NV. IN=373-17 3o" RCP 1.0 17.0o LF @a 13.76% 370 F < PROPOSED 12" DI WATERLINE CROSSING ° � \I 365 I 3o" RCP z0 1. 1. S6.00 LF Qa 11.75% a k 36o u E Z w co < 0 1n INV. OUT=361.00 0 u � F u U)^ > w z c 355 C CR 00 LLJ 0 o S n C C 'u 330 0+00 0+50 1+00 1+50 NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. COVER CAN BE REDUCED TO 3.0' OVER W/L AT LOCATION OF PEDESTRIAN CROSSING. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. MINIMUM OFo.5' VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN WATERLINE AND PEDESTRIAN TUNNEL. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 It HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 IF EX-SAN-15 STA:o+64.16 358 EX. RIM-955 3a EX. INV IN=347.37 (2o" DIP) EX. INV OUT=347-32 (zo" DIP) EXISTING GRADE (TYP.) 36o EX. Sf EX. INV IN= EX. INV OUT= STORM B52 - B50 PROFILE EXISTING GRADE (TYP 00 J m rn �rm,1 C] lt co It N 6 355 ° t Im �� m m� F IZ w c � O U a 025 to w w a 0 U, :> ;ul W N \ \ Q N N '�I' r Ln > I- z z 355 L9 rn Q o M�zz5 1 »> all F PROPOSED GRADE (TYP.) 350 350 15' RCP z_3o% LF 345 y19 bo 345 Ll 340 340 m o co 0 a p M M � Q N Q qzt CY) O H O Cn W N (n N Q i Ln w J J Q O w O 0- 200 0+00 0+50 1+00 1+50 O STORM B10 - 137 PROFILE TOP SHALL BE PROPOSED GRADE EX-SAN-16 STA:1+53-05 EX. RIM=35534 EX. INV IN=347-93 (2o" DIP) EX. INV OUT=347.72 (2o" DIP) J J [Ifz Q D U O EX-SAN-17 I STA:3+91.44 EX. RIM=356.13 Y /�/n� (D w EX. INV IN=349.82 (12" DIP) EX. INV IN=348.83 (2o" DIP) w O Q EX. INV OUT=348.83 DIP) z (2o" 36o J EX-SAN-13 STA:o+oo.00 EX. RIM=352.76 IORKEL=352.99 / / 346.90 (20" DIP) / _ _ _ _ _ _ 355 346.85(2o" DIP) / FILL (TYP.) / I _ _ _ PROPOSED 12" DI v I WATERLINE CROSSING // PROPOSED GRADE (TYP.) 3 5 II 350 II / - - �7 - -II 350 - - - II- - - -11- III - - - -- 0.67' zo" DIP 2.0' 23439 LF @ 0.38% 345 345 zo" DIP 6o.16 LF Qa 0.70% PROPOSED 15" RCP 2o" DIP PROPOSED (z) 30" RCP STORM SEWER CROSSING 340 84.89 LF @a o.41% CULVERT CROSSING 340 Ol N M 00 Ol H 'v1 Mv1 ^1 O 0) OVi° n n m n00 m m m mm m v1 m M nl m Cf) 0 Q Lu Z wCO M 0 J I w Lu CD u CD O ~Q u v' w J O w w � a JOB NO. 182150 SCALE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 H5 .11_-0, EX-SAN-17 - EX-SAN-13 PROFILE EDESTRIAN TUNNEL PROFIL SHEET NO. 14 a WI. Depth HGL HGL Tdd pipe Over On Up On Up Dn Up Fkv H m 20.00 20.00 0.00 4.73 6.42 24.10 18.20 362.01 365.52 366.24 0.90 2200 22.M 0.00 5.11 6.66 24.56 1913. 362.05 365.59 366.40 096 24.00 24.00 0.00 5,49 6W 25.00 2000. 362.08 365.6] 366,57 103 2660 26.M 0.00 5A6 7.15 25,42 20.84 362.12 365,74 36613 109 28.00 2800 0.00 an 7.n 25,82 21.63 362.15 365.80 366.80 116 3aW 30.00 0.00 660 Z54 26,19 22,38 362.18 365.87 367.08 123 3200 32.M 0.00 6.96 7.89 26.M 23.10 362.21 365.92 367.29 132 34.00 3400 0.00 ]33 8,15 26,89 23.77 362.24 365.N 367.51 140 MIN 3600 0.00 7.70 8,42 27.20 24.40 362.27 366.03 36774 150 3800 3800 000 8.06 8.70 27,49 24.99 362.29 366 OB 367.98 1,59 4000 40.M 000 8.43 8.99 27.76 25.53 362.31 36613 36824 1 70 Culvert Report i H rangy jd Express Extereno for AitoderM N➢o M CmI 3M tryAtodesk,Inc_ A62 - A60 Invert Elev on (ft) - 360.00 Calculations - Pipe Length (ft) = 65.00 am in (cfs) Slope (%) 6.15 Qmax (cfs) Invert Elev Up (ft) 364.00 Tailwater Elev (ft) Rise (in) 30.0 Shape = Circular Highlighted Span (in) 30.0 Qtotal (cfs) No. Barrels = 1 Qpipe (cfs) n-Value = 0.012 Qovertop (cis) Culvert Type = Circular Concrete Veloc on (ftls) Culvert Entrance = Square edge w/headwall (C) Veloc Up (ftls) I Coeff. K,M,e,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) HGL Up (ft) Embankment Hw Elev (ft) ITop Elevation (ft) = 371.92 Hw/D (ft) Top Wdth (ft) = 40.00 Flow Regime I Crest Width (ft) = 20.00 ' I dew lfll A62-A60 Design Year: 10 Project: Polo Grounds Road -Phase II Job #: 182150 Prepared by: AML, PE r/ j / / Culvert Report / I /� / / / Hydraflw Express Extewrcc PoeA adgWAutc,CAMChft 3Mby Autodesk•Inc_ Tuesday, Jul 132021 / YVd 1352 - 1350 / j / Invert Elev on (ft) = 361.00 Calculations / / / �/ -d!� / Pipe Length (ft) = 73.00 Qmin (cls) = 9.00 Slope (%) = 16.67 Qmax (cfs) = 17.00 Invert Elev Up (It) = 373.17 Tailwater Elev (it) = (dc+D)/2 / Rise (in) = 30.0 -Shape = Circular Highlighted / / //� O">/�_ / Span (in) = 30.0 Qtotal(cfs) = 13.00 No.�/ n-V Barrels = 1 Qover op ( = 0.000 � n-Value = 0.012 Qovertop (cis) - 0.00 / / �z� / �V Culvert Type = Circular Concrete Veloc Dn (fNs) = 3.33 /Z // - - j Culvert Entrance = Square edge w/headwall (C) Veloc Up (ftls) = 5.52 / Y� //// f / / x, Coeff. K,M,c,Y,k 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (1) = 362.86 / / z��/ / / ��/ HGL Up (ft) = 374.38 / _ / Embankment Hw D (1 (ft) = 0.62 / Top Elevation (ft) = 376.33 Hw/D (ft) = 0.62 \ Top Wdth (ft) = 40.00 Flow Regime = Inlet Control Crest VNdth (ft) = 20 00 INLET' STATION OUTLET WATER SURFACEELEV co D. QG ZW Se Hr JUNCTION LOSS FINA H IIVI.EC WATER SURFACEELEV. RIM ELEV V. I IL Qin V¢ Q;•Vi Vi /2g Fh ANGLE Ho 11 1.3H1 .SIJ1 361.27 39.00 24 7.79 0.001 0.05 2.5 0.0 B41 6.0 1.9 11.51 0.1 0.02 0 0 0.04 NA N/A 0.09 361.36 368.25 364.85 17.00 24 6.01 0.001 0.01 1.9 0.0 B42 0.00 0 0 0.01 NA N/A 0.04 364.89 368.50 363.00 56.00 30 12.70 0.001 0.05 2.6 0.0 B51 12.0 2.4 29.32 0.1 0.03 0 0 0.06 NA N/A 0.11 363.11 376.08 372.83 17.00 30 12.00 0.001 0.01 2.4 0.0 B52 0.00 0 0 0.02 NA N/A 0.06 372.89 376.33 362.00 42.00 30 29.29 0.005 0.21 6.0 0.1 A61 28.9 1 5.9 170.6 0.5 0.19 0 0 0.33 NA N/A 0.54 362.54 371.75 364.18 23.00 30 28.94 0.005 0.11 5.9 0.1 A62 1 0.00 0 0 0.13 NA N/A 0.36 364.54 369.33 v - / Design Storm Year10 k / / Tuesday, Ju1132021 Hw nepN (fl) ,ro 5sz-aso j/ = 40.09 = (dc+D)/2 -- \/ i m3eo '-- -on an = 22.00 = 362.05 = 365.59 r / " n i = 366.40 -.. = 0.96 = Inlet Control h ll 1 I l Rwoepmlrtl Y O I I I I I I I I ■■■r J Jl.��eeeee�e�a SM __■ QI. 0 m - -W_ S AD ® DOWNSTREAM STRucruRE ® 0 • ftoff E' ft ®®®®© 1 ®�® \ 1 Culvert Report / \� ♦ � Hydraflovv Express Extension forrkutodesM Arta M CmI 3M by Ntndesk,Inc_ Tuesday, J u1132021 B42 - B40 I� \ / \ � 2.Invert Elev Dn (ft) = 359.67 Calculations I ' I I I I I I I I I I I I \ \ \ \ \ \ \ \ \ \_ / / Pipe Length (ft) = 56.00 Om in (cls) = 6.00 \ / / A Slope(k) = 11.00 amax(cls) = 10.00 Invert Elev Up (ft) = 365.83 Tailwater Elev (ft) = (dc+D)/2 Rise (in) = 30.0 O Veloc Depth HGL HGL T°tel Pipe Over Dn Up on Up Do Up Hw E.0 (ds) Ids) (ds) wo (Ns) (in) (in) IN M (ft) 900 9.00 0.00 245 4,91 21.00 11.99 38215 374.17 374.37 0.48 11.00 11.00 0.00 2.90 sM 2165 1331 36260 374.28 174,55 0,55 13.00 13.00 0.00 3.33 5.52 22.27 14.53 382.86 374.38 374.71 0.62 15,00 15.00 0.00 3,74 6,79 2283 15.66 362.90 37447 37488 066 17.00 17.00 ON 4.15 &M 2336 16.72 36295 1 374.56 375.04 0.75 EXISTING STREA I I I \ \ \ \ \ \ \ / / \ Shape =Circular NighligMed ° If) nmcn -� / I A \ A / \�/ /A �. No. Bairrels = 10 0 Qtot (cfs) 8.00 a cis = 8 00 _ � � \ V n-Value 0.012 Qovertop (cfs) 0 00 / Culvert Tye Circular Concrete Veloc on (ft!s) 2.22 � � Culvert Entrance Square edge wlheadwall C) Veloc Up ft/s 4.74 S -_� -- - 2�._ \ /' STM-A62._'..� 1 I V \ Coeff. K,M,gY,k 88, 2, 0. 398.0.67. 0. HGL on (ft) - 361.39 \ _ \ HGL UP (8) = 38677 TATE ROUT, \ - 3+00 �l/� I \ \ \ \ \ \\ \ / z Embankment Hw Elev (ft) = 387.01 VAR. W/OT 43 Pot - -- :. \ I I \ \ ------ \ \ -42f / /� / I Top Elevation (ft) = 368.50 Hw/D (ft) = 0.47 O gSPfEOL�ROUNDS i 2 ��s �/ -65�, \ \ \ DRAINAGEbIVIDE (TYP.)\ _ \ \ \ / \ Top Width (ft) = 40.00 Flow Regime = Inlet Control -- 482p MiT_3 ROAD ®_ y+p0 ( \ \\ z63 sMPH, ®A I �\� A��\ v /RAPHIC 5 ALE crestwidtn(ft) = zo.00 \ 4 / v �® �5+0p su / p Y doo \ v��-_ nr E*u) 50-B40 Hw OepMlp ®✓_ \S ®AR iF ROUT \` 2%xop�\ WioTH P� 643 Pos_s_e4s08- STM A6o oPosEotO��OJsz ✓ UNO�/M RO \ � ( \ \ \ EXIS TING ioo-YEAR FLOODPLAIN (TYP®� \ V v 3sMPH �8 y�\ \ \ v0 o o SCOTT/R. CbLLINS'Z ti Lie. No. 035791 ,1�- p 11/2/21� O�.SIONe1. E�Gl C Z ° � � c LA co ZF C) e V) - 0 z Ln H L > Z ,,yAA w V/ 0 u L c `^7 c UJ W U,r4 o (4 (4 m ti co M N \ CM \ N O WN N W> LU J_ > itl 1I- . zs A 35 . 15 m S w W N 75 W - - - Reacfl fl ®�A \ ��Xpo�m STM-B5z 1 J l 8 XISTING STREAM _p \jam - 3 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 irl for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � 3 n y 2 c p -9 N 3f C N U O O3 C O '� E ED c p `` ri<t y w „- n n d c c o r x pO a U U d w ai O d o > ¢ a ui 00 Wi= W W.:J ui B41 38 12.0 0.36 0.85 10.306 1.22 0.00 1.22 0.0144 0.0200 1.0 0.0833 4.1650 6.72 0.76 3.5192 0.1466 0.1314 7.82 1.54 1.00 1.22 0.00 Max. allowable s read=6' P 851 3B 6.0 0.18 0.80 0.128 0.51 0.00 0.51 0.0053 0.0200 2.0 0.0833 4.1650 5.84 0.83 3.5192 0.1466 0.1417 3.84 1.56 1.00 0.51 0.00 Max. allowable s read=8' P A61 3B 8.0 0.09 No 0.072 0.29 0.00 0.29 0.0415 0.0200 2.0 0.0833 4.1650 3.20 0.99 3.5192 0.1466 1 0.1652 1 5.10 1 1.57 1 1.00 1 0.29 10.001 IMax. allowable spread=8' . moor Nor ■■L If _ _.ems■■�■I ��■__■■■■--■■■■i zU ® 1 LW I- Ul LU ZLU C0 J F- LU - _ -fir inlets draining to stormwater management facilities, where o�,edand flow to facilities is not available, 100°/p capture is required at 6.Sin/hr \ \\ \ � '� Eqp TFR . - STM B[42 -.. � �_ - W _ _ - - \ OUT \� LLI- D Velx Dept, HGL HGL Tdd Pipe o r an Up Do Up an Up Fhv k /D (Ns) (n) (n) (ft) (ft) (fl) 6.00 6.00 0,00 1,74 436 19.86 9.72 361.33 366.N 366.81 039 7.00 7.00 0.00 1.98 4.56 20.26 10.52 361.36 366.71 3M 91 043 8.00 8.00 0.00 2.22 474 20.64 1128 361.39 366,77 367,01 047 8.00 8.00 0.00 2.45 401 2100 1199 361.42 366.83 367.10 0.51 10.00 10.00 0.00 2.68 508 2133 126] 361.d5 366.89 36].19 0.54 U" I` - �� \STM-BSo \ J ' coop \ - a l0 - \ \ \ o \ ?Xp0 \ � ��EXISTING STREAM �� / INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 irl for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N C U y O O 0 0 u m c rn S } t .4 u d J o °t C Y+ J i o nl x N S N 0 _E O c t`, N p` @ rn O rn O1 x y n a ° iI c c tp E pO a w rn 7 O K > d :6 rn 3 rn F w° ni W O' � 141 3B 12.0 0.36 0.85 0.306 1.99 0.00 1.99 0.0144 0.0200 2.0 0.0833 4.1650 8.06 0.67 3.5192 0.1466 0.1182 10.21 1.18 1.00 1.99 0.00 B51 3B B.0 0.16 0.80 0.128 0.83 0.00 0.83 0.0053 0.0200 2.0 0.0833 4.1650 7.01 0.74 3.5192 0.1466 0.1285 4.99 1.20 1.00 0.83 0.00 A61 3B 8.0 0.09 0.80 0.072 0.47 0.00 0.47 0.0415 0.0200 2.0 0.0833 4.1650 3.84 0.96 3.5192 0.1466 0.1608 6.35 1.26 1.00 0.47 0.00 -for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr � l 4sF0 OG \3,3x 3 ° 580 P3P t] \ STING ioo-YE R FL ODPLAIN ( P.) \ \ e ® FFo�� T S O op M B 1 - w \ o o L R �osP L M 3 R q O Structure Area (Acres) CW to (Min.) A61 0.09 0.80 6.0 A62 11.18 0.50 11.0 B41 0.36 0.85 6.0 B42 2.07 0.50 8.0 B51 0.16 0.80 6.0 B52 4.30 0.50 9.0 -�66 36+oo - 37+00 son _�t�lllll mum E'n woo STM-B¢ Q LL Q I-� I-� Lu V) Q z a- O Q J 0 J Q U � a z < O,Lul''l v (D z ® < /'� Q LL 0 a M � '^� w LU LU V / I w a M JOB NO. 182150 SCALE 1 rr=50' SHEET NO. 15 �1 V v I I Culvert Report Hydrafl w Express Extension for AutiodD lQel AutoCADO Civil 3D® by Auto dask , I nc. B61 - B60 Invert Elev Dn (ft) = 329.83 Pipe Length (ft) = 138.00 Slope (%) = 6.10 Invert Elev Up (ft) = 338.25 Rise (in) = 60.0 Shape = Box Span (in) = 60.0 No. Barrels = 2 n-Value = 0.012 Culvert Type = Flared Wngwalls - Culvert Entrance = 30D to 75D wingwall flares \� Coeff. K,M,D,Y,k = 0.026, 1, 0.0347, 0.81, 0.4 . Embankment Top Elevation (ft) = 357.00 Top Width (ft) = 40.00 Crest Wl (ft) = 20.00 Calculations Orrin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal(cfs) Qpipe (ofs) Qovertop (cfs) Veloc Dn (ft/s) Veloc Up (ills) HGL Dn (ft) HGL Up (ft) Hw Elev (8) Hw/D (ft) Flow Regime Tuesday, Jul 13 2021 = 100.00 = 500.00 = (dc+D)/2 = 300.00 = 300.00 = 0.00 = 7.47 = 9.89 = 333.85 = 341.28 = 343.00 = 0.95 = Inlet Control Ele, ra a61- a60 He Depth ra NooEF____400001NONE �i i, .................. INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, In is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 li oap m _ al 'V C 0 o N ` Q 'o fV c a d » W 0 C ap + pa V 0 C 3 46 pal 0 ap U Wl O ; d = m c c 9 oy y d Itc- c r m E m 1'e S c z d >' C c x O ` p O1 x v9 w o N `� E m r Q a c' 3 a m o. _ d ti 0 a o a ai in 3 rn 1n w° rd In rii ui a of u B4 3B 8.0 0.29 0.76 0.220 0.88 0.00 0.88 0.0050 0.0200 2.0 1 0.0833 4.1650 1 7.24 1 0.74 3.5192 0.1466 0.1285 5.03 1.59 1.00 0.88 0.00 Max. allowable spread' B6 3B 8.0 0.20 0.69 0.138 0.55 0.00 0.55 0.0115 0.0200 2.0 0.0833 4.1650 5.20 0.88 3.5192 0.1466 0.1490 4.85 1.65 1.00 0.55 0.00 Max. allowable spread' B7 3B 8.0 0.14 0.81 0.113 0.45 0.00 0.45 0.0246 0.0200 2.0 0.0833 4.1650 4.19 0.94 3.5192 0.1466 0.1578 5.42 1.48 1.00 0.45 0.00 Max. allowable spread=8' BB 3B 8.0 0.22 0.50 0.110 0.44 0.00 0.44 0.0200 0.0200 2.0 0.0833 4.1650 4.30 0.94 3.5192 0.1466 0.1578 5.03 1.69 1.00 0.44 0.00 Max. allowable spreadl B10 3B 14.0 0.53 0.80 0.424 1.70 0.00 1.70 0.0246 0.0200 2.0 0.0833 4.1650 6.87 0.75 3.5192 0.1466 0.1300 10.60 1.32 1.00 1.70 0.00 Max. allowable spread=8' B31 3B 16.0 0.45 0.85 0.383 1.53 0.00 1.53 0.0412 0.0200 2.0 0.0833 4.1650 6.00 0.81 3.5192 0.1466 0.1388 11.39 1.40 1.00 1.53 0.00 Max. allowable spread' B41 3B 12.0 0.36 0.85 0.306 1.22 0.00 1.22 0.0144 0.0200 2.0 0.0833 4.1650 6.72 0.76 3.5192 0.1466 0.1314 7.82 1.54 1.00 1.22 0.00 Max. allowable spreadm' B51 3B 6.0 0.16 0.80 0.128 0.51 0.00 0.51 0.0053 0.0200 2.0 0.0833 4.1650 5.84 0.83 3.5192 0.1466 0.1417 3.84 1.56 1.00 0.51 0.00 Max, allowable s reader' P A61 3B 8.0 0.69 0.80 0.072 0.29 0.00 0.29 0.0415 0.0200 2.0 0.0833 4.1650 3.20 0.99 3.5192 0.1466 0.1652 5.10 1.57 1.00 0.29 0.00 Max. allowable s reader' P 0 1. 2. va ao w or TD eo eo tin nu 11. 1. ,m IW IW 1. 1. fell HGL - so rank / Reed, aft ) j i 0 Vela Dapth HGL HGL Tdel Pipe Over Dn Up Do Up on Up Hx H ,D (cfs) (pre) (ats) W.) (Ns) (In) (in) (n) (n) (n) 100.00 100.00 0.00 3.10 6.85 38.75 17.51 333.06 339.71 Dill 0.43 140.00 140.00 0.00 4.10 T 6] 40a5 21.91 333.24 340.08 341.00 0.55 hall 180.00 0.00 5.03 8.34 42.95 25.90 333.41 340.41 341.55 066 220.00 220.00 0.00 5.89 8.92 44.80 29.60 333.56 340.n 342.06 076 26000 260.Do 0.00 670 943 46.54 3308 333.71 341.01 342.54 086 300.00 300.00 0.00 7.47 9.89 48.20 36.39 333.85 341.8 343.00 035 340.00 340.00 0.00 820 10.31 4938 3956 333.98 341.55 343.44 104 380.00 380.00 0.00 8.89 10.70 51.30 42.60 334.10 341.80 344.15 1.18 420.00 420.00 0.00 955 11.07 52.77 45.53 334.23 342.04 344.60 127 460.00 460.00 0.00 10.19 11.41 54.19 4838 334.35 342.28 345.08 137 s00.00 500.00 0.00 10.80 11]3 55.57 51.14 334.46 3,12,54 345.62 147 0 - for inlets draining to stormwater management facilities, where overland flow to facilities Is not mailable, 100 /o capture Is required at 6.5in/hr 9 9 P eq INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 0 t pa o ry w a ve C n n C '4 U C do vepa I n pp lV yl n m O N Ei E A r 2 > O, zl C m e O O re p= n + 3 O ] 75 O C 0m B 'DCA pi > N Al C O \ Al n. > _ J d 0 U 0 o a rri rn ; H to pi rn m � J w a C�J B4 3B 8.0 0.29 0.76 0.220 1.43 0.00 1.43 0.0050 0.0200 2.0 0.0833 4.1650 8.69 0.63 3.5192 0.1466 0.1124 6.68 1.20 1.00 1.43 0.00 B6 3B 8.0 0.20 0.69 0.138 0.90 0.00 0.90 0.0115 0.0200 2.0 0.0833 4.1650 6.24 0.80 3.5192 0.1466 0.1373 6.25 1.28 1.00 0.90 0.00 B7 3B 8.0 0.14 0.81 0.113 0.74 0.00 0.74 0.0246 0.0200 2.0 0.0833 4.1650 5.02 0.88 3.5192 0.1466 0.1490 6.88 1.16 1.00 0.74 0.00 B8 3B 8.0 0.22 0.50 0.110 0.72 0.00 0.72 0.0200 0.0200 2.0 0.0833 4.1650 5.16 0.88 3.5192 0.1466 0.1490 6.38 1.25 1.00 0.72 0.00 BID 3B 14.0 0.53 0.80 0.424 2.76 0.00 2.76 0.0246 0.0200 2.0 0.0833 4.1650 8.24 0.66 3.5192 0.1466 0.1168 13.85 1.01 1.00 2.76 0.00 B31 3B 16.0 0.45 0.85 0.383 2.49 0.00 2.49 0.0412 0.0200 2.0 0.0833 4.1650 7.20 0.74 3.5192 0.1466 0.1285 14.62 1.09 1.00 2.49 0.00 B41 3B 12.0 0.36 0.85 0.306 1.99 0.00 1.99 0.0144 0.0200 2.0 0.0833 4.1650 8.06 0.67 3.5192 0.1466 0.1182 10.21 1AB 1.00 1.99 0.00 B51 3B 6.0 0.16 0.80 0.128 0.83 0.00 0.83 0.0053 0.0200 2.0 0.0833 4.1650 7.01 0.74 3.5192 0.1466 0.1285 4.99 1.20 1.00 0.83 0.00 A61 3B 8.0 0.09 0.80 0.072 0.47 0.00 0.47 0.0415 0.0200 2.0 0.0833 4.1650 3.84 0.96 3.5192 0.1466 0.1608 6.35 1.28 1.00 0.47 0.00 for inlets draining to stormwater management facilities, where ovedand flow to facilities is not available, 100% capture is required at 6.5in/hr Culvert Report I ® II Hydanon Express EMensim/a Autodeslr®AumCAO®Civ113D8 by Fwtedesk,Inc. Tuepal Nov 2 202 l H' hl' ht d Invert Elev Dn (ft) = 343.00 Calculations Pipe Length (ft) - 94.83 Qmin (cfs) = 50.00 I Slope (%) = 1.76 Qmax (cfs) = 100.00 Invert Elev Up (ft) = 344.67 Tailwater Elev (ft) = (dc+D)/2 ® Rise Sha a e = 30.0 Circular I JTotal - / ) I I I I I I y I I A I I I I I I I I I I I I A Depth Up tiN 20.43 2144 P 0 \ Span (in) No. Barrels HGL n-Value on up H. fto Culvert Type Culvert Entrance (xl (n) (n) Coeff. K, Ill 345.10 346.37 34T37 1.08 Embankment 345.14 346.46 34T58 116 Top Elevation (ft) Top Width (ft) = 30.0 = 2 = 0.012 = Circular Concrete = Square edge w/headwall (C) = 0.0098, 2, Q0398, 0.67, Q5 = 356.00 = 40.00 e Qtototal l( (cfs) Qpipe (cfs) Qovertop (cfs) Veloc Dn (ft/s) Vell Up (ft/s) HGL Dn (ft) HGL Up (ft) (ft) Ha (ft) Hal(ft) Flow Regime o V.I. Depth Pipe over Da Up a (�) (al (mo) (ft) (We) rro 50.00 50.00 0.00 5.68 ].02 25.21 55.00 55.00 0.00 6.14 7.33 25]2 60.00 3000 0.00 6.60 7.64 26.19 2238 345.18 36654 31 126 Crest Width (ft) = 20.00 / / / I I I I I I I I I ' I / III ' l 70.00 7000 0.00 7.51 8.28 27. 05 2409 345.25 346.68 348.35 1.47 / / 75.00 7500 0.00 7.97 663 27.42 24.84 345.29 346.74 30A5 159 ael had 674 80.00 8000 0.00 8.43 8.98 2778 2853 345.31 348.80 34897 172 85.00 85.00 0.00 8.90 9.36 28.07 26.15 345.34 346.85 349.31 1.85 / i.00 90I00�0.00A 9.37 975 a2.8.35-266.9 Iv 3d5.36 � 34689 CII 31 200 O jII 90 � 5I0 8500 0, 10.16 28.2717 3536.93 3005 2.15 10000 10000 000 10310.59 2879 27,58 345A0 346.97 350d2.31 XEXISTING STREAM I coil, \ ) I I 36+oo---z -i-37+00- 38r13 39 +o i 40+o0 -� �; �J T ®®® ® ® ® �- - ?5y- - - OUNDS ROAD' ROUTE 643 POLO GR .r 3 _ TM-B2 -- _-_ -- STATE - - VAR. WIDTH, PROPOSED SPEED LIMIT=35 MPH" PROPOSED DUAL SXS 34 ,-CF-0®-- -®\®�g - RC BOX CULV \ 34 STM-B6o �\ STM-Bi EXISTING STREAM) ��1 CROCKETTCORPORATION _-_---- TMP 04600-oo-oo-ol8Co )� - o ACRES GRAPHIC SCALE DB 624, PG 193 o z5 5a ioo - I _\A 1 inch - 50 ft. = 50.00 = 50.00 = 0.00 = 5.68 = 7.02 = 345.10 = 346.37 = 347.37 = 1.08 = Inlet Control he lm Table 6: Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 inthr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet r rn m o o. r n n a N •5 N .U.. N V N N is vaj O 3 U �^, Q O C O. c m 0 > ; w o -O 3 o i0 n m a m u T 0 c a n _w a f o mal 3 t. `m O) @ U ap C t N E a > f U U O O' a C6+ N 3 � left 0.06 0.68 0.1 0.27 0.00 0.27 0,0010 0,0200 2.0 0.0833 4.1650 6.24 right 0.10 0.68 0.068 0.44 0.00 0.44 0.0010 0.0200 2.0 0.0833 4.1650 7.56 B5 3C 8.0 combined flow 0.7 0.09 0.194 4.45 Max. allowable spread=l0' left 0.06 0.60 0.036 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0833 4.1650 5.96 right 0.19 0.60 0.114 0.74 0.00 0.74 0,0010 0.0200 2.0 0,0833 4.1660 9.18 B9 3C 8.0 conbined flow 1.0 0.11 0.240 5.51 Max. allowable spread=8' ' utter longitudinal slope Of U.001 Should be used in a sum condition 9 9 p P - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will sulfite for the 10yr conveyance to the facilities Table 6: Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet In O 0 veve N .0 v 7 al O ; ry O. t OI re O > ; ea 0 y B q O O m c T 3 0 ; `N m V N rn he to 0 oMO e O t p` '� c u w 10 m Oe en w t a N x N d > J Q U l U Ci Ci _ CJ VJ + VJ > > 3 � � F N left 0.06 0.68 0.041 0.16 0.00 1.16 0.0010 0.0200 2.0 0.0833 4.1650 5.20 right 0.10 0.68 0.068 0.27 0.00 0.27 0.0010 0.0200 2.0 0.0833 4.1650 6.30 B5 3C 8.0 Combined flow 0.4 0.06 0.140 3.22 Max. allowable spread=l0' left 0.06 0.60 0.036 0.14 0.00 0.14 0.0010 0.0200 2.0 0.0200 1.0000 4.97 right 0.19 0.60 0.114 0.46 0.00 0.46 0.0010 0,0200 2.0 0.0200 1,0000 7.65 B9 3C 8.0 combined flow 0.6 0.08 0.174 3.98 Max. allowable spread=10' ` utter longitudinal sloe of 0.001 should be used in a sum condition 9 9 P P - grate inlets (DI-7) in open pavement areas Will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check stone will suffice for the 10yr conveyance to the facilities Design Storm Year= 10 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIN CAPA- CITY VEL FLOW TIME REMARKS INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC B31 0.45 0.85 0.38 0.38 6.00 6.35 2.4 B30 348.83 348.00 71.36 0.0116 15 7.0 5.1 14.0 B9 0.25 0.60 0.15 0.15 6.00 6.35 LO B8 348.50 348.00 39.97 0.0125 15 7.2 4.0 9.9 B8 0.22 0.50 0.11 0.26 6.17 6.30 1.6 B7 345.00 344.43 64.89 0.0088 15 6.1 4.2 15.6 B7 0.14 0.81 0.11 0.80 6.43 6.23 5.0 B6 344.33 343.10 111.23 0.0111 15 6.8 6.0 18.4 B6 0.20 0.69 0.14 0.94 6.73 6.14 5.7 BS 343.00 342.27 43.53 0.0168 15 8.4 7.3 5.9 B5 0.16 0.68 0.11 1.26 6.83 6.11 7.7 B3 342.17 341.42 48.31 0.0155 15 8.0 7.5 6.5 B3 0.00 0.90 0.00 1.26 6.94 6.08 7.7 B2 338.33 337.52 21.45 0.0378 15 12.6 10.7 2.0 B2 0.00 0.90 0.00 1.26 6.97 6.07 7.7 BI 337.42 336.50 41.26 0.0223 15 9.6 8.7 4.7 B4 0.29 0.76 0.22 0.22 6.00 6.35 1.4 B5 342.58 342.27 13.20 0.0235 15 9.9 5.7 2.3 B10 0.53 0.80 0.42 0.42 6.00 6.35 2.7 B7 349.33 346.58 119.60 0.0230 15 9.8 6.7 17.8 1 / T// / Design Yea: 10 X 7// Project: / v ) v J Polo Grounds Road -Phase H lob #: 182150 { Reel al ALLY -� i oro' \I XISTI GT / �^^d�', I I I ROPERTY LINE B�® ®�®�\ 35x . .. . . ®. _ I STM-67i \� - 3 4 € J -..._RV _ u 1 E 643 POLO ��- \ -�- \WIDTH=Se,, 481 pLIMIROUNDS RO_ 4g+00 \ �63 -fu5 H\1v1QNTGOMERY RIDGE OWNERSASSOGIATIQN INCH\ C/OWILLIAM7DALT�4 =T1a1P o4G`-0o-oo_000Ao \ ,_DB 4;D PG 472\ \ , \ \ s VAR' W DOUpROp 3 POLO G 48+00 _1 � OSFD E ROl/ S o /� sP eD ND R � � \ / \ STM-B7o o \ Prepared bv: AML. PE INLET STATION OUTLET WATER SURFACE ELEV List Do Q. ZW S6 I -If JUNCTION LOSS FINALINLET H WATER SURFACE ELEV. RIM ELEV U ilp Qm Vm Q;aV; V; /2g H; ANGLE HA Ht 1.3H1 .5H1 347.58 119.60 15 2.69 0.002 0.21 2.2 0.0 B10 0.00 DI-3B 0 0.02 NA N/A 0.23 347.81 354.50 343.62 13.20 15 1.40 0.000 0.01 1.1 0.0 B4 0.00 0 0 0.01 NA N/A 0.01 343.64 348.67 337.50 41.26 15 7.73 0.014 0.59 6.3 0.2 B2 7.7 6.3 48.7 0.6 0.22 68 0.33896 0.71 N/A N/A 1.30 338.80 342.50 338.80 21.45 15 7.73 0.014 0.31 6.3 0.2 B3 7.7 6.3 48.7 0.6 0.22 12 0 0.37 N/A N/A 0.68 339.48 348.17 342.42 48.31 15 7.73 0.014 0.69 6.3 0.2 B5 5.7 4.7 26.89 0.3 0.12 90 0.23821 0.51 NA N/A 1.20 343.62 348.50 343.62 43.53 15 5.74 0.008 0.34 4.7 0.1 B6 5.0 4.0 20.1 0.3 0.09 4 0 0.17 NA N/A 0.52 344.14 348.92 344.14 111.23 15 4.97 0.006 0.66 4.0 0.1 B7 2.7 6.7 18.12 0.7 0.25 36 0.1969 0.51 NA N/A 1.16 34531 35192 345.43 64.89 15 1.64 0.001 0.04 1.3 0.0 B8 1.0 0.8 0.739 0.0 0.00 50 0.0044 0.01 NA N/A 0.06 345.49 353.75 349.00 39.97 15 0.95 0.000 0.01 0.8 0.0 B9 0.00 0 0 0.00 NA N/A 0.01 349.01 353.67 349.00 71.36 15 2.43 0.001 0.10 2.0 0.0 B31 0.00 0 0 0.02 NA N/A 0.12 349.12 355.75 Structure Area Cw to (Acres) (min.) B4 0.29 0.76 6.0 B5 0.16 0.68 5.0 B6 0.20 0.69 5.0 B7 0.14 0.81 5.0 B8 0.22 0.50 6.0 B9 0.25 0.60 6.0 B10 0.53 0.80 6.0 B31 0.45 0.85 6.0 \ / XISTINGSTREAM I \ \ \ , �- \\. - ✓ s` \ \ \ \WILLYAM A WELLS ®� V A TMP 046QOO co 00-023Ao \ \ EXISTING 100 479ACRE5 YEAR FLOODPLAIN (TYP.}��®®� s V ��4n�32O\ \ VA V A \\ \ \ STgT \ w, TF643P - SCOTT/R. CbLLINS'Z, Lie. No. 035791 p 11/2/21 � O J Ll Z O 0 Z 1 J a 0 on F- z LU w I W on H z I ru I � 0 U u) U 0 I � W CIE. I � un I [n Cl - '-I IJJ N N N Ch, L Q J M M (n a Q N Q ® � O r o w W� Cl CI) N W = z O Ld __J 1 Q J_ z> Q ___1 U - H QCj[ Q U O L9 (n t,� c z � z U O Lu W L7 z w I' ® Fl < O Ul � a Z w L�U/ 1 M F-- l ,^ J F w LU n/ L r_ J Q � O LU O N Iiii- U �� w F Lu a JOB NO. 182150 SCALE 1 11=50' SHEET NO. 16 GENERAL N07M 1. DESIGN IS IN ACCORDANCE WITH AASHTO LRFD, 9th EDITION. AND VDOT SPECIFICATION SECTION 302.03 2, LIVE LOAD - HL-93 WITH 10' - 15' EARTH FILL 3. MINIMUM CONCRETE STRENGTH, T'c = 5000psi O 28 DAYS. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. 5. BOX CULVERT MATERIALS AND MANUFACTURING SHALL CONFORM TO ASTM C1577, 6. INSTALLATION OF THE CULVERT TO START AT THE OUTLET END (BC-1) AND PROGRESS TO THE INLET END (BC-3). INSTALLATION SHALL CONFORM TO ASTM C1675 "STANDARD PRACTICE FOR THE INSTALLATION OF PRECAST REINFORCED CONCRETE MONOLITHIC BOX SECTIONS" 7. STRUCTURES SHALL ONLY BE HANDLED USING THE LIFTING DEVICES SHOWN ON THE SHOP DRAWINGS. FLEET ANGLE FOR UFTING SHALL BE NO LESS THAN 60' AND ALL LIFRNG PROCEDURES SHALL CONFORM TO OSHA REGULATIONS. 8. ALL EXPOSED EDGES SHALL HAVE A 1" CHAMFER TABLE OF UNITS MARK OTY DESCRIPTION VOLUME WEIGHT (CY) (TONS) BC-1 1 OUTLET ENO SECTION 7.98 15.16 BC-2 21 STANDARD SECT 7.03 14,24 8C-3 1 INLET END SECTION 8.66 17.54 WW-1 1 WINGWALLS NW 9.31 18.85 WW-2 1 WINGWALLS SW 9.61 19.45 WW-3 1 WINGWALIS NE 6.37 12.90 WW-4 1 1 1 WINDMILLS SE 6.37 12,90 BC-1 AND BC-3 INCLUDE HEADWALL WEIGHTS DRAWING SCHEDULE Sheet Number Sheet rue 1 COVER SHEET 2 OVERALL PLAN AND ELEV 3 PLAN AND ELEVATION 4 INLET END PLAIN 5 INLET END ELEVATOR 6 OUTLET END PLAN 7 OUTLET END ELEVATION 8 TYPICAL SECTION 9 REINFORCING DETAILS 10 WING WALL REINFORCING 11 REINFORCING SCHEDULES 12 MISC DETAILS 738'-0" (INCLUDING 1' JOINIS) A O - - - _'f CULVERT- - - - - - - - - - - I I I I I I I I I I I I I I I I I I I CULVERT PLAN FLOW m�l-- - - - - - - I - - - -1 - - - - - - - - - - - - - CULVERT ELEVATION OF N T L �TI�,L TMOf WQJCHESTER PRECAST pT'"' xw.w sTLURr 1vvm coRKA Lic Nw052135 a/za/nGROUNDS �,,,,y��®ae,eR,� �� Cma mEvameeeRo SoLun ALBEMARLE COUNTY, VA -MQTONAL6�0 �e/z1/:1 m 138'-0' 6-0j6-0� (19) BC-2 Z� Jr. ttP 5 9� � r � r� 0 I BC-3 BC -2 BC -2 BC-1 o------ ------ --- - -- ------ ----- 1 ALP LUA66G V-6" UTILITY ANCHORS. TYP ttP. PRECAST HEADWALLS PARTIAL PLAN VIEW TrP I I ------- ------ -- I I I I I BC-3 i BC-2 i i BC-2 i BC-1 FLOW ®INV 338.25 ' - - - - - - I - - - - - - I -- --- 1 ---_-t------ - - - - - - INV 329,83 A PARTIAL ELEVATION VIEW SLOPE = 6.10% IRECTION WLTRO F T TIld aO�d f WTNCHETER�PRECAST p SMART OAVID GORXA Lk.Nw053U5 B7zn/u Cmac9 ENameex,lw5 .eu ��POW GROUNDS ALBEMARLE COUNTY, VA ZONAL rsJ2,/z1 �� INLET END PLAN 12'-0" -�{ PRECAST HEADWALL NO m n BC-3 effa. WW-1 cI k340.75 airy WW-2 s(6 4"0 WEEP EL 341.75 HOLE, TYP h e S .m } 5 TP 3'-0' 6'-0" i' DA-1ONC DAYTON FERRULE INSERTS O 12' MAX FOR CIP CUT-OFF WALL INLET END ELEVATION I I I I I I DA-10NC DAYTON FERRULE INSERTS ® 12" IIII wW-4 Ww-3 a5• 46 ALP LUA66G /. UTILITY ANCHORS, s. 'P. 6 O. i1 4"0 WEEP, TYP OUTLET END PLAN dgA TROA aOTA �j WQJCfIESMTERPRECAST i' !i O wmrnmren� a slTwxT wv1D wnrA �,,,y�ew®ae,e� ucw.9szus Cmw .Evame.Srnnn B/za/u om � '7p ems '" �,� ALBEMARLE COUNTY, VA 5' x MQNQINN BOX CULVERT elfa ww-a 4"0 WEEP HOLE, TYP 3' ` PRECAST HEADWALL 10'-6" 3" 338.33 -(Ea WW-3 c(6 Y� 5' TYP 2'-3' 2'-3" DIP-1 ONG DAYTON FERRULE INSERTS O 12' MAX FOR CIP CUT-OFF WALL OUTLET END ELEVATION A 334.33 1" CHAMFER, TYP 12--0" B' 5'-0' S. 5'-0" B' ALP LUGASBG UTIUTY ANCHORS. TYP 0 ALP LUG466G UTILITY ANCH015. g• (4) TYP TYP IN TOP SLAB 1' COIL INSERT ALP •I CI631412P, TYP. \ 1j" x 31" KEYWAY m ,I n ALP LUGA56G UTILITY TYPICAL SECTION ANCHORS. (2) TYP CIP CUT -OF -WALL WINGWALL SECTION IN BASE SLAB FOR REMOLDING dpA rxof o� WRTCIHESTER PRECAST 6RNRT MLRO GORKA POLO GRO Tic Nn052Us w' �� e/zs/zt Cmme E,raRreexRoS ALBEMARLE COUNTY, VA UI VFW /ONAL>By0 �s/a,/i, CE1-TF TOP FACE C10U BOTTOM FACE 2' 3" A300 4 a 14' COV O/S FACE, TYP 'off B1 1GOV VS FACE, TYP At 00 W A200 A40G - C200 INSIDE FACE Cl-OF OUTSIDE FACE REINFORCING SECTION CLEAR COVER = tk' TYP ONO REINFORCING ELEV REINFORCING SCHEDULE BC-3 MARK OTY SIZE SPC TYPE LENGTH H V A100 6 $5 12" STR 1V-6" A200 6 #5 12" STR 11'-6" A300 6 X5 12' STR 1l'-6" A400 6 #5 12- SIR II'-$' Al 12 #5 12" 'U' 10'-3" 1-11- B1 16 g4 10' STR 5'-6" B3 12 $4 12" STR 6'-0" C100 11 #4 12" STR W-1" C200 11 d4 12" STR 6'-1" Cl-TF 11 px4 12' STR 5'-9" C1-IF 34 #4 12" STR 6'-1" C1-OF 23 $4 12" STR T-9" REINFORCING SCHEDULE - WW-j3'-1- MARK CITY SIZESPC TYPE LENGTH IT TOO 1 21 #5 9" STR 8'-4" LOC 2 16 #4 12" STR 8'-4- TOO 3 16 #4 12" STR 15'-B- LOC 4 21 #5 9" -L- 6'-B" LOC 5 16 #4 12" STR 6'-B- LOC 6 14 #4 12" STR 15'-B- LOC 7 21 5 9" -L" 4'-5" l'-0"LOC 8 16 /4 12" "L" 4'-0" 1'-0" LOC 9 2 1 #4 - STR 17'-1" Al O Cl-OF OUTSIDE FACE Cl-IF INSIDE � I I II I II I I II LL _ I LL o o p p II 1I n II 11 1•I 2' MAX REINFORCING ELEVATION SIDE VIEW AS -CAST WINCIIIiSTER PRECAST ii'' O murneneam.mv �n w STOART DAVID COPKA srmn,.mv,m®.onov® Uc Nw05W5 'S 6/z4/ss Concx ExomewrmS s.Lcc w omu �OAy .p`tlt � �oALBEMARLE REINFORCING SCHEDULE BC-2 SIZE SPC TYPE LENGTH H V #5 12" STR 1V-6' #5 12" STR 11'-B' M5 12" STR 11'-6" N5 12' STR 11'-6" I #5 12" 'U' 10'-3" V-1P 6'-5- #4 10' STR 5'-6' �4 12• STR 6'-0' B4 12' STR 5'-9" #4 12' STR 5'-9" C1-TF 11 g4 12" STR 5'-9" Cl-IF 34 #4 12" STR 5'-9" CI -OF 23 $4 12" STR REINFORCING SCHEDULE - WW-2 MARK CRY SIZE LENGTH H V FDIC 1 21 15 B'-4" LOC 2 16 #4 8'-4'3 3E 16 #4 15'-B"WC 4 21 J5 6'-B'LOS 5 16 #4 fSM8'-4e- 6'-B"WC 6 14 /4 15'-8"LOC 7 21 $5 4'-5" 1'-0' 3'-5"LOC 8 16 d4 4'-0' 1'-0' 3'-0' LOC 9 2 i'4 16'-10' VA LOG 1 LOC 2 VERT R.F. VERT F.F. 11' cm �" COV REINFORCING DESIGN MARK SIZE SPC TYPE TOO 1 a5 9' SIR UDC 2 Y4 1Y SIR LOC 3 g4 12- STR LOC 4 a5 9- SIR LOc 5 14 12" SIR ttt 6 y4 tz' SW LOC ] N5 FRO 5 y4 12' 'L' LDC 9 g4 - STR LOD 8 F.F. LOC 7 R.F. LOC 4 T.F. COV 85 DOWEL -IN R W6 HEAD x 12V O 12'oc fCW T LOG 5 B.F. LOC 6 TOP & BOTTOM REINFORCING SECTION REINFORCING SCHEDULE BC-1 MARK Ott SIZE SPC TYPE LENGTH H V A100 6 #5 12" STR 11' 6" A200 6 #5 12" STR 1V-6" A30O 6 #5 12- STR 11'-6" AbOp a #5 12" STR 11'-6" Al 12 #5 12" 'U' 1G-3" V-11" 6'-5" 81 14 n4 10' SIR 5'-6" 83 12 N4 12" STR 6'-0" C100 11 #4 12" STR 5' 3" 0200 11 p4 12" STR T-3" C1-TF 11 /4 12" STR 5' 7" CI -IF 344 12" STR 5'-3" C1-OF 23 #4 12" SIR 5'-7" REINFORCING SCHEDULE - WW-3&4 MARK OttESIZESPC TYPE LENGTH H V TOO 1 14 STR 7'-B" LOC 2 10 STR 7'-8" WC 3 14 STR 10'-2" TOO 4 14 "L" W-8" LOC 5 10" STR 6'-B' LOC 6 14" STR 10'-2" LOS 7 14 "L" 4'-5" 1'-G'LOC 8 10" "L" 4'-0"1'-0' 3'-0' LOC 9 2 STR 10'-10' TRIM BARS ALONG SLOPE, LOC 1, LOC 2, & LOC 3 TRIM BARS ALONG SLOPE, LOC I, LOC 2, & LOG 3 TRIM BARS ALONG SLOPE, LOC 1, LOC 2. & WC 3 T,i a S4 THREADED DOWEL -IN h VERT. O 12'oc �I 3- � O� VARIES n MOUN }" RECESSING 3" DIA-10NC Y CLOSED CELL DAYTON FERRULE NEOPRENE INSERTS O 12'oc CASKET T INSIDE FACE PRECAST HEADWALL DETAIL JOINT DETAIL dTJ,I.TNOF aO� WINC�STER�PAECASPOLO GR Y � OO �w�'�uiwun �wh^c SMART MVIO WRXA u,..w.asv55 Cono1�E.,o��,�Sw�„eo„5.rl.O eJza/ss F xls ALBEMARLMOND COUNTY, CULVERTVA BOX m �'W/ONAL>5W0 n•5/z1/z1 SCOTT/R. C15'LLINSZ H---I Lic. No. 035791,E 11/2/21�4 Z Z O a w Z � co �, Q C C O Z u c V/ w ¢ `u D c W ° ce L Z w 77 O u N Qv 0z F- 1 0 Lu w a i a w N LU fY O O c U w QON \ C O E O c L9z VJ < N J U Ch m af•��) Q 0 m N Q o O M 0 3 m 0 a a C) O O N Q \> N O W i ZS > Q J_ ��0 E TT� W 0 e< `o W U O L9 O 0 -.1 o S � z � z U 0 O W T ((v�11'jj u Ym X w 0 0 - J m ulC) 0 _I ^ O L.L � Z Z W , 0 W W W M Z � Z W Z J w O J J � O O O /n 4 v N O Lu O N < U x QN y N W O J O F- LU CJ E w K S o d N � JOB NO. 182150 g m SCALE ° NONE If C ° SHEET NO. 1 a 17A I GENERAL NOTES: 1. DESIGN IS IN ACCORDANCE WITH AASHTO Ill RUN EDRION. AND VOOT SPECIFICATION SECTION 302.03 2. LIVE LOAD = HL-93 WITH 2.75' EARTH FILL 3, MINIMUM CONCRETE STRENGTH, Vc = 5000psi O 28 DAYS. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. 5. BOX CULVERT MATERIALS AND MANUFACTURING SHALL CONFORM TO ASTM C15]]. 6. INSTALLATION OF THE CULVERT TO START AT THE INLET END (BC-3) AND PROGRESS TO THE OUTLET END (13C-1). INSTALLATION SHALL CONFORM TO ASTM C1675 "STANDARD PRACTICE FOR THE INSTALLATION OF PRECAST REINFORCED CONCRETE MONOLITHIC BOX SECTIONS" Z STRUCTURES SHALL ONLY BE HANDLED USING THE LIFTING DEVICES SHOWN ON THE SHOP DRAWINGS. FLEET ANGLE FOR LIFTING SHALL BE NO LESS THAN W AND ALL LIFTING PROCEDURES SHALL CONFORM TO OSHA REGULATIONS. 8. ALL EXPOSED EDGES SHALL HAVE A 1" CHAMFER TABLE OF UNITS MARK QTY DESCRIPTION VOLUME WEIGHT (CY) (TONS) BC-1 1 OUTLET END SECTION 6.85 13.57 BC-2 17 STANDARD SECT 6.2B 1232 BC-3 1 INLET END SECTION zpe 14.34 WW-1 1 WINGWALLS NW 10.47 21.20 WW-2 1 WINGWALLS SW 10.47 21.20 WI 1 WINDMILLS BE 10,47 21,20 WW-4 1 WINGWALLS SE 10.47 21.20 BC-1 & BC-3 WEIGHTS INCLUDE HEADWALL DRAWING SCHEDULE Sheet Number Sheet Title 1 COVER SHEET 2 OVERALL PLAN 3 PLAN AND ELEVATION VIEWS 4 INLET END PLAN 5 INLET END ELEVATION 6 OUTET END PLAN ] OUR£T END ELEVATION 8 TYPICAL SECTION 9 REINFORCING DETAILS 10 WING WALL REINFORCING 11 REINFORCING SCHEDULES 12 MISS DETAILS 112'-1,,i' (INCLUDING }' JOINTS) 'a -_C-U_LVII E CULVERT -FP-pILNiAreSE$N CULVERT ELEVATTSIIIcOATO nL°W�Nt�p-ASyRN TST eT-IeOOA/R WIN-c -,�SII NH-mm-,PznAE I°I "-sr�e., ,i x052ts - I I a-h 2/2Cor8NvSoumu - A�n�II L>BE+ a /-Mvs4Ri II O-UaM- aRYKwFrsVLAELC, JNNFI ULU /MAL n® OW I I I I I I I I I I I I I I I I I I _4 5'-11j" � 5-114'ttP. � (14) BC-2 JT� 5-8� I I I I I 3 1 13 3 I I T I I I I I I I I I I I I I I I I I I I I I I I I I I 1 -fi' ALP LUA66G ttP UTIutt ANCHORS. ttP' � PARTIAL PRECAST HEADWALLS -� PUN VIEW m Bc-3 m I I Bc-z I I I I I I I I Bc-2 I I I I Bc-2 I I II II Bc-1 FLOW II II INV 340.00------- ------ — -- ------ ------ -- --- INV 337.42 SLOPE = 2.41R oj�LT"6pCF:STLRPRECAST mrzusrreConca6r68No,NemlhvS.,moNsT ® ALBEM4RLE COUNTY, VA INLET END ELEVATION 11._4. 1B._0. PRECPST HEADWALL 3° EL 344� .� III.�3• EL ]46.56 0 - �p WW-4 rEL 92 � 6'-0 '0 3 -0° I 3'-0' 6'-0- EL 339.92 M � INV 337.42 �------------� 4"0 WEEP, ttP OUTLET END ELEVATION �T/U.TX OP WA1CFBi5TERPRECAST AomrlrMnxn� STUART MVID OORYA arsnwnevsmeemrvcreivmme.. Uc Na 052135 F.o opxsx,I b2w23 CONCA6IHEMO,N66RdO sOL,1fIWS.VG ALBEMARLE COUNTY, VA AL�° 1" CHAMFER, TYP B• 10'-0° 8° ALP LUG488C UTILITY ANCHORS, (4) ttP IN TOP STAB m� T,PI ALP LUGA66G UTILITY ANCHORS, TP 1" COIL INSERT ALP C1631412P, ttP. I C ALP wcgssc uram TYPICAL CULVERT ' ANCHORS, (2) ttP SECTION IN BASE SLAB FOR TYPICAL WINGWALL DEUDLDINc SECTION ay.LTX OR °P WINCFD:STI�PRPCAST SMART RAVID GORGA tie Na OS2115 srs,wrvmm,xaclxcreavlwn n: 8/z4/22 C.re Bxo. Srn.,mo,m. uc ALBEMARLE COUNTY, VA .. a/zi/z, ® C1-TF 10P FACE C100 BOTTOM FACE 3'-5' ttP ® p300 Cl-OF OUTSIDE FACE Cl-IF INSIDE FACE A100 UW B1 Al wQ �G o _ o 'off o UU A20D 2' MA% REINFORCING ELEVATION A400 SIDE VIEW AS -CAST C200 INSIDE FACE Cl-OF OUTSIDE FACE a FORCING REINFORCING SECTION SIGN MARK ZE SPC ttPE CLEAR COVER 1;" 1YP UNO 6 6' SRt 6 8' SIR a ,2- sm , a t2' SIR Vp%'LTN OF 1NINCHESTER PRECAST At s t2• 'u' a t2' 61R a � O.ao�nm ��m�v cauwrs tr sTR SMART LNVm GOIWA arecglrrmue�xeemwmr,wna.- 4 tY SIR ISe No- 052t36 Famm 0e1''q'4 4 12' 5Tfl 6/24/21 Con®fire P.xo,NaFAlnv S'OL,moKs. LLC 4 12' SIR 90�`t3lONALWW°�X� ��>'e�+�>o� mxrs ALBEMARLE COUNTY, VA 4 1S STR J 4o I I I I I I I I I I I I - I I I I I I I I I I I I I I < REINFORCING LOC , RF. DESIGN MARK SIZE SEC TYPE La , P6 e' s,a u1c 2 Pa ,z' sm LOC 3 P4 12' SIR ® LOC 4 PS 9" S,N LOC 5 M4 12' SlA LOC 6 P4 12' STR Lac ] Ps e' 'C ttt a A4 tz' Las A4 srR LOC 2 LOC 1 w VERT F.F. VERT R.F. n U LOU 8 F.F. LOC ] R.F. LOC 4 T.F. LOG s B.F. REINFORCING ELEV Lac 6 TOP & eprrpM WW-1 SHOWN OTHERS SIMILAR REINFORCING SECTION CLEAR COVER = ,}" ttP UNO �&3.TN Op x a0� � WIIJCFBiSw�P�CAST Y Or°'o'es ��Ren wnwm �,aHm.nm a,E snuixr DAvm oonrA Lc No-052136 6/24/21 Con®61a P.xo,Neralnv Srn.,mo6s.,,Lc ALBEM4Rt£ COUNTY, VA NALEP°R' e.e/zi/rz, 18'-5' A100 5-9 Cl O Loc z F.F. LOC 9 LOC J R.F. LOC B F.F. s LOC 4 T.F. LOC 5 B.F. REINFORCING SCHEDULE BC-3 MARK Ott SIZE SPC ttPE LENGTH H REINFORCING SCHEDULE WW-1,2,3&4 MARK QTY SIZE SPC TYPE LENGTH H V LDC , 24 g5 9• SR2 8'-4• LOC 2 18 g4 tY SIR 8'-4' LOC 3 16 $4 12" SIR 17'-8" LOC 4 24 $5 9• SIR 6'-B" LOC 5 18 $4 12' SIR 6'-8" LOC fi 14 g4 12' SIR 17'-8" LOC ] 24 gs 9" 'C 4'-5' 1'-0' 3'-5" LOC 8 18 ga 12' •C 4'-0• 1'-0" LOC 9 2 g4 - SIR 18'-11" TRIM BARS ALONG SLOPE, LOC 1, LOC 2, & LOC 3 (2) g4BARS � 6" .f REINFORCING SCHEDULE BC-2 MARK Qtt SIZE SPC ttPE LENGTH g4 THREADED DOWEL -IN VERT. ® 12"oc }' MOUNTNG U RECESS �• OIA-, ONC DAITON FERRULE INSERTS ® 12•oc PRECAST 'HEADWALL DETAIL 1' CLOSED CELL Z" NEOPRENE GLSKET, TYP 1. n VARIES INSIDE FACE JOINT DETAIL REINFORCING SCHEDULE BC-1 Ott SIZE SPC TYPE LENGTH H V OiMPRN P100 11 l $6 6" SIR 11'-D' A200 11 $fi 6' SIR 11'-0' A300 fi g4 12" SIR 11'-0' A400 6 g4 12' SIR 11'-0• Al 12 $5 12" 'U' 15'-3' 3'-5" 8'-5' BI 12 $4 12' SIR 7'-6' tt $a 12" SIR 5'-2" clap tt ga 12• SIR s'-z' C1-TF 11 g4 12' SIR 5'-6' Ci-IF 16 g4 12' SIR 5'-2" C1-OF 27 g4 12° SIR 5'-8' SCOTT/R. C5'LLINSZ Lic. No. 035791,'� , 11/2/21 o�S'I nnreT. ce Z Z Q CL U.1 � I ~ I Z W I O I U I N Q oif I 0 1 � W I � I w I N Q � O N E O c � OB NO. 182150 � g m ° SCALE NONE ° ° SHEET NO. n 178 375 POLO GROUNDS ROAD - STA. 24+75 CROSS-SECTION 375 370 w w w 370 365 - - - 365 .t M It O0 N d) N Ol 00 W 00 W lD W 11 l6 M M M M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 25+0o CROSS-SECTION 375 369.65 EP O w u w 37p 369.98 TC °' - o%SLOPE 2%SLOPE x "' 37 o - - - - - - - - - _ _ _ - - - - - - - - - 365 365 ` 36o W 360 O Ol O V1 0 l0 l0 N m 6 m m m 0 M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+20 0+20 375 POLO GROUNDS ROAD - STA. 25+25 CROSS-SECTION 375 370.69 EP 371.ozTC u m u 370 wo%SLOPE z_5%SLOP -w 370 365 - - --- - - - - �� 365 36o 36o M O d co a) O N lD M l0 M ^ 10 D m O l0 m M H n m M O n m M n M w m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 25+50 CROSS-SECTION 375 371� 7 311. C o.5%SLOPE 37p -1.5%SLOPE _ 370 -a a \ 365 m W w J u W \ w \� 365 ------- 36o 36o M N d H N O 00 w d 00 �o l0 �n l0 6 i0 t ^ l0 ^ ,y ^ ri ^ ri i6 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 25+75 CROSS-SECTION 375 i%SLOPE 4%SLOPE .z3TC, 370 -- - - - ---37.90EP _ 3 --- ----- - 370 u o_ w m w J o_ \ 365 w W 365 o o m N 00 00 m �D m m m m l0 m m m m m D -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 26+oo CROSS-SECTION 380 374.16 EP O o_ w w J a u w m 375 - - - 374-49 TC w w 375 - ----_-- _ 1.5%SLOPE 370 \ - - - 370 O I� N O T O -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 26+25 CROSS-SECTION 3$p 37530EP v a O aw m w w 3 375 -- 375 6 TC e - w _ a/o SLOPE -X- - - ?- °/a SLOPE w - �X r- 375 370 - 370 Ol O1 ON N H �D O 00 l0 m m m m m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 3$p POLO GROUNDS ROAD - STA. 26+So CROSS-SECTION 3$p ` 376.4o EP J LL 376.73TC 2%SLOPE u 4%SLOPE w 375 _ - - - - - - -_ 375 370 m w w 370 O I� Ln Ln M 00 N M ri n O 00 n n l^ l ^ n n m M mm m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 26+75 CROSS-SECTION 385 3$p 377.46 EP m w w 'a 380 377.79 TC _ X - \ 4%SLOPE 45%SLOPE w 375 -------T----- ---- ---- - - 375 370 370 0 •i m O V1 rl 00 m n m n m ^ m m n F m n F m m Li) m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 27+00 CROSS-SECTION 385 38o \ O 378.24 EP m w x u- v w 380 \ 378.57 TC w X 5%SLOPE ---- 3.5%SLOPE --- -- -- 375 ----- --- 375 370 370 00 Ol .t M OJ co rl 0o M N ri co m m m "^-' CO m m co ^ m m ^ m � m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 27+25 CROSS-SECTION 385 38o 378.79 EP O w w m x w a w 38o 379.12 TC 3 50/0SLOPE S SWSLOPE w 375 375 370 370 r1 rl O 0 N N n ^ 3 0^0 Vt N 00 M 00 I� m 00 ^ m 00 W m m 01 m W n m 00 W m m ^ m ^ m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 27+50 CROSS-SECTION 385 v a s 379.2i EP m w w J i� a w 380 \ \ 379 54 TC w o /o w 380 375 ---- \� 375 370 370 m Ql rl M w H co N rl M1'1 m 00 m co m co m rl m 61 m m 06 m 06 m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 27+75 CROSS-SECTION 385 V DCL \ 379-26 EP m w Iw v w 38o 379-59TC w w 380 IUDLUet 375 \- ----- -- \�\ 375 \ 370 370 0 N 00 N Vt 0 O^1 M 00 M co m m O^1 m M 06 M 00 M m M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 GRAPHIC SCALE 10 0 5 10 20 IN FEET 1 inch = 10 ft. 385 POLO GROUNDS ROAD - STA. 28+oo CROSS-SECTION 385 379 16 EP w x w 380 379 49 TC l x 380 \ - a Sl aprw 375 ---J ----- ---- \�� 375 370 370 N M m �^j V1 tD rl p 00 N Vl 00 00 n Ol n -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 28+25 CROSS-SECTION 385 w 37875 EP m 37w X u w $O 380 9.08 TC w 3 \ 1%SLOPE ogrOp 375 375 370 370 N 1� rl rl m l0 ^ l0 rl N o 00 00 C6 co 6 00 CO 00 m m 00 m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 28+50 CROSS-SECTION 385 38o \ \ 378.27 EP m "' w u 380 \ \ 378.6o TC x w _ _ 0.5% SLOPE_•5 -_-_ OPE 375 375 370 370 N ^ o 0 o ff H 000 m cl m m ni 00 00 m 00 m 00 e6 m 0 o6 a0 00 06 m ^ m � m m ri m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 28+75 CROSS-SECTION 385 \ 377-73 EP 3$0 \ V O w X J w 380 \ 378.o6 TC m X 1.5%SLOPE - ---- 5%SLO --- E 375 - ----� 375 370 370 �n o co o ,^+ 00 m �D m N m 06 m 00 m ^ 00 m m 06 m M I- m m M l6 m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 2g+oo CROSS-SECTION 3$5 3$0 37 .33 EP u0 ui a w J u o_ w 380 3 .66 TC m x x 3.5% SLJ1PE ------ 2%SLOPE ----- - 375 --- -,\ 375 370 370 00 0. m . co 14 co m co m 00 m rrm m m m m rz. m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 29+25 CROSS-SECTION 385 38o 37694 EP p w w u w 380 377.z7TC m \ - - - -- 3%SLO w E w 2.5%SLOPE 375 ---- ----- ---- ---- -- - 375 370 370 1p W N lD OM M 00 M H Ol O 00 m m Mi lD m m ^ �D m m I^ m M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 40 0+10 0+20 SCDTT R. LLINSZ Lic. No. 035791 a Po 4/9/21�4 1S70NAL EEO\ z O d Z w M 0 0 < Z J O Q y u H_ w H W Ce z L9 Ir- Q z M M N - ce) O F1 w z W N < o W a- v w w z \J / Q In Lr) _LLI O L9 U Q Q z O z:) U O 0 °C V) W Y (D 0 H 0 � O O U) Z w w M O J U) tlo O CL w LLI I1- J W O O J H U W ~ W a.I w LO JOB NO. 182150 SCALE 1"=10� SHEET NO. 18 0 0 c 38o POLO GROUNDS ROAD - STA. 33+00 CROSS-SECTION 38o 38o POLO GROUNDS ROAD - STA. 29+50 CROSS-SECTION 38o 37b.bb LF - -_ - - - 376.ggTC 3%SLOPE 3%SLOPE 375 -------- - ---- ---- ---- 375 a a w 370 m w u x, 370 oD r,� o N o 100 m m m m m m lm m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 29+75 CROSS-SECTION 38o 376.3o EP - - - 376.63 TC 1 30A SLOPE 3%SL PE 375 375 V 370 m a w w W u a w W 370 M o s m m �D m ^ �D ^ w w -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 30+00 CROSS-SECTION 38o 375 98 EP - - _ - - 376.31TC 4%SLOPE 1%SL PE 375 -- ---- - ---- ---- 375 a_ Oa w J 370 m w w u (L_ w \ W 370 m r n o .. m o In InLD a m m m m m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 30+25 CROSS-SECTION 38o 375-71 EP 375.04TC 375 ----_ 40/0SLOPE - - - v w 1%S ---- OPE ---- 375 w 370 a m w w J u W 370 1� \O to �. lD N 'i 0) m m m M m m Ln m m m m In -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 30+50 CROSS-SECTION 385 380 aa ww 38o 375�63 EP X 5TC3796 LOPE A S SL PE 375 375 \ \ 370 370 lD M O� O ^ I� 0 00^ •i S I� O 00 m W m ^ m m u1 ^ m M ^ m M m m m t0 m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 30+75 CROSS-SECTION 385 \ 380 a J 8o w 3 11 a \ 37558 EP m w u w w - - - 4%SLOPE 1.5% SLOPE _ - 375 - - - _ 375 370 370 N Ol N to L0 W 0 O � rl M I� It m 0) m O. r m m N � m m � ID m m � 1p m m l0 m Ln m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 31+00 CROSS-SECTION 385 � 38o a v a 380 v a 375-47 EP m w w w w 375 8o TC 4%SLOE 375 - - -i.5%SLOPE - - - 375 370 370 O O O 00 O OO1 O O N 0) 00 M 00 m l^ m ^ lr, M m ^ lr, M m ^ l,t m m M Li) m -o+so -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 31+25 CROSS-SECTION 385 38o a a 38o \ \ 375-11 EP m w -w w 375 37549 TC 4% LOPE 3%SLOPE - - 375 370 370 O S N N O N n O lD ri 00 � Ll) r In ^ n M lit ^ r, M M In ^ rl M m lD n M lit r\ M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 31+50 CROSS-SECTION 385 38o W 38o a J v a V w 374-75 EP m w w 375 375-08 TC 4%LOPE 30SL PE- _ - - 375 370 370 In rn 00 vt H vt co o m In m S m t m m t m m vt m m ui m In m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 31+75 CROSS-SECTION 38o \ \ 374.16 EP O� w x v 375 374-49 TC 4%5L PE 5oAS OPE w w 375 370 370 1� rl rl IN O N n 'i O m m m m m m m m m m Lil m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 32+0o CROSS-SECTION 38o 375 \ 37333 TC m w w \ 373.66TC w _LOPE . %S OPE _ w_ 375 NOTE: EXISTING ROAD SHALL BE REPAIRED' O A, 37O 37 O %MAX. CROSS SLOPE WITH MILL & OVERLAY OD M O 0) W INM om -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 32+25 CROSS-SECTION 38o 375 J a a �j 37z.51 EP o w w a w 375 372.84TC m _ -X 6.50/b LO 4o w 370 370 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A 4%MAX. CROSS SLOPE WITH MILL & OVERLAY 365 365 S a0 r0 IN 'O m 0) O 00 0) .t ri M m N m m N m m N m mm INm m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 380 POLO GROUNDS ROAD - STA. 32+50 CROSS-SECTION 38o � J 375 a d 371.70 EP m w w V a w 375 372.03 TC w%S OPE 2%SLDPE 7 X w 370 - - _ 370 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A 365 4%MAX. CROSS SLOPE WITH MILL & OVERLAY 365 a0 N O co .i N 0) 00 O 00 V) N m M m m M m m m m IN m m m o o- 3 So POLO GROUNDS ROAD STAO+12+ 3 75 CROSS-SECTION 8o 3 375 v 375 W 71s9 T 6%S OPE o%SL PE w 370 - - - 370 OTE: EXISTING ROAD SHALL BE REPAIRED TO A 365 4%MAX. CROSS SLOPE WITH MILL & OVERLAY 365 07 M .t T . M m a M M Ln )D o o m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 \ J 375 a 370.11EP m w w w x w7%SLOPE - ° - 370 \ � � 370-44TC oASLO E w 370 NOTE: EXISTING ROAD SHALL BE REPAIRED TO Al \ 365 4%MAX. CROSS SLOPE WITH MILL& OVERLAY 365 N n N N O m � m n H D n m N ^ m O ^ M O O ^ m m O O ^ m M O O ^ m M O O r\ m M O M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 33+25 CROSS-SECTION 375 v a a \ \ 36939 EP m w w 6 z TC x 370 \ \ 3 9-7 5.50/,SLOPE NOTE: EXISTING ROAD SHALL BE REPAIRED TO A 365 0.5%SLO E a w w 370 365 4%MAX. CROSS SLOPE WITH MILL & OVERLAY a m o o 00 N 00 o D m m mm a 0 mm m mm m mm m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 33+50 CROSS-SECTION 375 v 368.76 EP O w w v a 370 36g.ogTC m w o PE 1%SLOPE x 370 \ NOTE: EXISTING ROAD SHALL BE REPAIRED TO A 365 365 4%MAX. CROSS SLOPE WITH MILL & OVERLAY In ci O 00 n N S 00 N N S rl It o m � c6 00 ID �D a) m � c6 a) � m w � 06 ID M M M M M M M M M M M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 33+75 CROSS-SECTION 375 J \ U a a 36834 EP O w w u a 370 x 368.67 TC m w LOPE o_ ° X 37 O 365 NOTE: EXISTING ROAD \ \ \ 365 SHALL BE REPAIRED TO A CROSS SLOPE 36o WITH MILL&& OVERLAY 360 O lD �t 1 •i00N 1 O. 00 0.) l-I m m m m 6 co m m M m w m M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 34+00 CROSS-SECTION 375 J u a w a 370 367.92 EP m w 370 _ 368.25TC 5 SLOPE ¢ ---- --_\ 365 J -- 365 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A 360 4%MAX. CROSS SLOPE WITH MILL & OVERLAY 36o W lD I O) Om n m In 00 d .t 0) m m m �D m m M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 34+25 CROSS-SECTION 375 \ J V a a u a w 370 367.64 EP m w X w 370 --------36797TC SLOPE - U-.5M 365 7_7 365 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A \ \ 360 4%MAX. CROSS SLOPE WITH MILL & OVERLAY 36o ci N M ^ N co 0 N IN rl N fl N rc) 10 � ^") "D M �0 m m M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 34+So CROSS-SECTION 375 \ a V a a V w w x 370 370 36735EP m w X w 367.68TC g 5 0SLOPE O%SLOPE 365 --- ---- �, 365 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A \ 36o 4%MAX. CROSS SLOPE WITH MILL & OVERLAY \ \ 36o o a N a N � m M 0000 m r� CID co 10 10 w M M M m M M M M M M m M -0+50 -0+4.0 -0+30 -0+20 -0+10 0+00 0+10 0+20 GRAPHIC SCALE 10 0 5 10 20 40 IN FEET ) I inch - 10 FIE SCOTT R. LLINS'Z Lic. No. 035791 a Po 4/9/21�� 1S70NAL SEC' \ 0 L9 Ir- z 00 Q J cM a Z 00 o N N Q ° co O 3 a-F 0 V vi O 0 ° Lu o W N Cn z N Q O WQ > 10- U o Lj Ljj Z J � V) a > Q LLI lJl O° pL9 ° O U)1 1 `o I1 0 �0 3 zz Q _ O U p Lr- 0 W' � In ID Y (D Q Lu zo H O a U) O '�ramr� o W O w Zw w M J Z OZ ) U �/iloC Z JLu I L o w ° J O a o a O Lu O O ° x N Q° W 0 J � U ~ O w w E W m O a to JOB NO. 182150 0 N SCALE ° 1ll = 10l ° D SHEET NO. o 19 ° L H 370 POLO GROUNDS ROAD - STA. 37+75 CROSS-SECTION 370 375 POLO GROUNDS ROAD - STA. 34+75 CROSS-SECTION 375 J a \ a W w w 37O 367.07 EP m w x w 370 367.4oTC 7,5%SLOPE 1%SLOPE 365 ------------ 365 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A \ 36o 4%MAX. CROSS SLOPE WITH MILL & OVERLAY \ \ 36o N 00 l0 ri l0 ri l0 ^ n ^ n 1 M m m m m M m M M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 35+00 CROSS-SECTION 375 37 O u a 366.82 EP m a w x a x 37 o \ 367.15TC 4%SLOPE 1.5%SLOPE 365 --------- 365 36o \ \ 36o N rn M m 0kD S m m m M m M m M m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 35+25 CROSS-SECTION 375 J 370 o a 370 366.42 EP m 366.75TC �G`✓r SLOpi- 2.5%SLOP 365 - --------- --- - _-\ 365 \ NOTE: EXISTING ROAD SHALL BE REPAIRED TO A} 36o 4%MAX. CROSS SLOPE WITH MILL& OVERLAY \ \ 36o 0 d N W O 0 M 0 N 00 M M M m M M M M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 35+So CROSS-SECTION 375 370 u a w u 370 \ 36595 EP m w x \ W w -366.28TC 5%SLOPE-1_5%OSLOPE 365 _ - \ 365 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A \ \ 36o 4%MAX. CROSS SLOPE WITH MILL & OVERLAY \ \ 360 N N o M ^ o m LD m m m M M M M M m M (n M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 35+75 CROSS-SECTION 375 370 a J a - u a 0 w 37 _ 365.41 EP m "' x w 365 -- - 36574 TC 4.5%SLU E \ ✓ o.5%SL PE 365 \ \ NOTE: EXISTING ROAD SHALL BE REPAIRED TO A \ \ 360 4%MAX. CROSS SLOPE WITH MILL & OVERLAY \ 36o N 111 N N 00 L!1 C)00 0 00 m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 36+oo CROSS-SECTION 375 370 a J n 370 365.og EP v a_ u m w w w 365 ------------ 365.42TC 2%SLOPE :1% SLOF E 365 36o \ 360 rl I� ON M m M M M M m m M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch - 10 fL 375 POLO GROUNDS ROAD - STA. 36+25 CROSS-SECTION 370 365 36o 355 � C) 364.5o EP m 364.83 TC 375 a a 370 w w u w w w z%SLOPE z%SLOPE 365 - - - - - 36o 355 N tD �t tD N T O 1� r\ CO 1.6 M m m m m M M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 36+5o CROSS-SECTION 375 370 370 6 35 u a 363.78 EP m w w x W w x w 365 -364.uTC SLOI I: 36o \ 36o 355 355 co m N 0 H N L' W HO H O m In m S mM h'1 .mt M mM m m m -0+50 -0+40 -0+30 -0+20 -0 10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 36+75 CROSS-SECTION 370 a w J v a w 365 363.o3 EP m w w W 365 \ 363.36 TC ,- ----- 3 5 ----- --- - 36o \ - \ 36o 355 355 co .t O N Vr f N 00 It m �t m m m m ^- m D m lO m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 37+00 CROSS-SECTION 370 365 a 362.37 EP m W w ua v w w 365 \ 362.7oTC 3o%SLOPE z.5%SLOPE 36o ---- --- - - ------ 36o \ 355 \ 355 O lq N l^ l000 OIt 1p M l0 M w m tD W m 'D w m l0 M l0 M 6 w M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 37+2S CROSS-SECTION 370 a J a w w u w 365 365 vO 361.82. EP m x x 362.15 TC 2,5%SLOPE 3% SLOP E 360 -- _ ---- ----- 36o 355 \ \ 355 cmi N N Vl co m M m N M Mi N M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 37+50 CROSS-SECTION 370 365 v a w u w 365 361.1g5 EP m w w \ 361. 2TC 3.5%SLOPE 3%SLOP 360 - ----- _ --- ---- - 36o 355 \ 355 \ N m o 00 m � N m io a ao m w m � m D M m D M M M m M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 365 „ \ 36o.42 EP m W Ix w w 360 60. - - 3 75 TC 3.5%SLOPE --z%SLOPE - 36o 355 \ 355 0o n o p o m 0) co 0o � m � M � M � M m ID M M 0 �D M M t m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 38+oo CROSS-SECTION 365 359-79 EP 3 60 36o.12 TC U m a "' ° 2.5/o SLOPE ` u o.5%SLO E - 360 355 w w \ 355 I� lD ri m 'i N l0 � N N V1 It m o m O m 0 O m 0 mci) m o m 0 m 06 m m M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 38+25 CROSS-SECTION 365 W \ 358 74 EP 360 359-07 TC SLOPE NOTE: EXISTING ROAD SHALL BE REPAIRED TO A o%SLOP w w 360 \ 355 4%MAX. CROSS SLOPE WITH MILL & OVERLAY 355 m 0) a) 6 a) L 6 m Ln W a) Ql m W m M M m m M m M m M M n't -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 38+50 CROSS-SECTION 365 a 360 357-94 EP m W w w w x w 36o \ 358.27TC ,@PE o- - - - 355 _ _ \ 355 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A 4%MAX. CROSS SLOPE WITH MILL& OVERLAY 350 350 L9 �0) o0, oa, 'D 0) o N L m 00 M 00 L � m 00 Ln �n m 00 M 00 ,, �� M 00 m 06 m m m m M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 38+75 CROSS-SECTION 365 6 3o v ow w a X x 360 357.03 EP 36TC-%SLOPE- m o.5%SLO r E w357 \ - - 355 - _ --- ------ 355 350 350 N o m ,^� m O m 0) 0) 0 m m m Ln m m m L m �6 M m M m m o 6 POLO 35 GROUNDS ROAD- STA. 39 +00 CROSS-SECTION 365 360 v a a w J u a X 360 356.21 EP m w W 356.54 TC 3.5%SLOPE o.5°h SL0 E 355 -- -- -- --- ---- - - - - - - - 355 350 350 o M 00 Ln It N 0 00 m � 6 M kD M m m �0 m t16 m t16 m �6 m M m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 39+25 CROSS-SECTION 36o 35530 EP v a O w J u 35563TC m 3%SLOPE 355 - - 0.5%SLO E -- - - -- 355 a a 350 w w 350 00 0 0 0 W of 01 H N 00 0l 0 m m mm mm mm m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 SCOTT R. LLINS'Z Lic. No. 035791 a Po 4/9/21�� 1S70NAL SSG\ z O J d tn Z Ca O 0 < Z J O Q > z w H W Ce z L9 Ir- < z 0 N - ce) O i 1--I F1 Lu z W N < o W a- V Ld w zJ�V � Q vi 0�/ �_j LL L9 O V _ Q Q z O = U O 0� °C V) W Y U' 0 Lu O D O O ul U) 01. zLu W O _j I U) t10 O CL J � w LLI ZD J w O o � Q u � w J u w F w O a w � JOB NO. 182150 SCALE 1= 10� SHEET NO. 20 36o POLO GROUNDS ROAD - STA. 41+00 CROSS-SECTION 36o 36o POLO GROUNDS ROAD - STA. 39+50 CROSS-SECTION 36o 354.0 EP 355 - 35444TC 350 u m o w am w 3.50i6SLOPE u o.5%SLOE w w -- 355 350 o rn o?0 It o N m m tD m m m m m Ln m m Ln m Ln M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 39+75 CROSS-SECTION 36o n a V 1 w 355 — - _ — 352-83 EP m w U U o a w w 355 _ 350 — _ 350 I� W f H n0'1 00 00 �!) V1 M V) M t m m M M m M N m m M M Vm1 m M Vm1 M m M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 40+00 CROSS-SECTION 36o 355 1 35 -79 EP o W a J L " a w w 355 - - - - - - 4o/a SLOPE 2% SLOPE --- 350 — --------- 350 345 345 M l0 N H N O 00 N N n O) t t M t m M t N M M M M rl N M M CI N M M N M H M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 40+25 CROSS-SECTION 355 u P-a m w w v 355 349 12 EP a w 350 349�45TC w2%SLOPE 2.5%SLOPE W 350 345 345 340 — — — — 340 335 \ 335 330 `� _3330 NMt 00 Nt N . D) CtO . M OlOt N lD On 00 O + N tN W N 'i N t N t N Ol N t It OD (7) t m O ' m M t M M M M M M M M M M M M M M M M M M rv`. m M M M M -0+90 -o+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 36o POLO GROUNDS ROAD - STA. 41+25 CROSS-SECTION 36o 355 u a X 355 348.56 EP u O o- w a X 350 - - - - 348.8g TC 00 w 2 w 350 345 345 - - - - - - - - - - - - - - - - - - 340 — _ _ 340 335 335 0) O M 0 D) tm H m O 00 H 0) m w H 0) O a) O 00 a) w n O m D) o w l0 It t m H w M t ri t t '{ M t 'i M t )4 M t 6 M t �y M t S M t N M t d, M t c6 V) t 6 W t CO o) t m t I� t ^ M t N H t ^ O t M �. M M t M M t M M t M M t M M M M M M M M M M t M M M M t M M M M t M M t M M M M M M M -1+20 -1+10 -1+00 -0+90 -0+80 -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 36o POLO GROUNDS ROAD - STA. 41+50 CROSS-SECTION 360 355 351.11 EP iUn a a w v X 355 - - 351.44 T m w .. w. .. 3.5%SLOPE 1%SLOPE 350 — �= — —' — — 350 \ 345 345 i 340 340 V1 I� 0M N m 00 H. N ' H ON O) m O) O Ol m m m 0m m m m m m m m m m m m m m -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 40+50 CROSS-SECTION 0+20 0+30 0+40 0+50 355 uma 348-35 EP a w w 355 a w 348.68TC o --- 35 0350 345 345 — , --- — — — — — — — — — — — — — — — — — — --- 340 ----- --- 340 335 335 O`,D H O) 00 00 r� r, O) �/) t H t H� M 00 O Ln M N O O,D to ,D 00 n Q1 00 00 Ol O) O) M H� 00 �D N (n M t N m t t � M t W M t N M t t t rl t t t t )!) t W t aD t 00 t 1� t ^ M t N t N t H t O t 00 M t M M t m M „) m m ,,, m M „) m M t m m t M M t M m t m m m m �. m m M m M M m M M m m M m m M m -0+90 -0+80 -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 36o 36o POLO GROUNDS ROAD - STA. 41+75 CROSS-SECTION 355 350.46 u r1 EP lum w w w U w w 355 35o.79TC 2,5%SLOPE 2%SLOPE 350 --- ------ 350 345 345 - -- 340 340 t CO 0) O N O l0 '+ I H O n� V) Om t t� 't O) f M H O O O y) 14 t m V1 -0+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 36o POLO GROUNDS ROAD - STA. 40+75 CROSS-SECTION 0+50 o+6o 0+70 36o 355 355 350 u 348.23 EP m a w a w w � v a w w 350 8. 6TC o 2%SLOPE 345 _-- --- _ —� - 345 ---- 340 ------ 34 O N H O) H W M O) t lD O H D) D) W l(1 H t 1� M L!) N t N t �/) O) to 00 OJ rl D) m O M V) L!) 1� O N H H N N t() ^ L!) H t t d Ll) O V) t 00 lD t 00 V) t CD OD t 00 N t N t 4 t ^ M t ul M t t N t M N t r! M M M M M M M M M Ln M M t M M t M M t M M �. M M M M t M M t M M t M M t M M t M -0+90 -o+8o -0+70 -0+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 36o 355 POLO GROUNDS ROAD - STA. 42+0o CROSS-SECTION 355 349.92 E 355 m w a w J v a w 350 350.2 T 5 w2%SLOPE 2.5%SLOP w 350 345 i 345 0 ` / / 335 335 M N O) i� m H t 00 t t lDO V00O M O) H t O GO H t t w O N 00 )0 M t N M t't N t O O t O t t H t t H O t H O t O) O t O O to O to 00 't t 00 t N `t t N H t N 00 t 00 m t m m t m m m M M m �^ m m �^ m m `^ m M Ln M m m m t m m t m m t M m M M m M m -0+90 -o+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+20 0+20 0+30 0+40 0+50 o+6o 0+5o o+6o 355 a 348.48 EP O 0- w a x J u a 350 -------------- ---- 348.81TC 00 w ° w 350 345 340 345--- ---------- ----------- 340 O M m m W t 00 H m H m0 t 0) 1. It 1. � V1 00 H O N OD t 1� t O l0 t N lD t S to t N to t O l0 t W l0 t m tD .t m OD t m D) t d) t CD t M M (,) M L m m Ln m m l,) m M m �, m m t m m t m m t m m m m -1+00 -0+90 -o+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch - 10 ft. 0+10 0+20 Lic. No. 035791 4/9/21 Z O J a k N Z 0 0 � Z J O y � F- U)^ > z w F�1 W Ce L Q M CM Q N Q cy") O H N H o W z, N Q O ~ > W LJ ] J J_ 0 Ln 1 i � Cf)Q O H � O U) lJ _J Q Q _ ::D O U p Q� 0� to - Y (D 0 H 0 D � 0 u 1 /'� 6 LL — ! W W M O J C0 0 J � W Lu o W O o Q U U, W J 0 O w w JOB NO. 182150 SCALE 1= 10� SHEET NO. 21 0 a 355 POLO GROUNDS ROAD - STA. 42+25 CROSS-SECTION 355 36o POLO GROUNDS ROAD - STA. 44+00 CROSS-SECTION 36o 348.82 EP 50- - - - - 349-15TC - - - - - - - - - - _ 345----------- O m a w w �"2% SLOPE J v 0.5%SLO E- a w 350 - 345 - - p 00 l0 N d I� ry m 0 N 00 01 M M 00 O 0 r` N N S d v1 Ol d co 3 S S n ko d lD .t ko d 00 .t al Ol 06 M M M y�j M M M m M m M M M M m M M M M M m M M m -1+00 -0+90 -o+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 POLO GROUNDS ROAD - STA. 42+50 CROSS-SECTION 355 355 0- 345 34939 EP 349-72TC m w2%SLOPE o.5%SLOP W - 350 � 345 ------------------ � / / rl O1 - ri M 00 l0 N 0 O 'i lD m m m m S m �t Ch m m m m m m M M M -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 42+75 CROSS-SECTION 36o 355 o a a 355 w w 350.76 TC 350 - - - - - - -777 - - - - ----- - 1%SLOPE - o%SLOP 350 \ 345 345 co Ol N 't O �. Ln l0 l0 Ell N V1 A V1 N fi lrl rl O vl O O In O vl O O V1 O V1 O V1 Ol S m m M M m M M M M M M M M M M M -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 43+00 CROSS-SECTION 36o a 355 351.66 EP o w w J a w 355 35133TC m w w - - - - - - - - - - - - o%SLOPE i.5%SLO E- 350 - 350 345 345 M W S M N fm '1 fm m N m r m m r m m r Ln m m r m m m Ln m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 43+25 CROSS-SECTION 36o 355 351-77 EP v o_ 352.10 TC m - - - - -------- a w x J a u w 355 2.5%SLOP w o.5%SLOPE _ 350 ---- ---- - ----- 350 n O 00 M m M Vm1 m N V1 m m L!1 m m A V1 m M ~ l!1 m m V1 m Vl m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 43+5o CROSS-SECTION E.. 352.10 EP 355 w - - - ----- - - -¢ z ¢ x 1%SLOPE J X 355 2%SLOPE 350 BROOKHILL ENTRANCE SIDEWALK 350 M O 3. V1 .t O l!1 t!1 Ln Ln Lfl ci N Lfl N nl L/1 M N N l!1 N L!1 M M M M M m M M M M -0+70 -0+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 43+75 CROSS-SECTION 35333EP p V355- rc m T a w w 355 - - -3s3.66 ---- - -- - - - _ 1.5 bsizepE BROOKHILLENTRANCE - - - - - - - - - 350 350 N OJ Vl T vl CO lD �. �t m M m M m M m m M M m m M m M m M m M m M m M m M m m M M 0+10 0+20 -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 44+25 CROSS-SECTION 36o 365 POLO GROUNDS ROAD - STA. 45+75 CROSS-SECTION 365 35405 EP O w w u w 355 35438TC m x w x w 355 - - - - - - - - - o.%SLOPE 1. %SLOPE - 350 350 m �n o m o N N o 0 M M m M + m m M t m M m M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 44+50 CROSS-SECTION 36o 354.4i EP v0 w o_ w J v 354.74 TC m 355 - _ - _ - - - 2.55%SLOPE - 2.5°i°SLOPE- _ 355 350 350 m a 00 m Hn Ln ao m m m m m m m m m m m m 358.47 EP v0 w w 36o 358.8oTC m W 355 _---- w W 360 \' 355 �o �o o a o ut Ell U) V1 1p 4'1 ^ n 111 06 0 Vl 06 V1 06 V1 co Ll1 M M M M M M M M M M SCOT T R. LLINSZ Lic. No. 035791,a Po 4/9/21�� S70NAL EEC'\ z O d J < Z w Ca Z Z O J Q O u U j z -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 V l H 365 POLO GROUNDS ROAD - STA. 46+oo CROSS-SECTION 365 W 35931 EP a a = a O w w w � 359.6yTC m 360 - - - - - - - - ` x - 2.5%SLOPE x o.5%SLOPE 36o 355 355 l0 O t!1 rl M l0 N O N M M M M M M M M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 -o+so -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 44+75 CROSS-SECTION 365 POLO GROUNDS ROAD - STA. 46+25 CROSS-SECTION 370 370 36o a o_ 0 360 354.83 EP O w 35516TC m x w x w 355 2.5%SLOP 1.5%SLOPE 355 350 350 W w m ^ N mLi) n in .t d M M m m m M m M m m M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 45+00 CROSS-SECTION 365 360 o u w 36o 355.30 EP v0 w w 355.63 TC m w 3%SLOPE 0.5%SLOPE w 355 -- _ 355 ----- 350 `�/ 350 O D O tN O l0 N N O] H O O r;, m M m m m rj l!1 m m � V1 m m t11 m m 6 m k6 m Vl m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 45+25 CROSS-SECTION 365 3 w ° 356.26 EP O w a 360 V w 356.59 TC 2%SLOPE o.5%SLOPE 355 -~ ---- ~--- 355 350 -- ----, r/ 350 .i 0) N N 00 n 0 l0 00 m M M m 0 m m vi m m w 0 m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o 365 POLO GROUNDS ROAD - STA. 45+50 CROSS-SECTION 365 J W < W V w 5 355 o F a ;; x, 355 ---------_-- /,ELOPE 2%SLOPE BROOKHILL ENTRANCE - - - - - - - - 350 350 l0 m rl m N N m m W W Ql vl CD O Ol 1 t M M N N N M N N M M M m M M M M m M M M M M M M m -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 360 35731 EP O w J_ d V x 360 357.64 TC O1 _- o.5% SLOPE 355 - - --- -I` - - - 355 350 350 Cq m m M m M m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 365 36o.3y EP � 360 ----�� 360.67 TC --- m x --3%SLOPE - - o°hSLO w E- ---_ 360 355 355 L!1 o DJ O � 1� O N N Cl O O ri ri O -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 46+50 CROSS-SECTION 370 365 361.55 EP o w o -----_ 361.88TC m w J W 365 3.5%SLOPE 1%SLOP w 360 - --------- --- -- ---__ 36o N N Ln O m Ol m m O M M M cl tD m M M M Mi -o+so -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 46+75 CROSS-SECTION 370 J 362.86 EP v a a 365 - -- - Tc w v a X 365 - 363.1g m 3 5%-SLOPE c,Y% ~LOPE 36o 36o r_ l0 u1p tp 9 N lD lD lO lD M M M rct M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 47+00 CROSS-SECTION 375 370 - - , 370 364.14 EP w o_ u w 364-47 TC m w 365 w 3.5%SLOPE o.5%SL PE x w 365 36o 36o 00 m �n m m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 GRAPHIC SCALE 10 0 5 10 20 IN FEET ) 1 inch = 10 ft. 0+10 0+20 40 z L9 < z M M N - ce) O 1 l-1 w z. W N < O - W � 2 a- u LLI w zV) > Q V) e O �_j L9 O V _ Q Q z O = U O 0� °C V) W Y (D 0 H 0 � Oo// ul U) LL z W � M O 0 U) tlo O^ CL J � w LLI W O O J H U W_ ~ W O 0 a W 2 to JOB NO. 182150 SCALE 111=10� SHEET NO. 22 a 385 POLO GROUNDS ROAD - STA. 48+75 CROSS-SECTION 385 375 POLO GROUNDS ROAD - STA. 47+25 CROSS-SECTION 375 370 J \ 365.43 EP O w U 370 w x — ' — \ \ \ 365.76 TC m w 365 w 3%SLOPE— — — — 1%SLOPE — _ 365 36o 36o O O1 n 01 H O m m m m �o M m m M r1D+i -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 47+50 CROSS-SECTION 375 370 366.5o EP UO w d U w 370 \ 366.83 T�-- m \ w 3.5i SLOPE o.5% x LOPE w 365 \\ ___ — — — — ---- --- — -- 365 36o 36o l!1 O Ol l0 ry n O N m n n iD 10 W lop l0 lip M M m M m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 47+75 CROSS-SECTION 38o 375 375 EP O w m J u a w x 370 � \ 367.7 370 368.o3�TC \ \j 2.5%SL 1• 365 — — 365 N 111 I� rl 00 N (171 O m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 48+oo CROSS-SECTION 385 38o 38o 375 \ \ 375 \ \ \ \ 368.87 EP UO w u a 370 \ \ 369. o TC m \ o E x 2%SLOPE w 37O \ 365 365 al l0 .i M Cl N .t O O 00 l0 1� N n N l0 N l0 0) l0 0) l0 0) ko M M M M M m M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 48+25 CROSS-SECTION 385 38o \ \ 38o 375 \ � � J 375 . _ \ 370.og Ev O iau. \ w \ 370.47 TC m 37O \ \ 2% SLOPE %SLOPE w 37 o — — — — — — — — — — — — 365 w 365 t u? i N On It N 00 n n n O n n -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 48+50 CROSS-SECTION 385 38o \ \ \ 38o 375 \ \ \ 371.og EP UO 371.42 TC m la 375 \ w w 1.5%SLOPE 1.5%SLOPE 37O \ \ — — — _ — — — 370 00 M M M M M m M n M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 380 38o 375 w 375 — _ w 1.5%SLOPE 1.5%SLOPE 370 \----- --- ---- --- 370 .t om O om l0 m N m N m N M N m N m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 0+10 0+20 I SCOTT/R. CBLLINS'Z Lic. No. 035791 a Po 4/9/21�� S70NAL EEO\ z O J d w Z Ca O Z 1n Z J O Q y L H UI j Z w F�1 W Ce 0 0 c L9 z Qr r� J Cq od� ' ° N Q ° ce) O 3 ° ° Lu z W N Q O� ° WU o w w Z J a J Q > Q �nV) LI Oa O a L9 �_j M 0 O U) I I O z z Q U W' 0� In Y CD Q w zo O U) 0 /O�// (LL o v O W O w Zw w M J Z O Z H w cLntloC Z L w O w ° J O a Q° O O L O F— IN U X Q F U J � H U ~ w w E w o a to JOB NO. 182150 0 m SCALE ° 111 = 101 C ° O SHEET NO. o �3 L H CHARLES R HAUGH & / \\ \ \ \ \ \ \ CHARLES R HAUGH & \\ Landscape Notes - CONTRACTOR pTQ USE EXTREME CARE AND CAUTION AS NOT TO v v O o E J OGLESBY JR T / v \ v \ \ \ \ ELIZABETH ANN 0( \ \ V // o DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF \ \\ - / TMP o 600-00-00-01HE0 \\ \ \ \ \ TMP 0 600 00 00 O1$AQ / y o r I CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF V A \ V A \ VV A \ / l o i 4 \ \ 4 V O CONSTRUCTION \ \ V A \ \ V - T I / / p �r� j, r y 7.5o ACRES V A z9.92 P�CRES \ \ ww EXISTING VAR WIDTH PUBLIC \ \ \ \ \ / DB 2 PG 6 6 E G STREA \ \ 33, - o scoTT�R. cbLLiNsz \\ I X DB1 P o y I -- ISTIN { NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN 5 44 75ENT \ \ \ \ \ I /D.B.121 PG. 6 6 \ \ PROPOSED 3. _ 'r-) Lie. No. 035791 ,� DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION ✓ \ \ SDTORM DRAIN EASEM 3 GRASS STRIP - _ - ROPOS - S 95 3 � / I � — r -- - CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO �_, G' \ \ \ _ o I \ \ - - -- __ _ - d✓ 11/2/21 �4 DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION O�p� o \ \ \ \\ \ I /( n�, �I \ / I \ \ ROPOSEDASLTREE (TYP.) -- - y - - - o MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST of ' A V A I` - - EXISTING 30' PRIVATE LANDSCAPE BUFFER EASEMENT A\ A A - - - ROPOSED MV TREE (TYP.) _ ASS GN � A A - - / LANDSCAPING PROPOSED WITHIN / I V A - A ROPOSED 10' ASPHALT PATH- _ _ _ _ _ _ _ IOnrer. E� BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE / - \ V A � - D.B. 5121, PG.644-675 \ _ TJ \ 370 ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR 3� N Q A V o \� \ (ARBzozz000i8-APPROVED4/i5/zozi) �A\ � � I � \ \ / � ,y � 30' BUFFER IN BLOCK 86 FINAL SITE PLAN I _ DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. � �`' � \ \\\ � � CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ' -° \ _ - - \ - - - - - / o ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL - / •EXISTINGro'ASPHALTTRAIL yes - TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL - - - o - _ _ _ _ LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL ?U _ _ _ --' ' / I/ y \ - _ _ _ / ' " 8 �$o \ u BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED s u, \' EXISTING POLO GROUNDS ROAD o - - - - - _ / / ' / /� 3 - - _ Y� - _ "°� d$7 _ - �O'o �) BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. A PHASE I IMPROVEMENTS _ _ - - - - - - / / _ - ' - - - - ' ' / �° o o - - — _ �, _ _ y �� (Jj u - - -A- ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE \ \ \ �r _ - - - _ - _ _ - �/ ma _ �_ �_ - - �ii C DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA a _ _ m \ •-- - -- — W SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO p ` &ae mB - _ _ --- - - - - - DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED \ \ \ - SsSma - w - - 1z' METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL l w - " _ \ - z7+Op. - 764R BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE 3 \ _ - - �_ T w-- w --- - 26+00 - - w Z a _ _ _ II, �I __ w WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS - - - _-- `- -i - -w o'R \j 13' 28+op o METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND \ k -_ -- w7i\ \w\ -- ----- �5+00 - (f) 'w E TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN O \ \ - - w \ - _ __ -- - - _ L - V/ DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING / - w - ® - - ( \ - - -- - - _ ' DESIGNATE - - - _ w - ---- - - / - o - ROUTE 643 POLO GROUNDS ROAD-- - - _ _ - _ ' _ m \ y _ w - / �3 EIP-FK — _-_�z4+oo--_ ` y� \ SVAR. WIDTH, PROPOSED SPEED LIMIT=35 N1PH - z- o- Z J y-� - 66� - - - �� __ z - = O a c ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1 SHALL -% _ - / _ --- —� — - - - - - - - - - _ / _ C) BE MATCHED AND SUPPLIED FROM THE SAME SOURCE PER ® \ -----1 - +oo F - - - - - - - JJ - - - - - - J ��- L u -- - FIC _ _ A J / _ _ - SPECIES . \ o w/ ---- / z 1z' EIP- ,_ / - \ EXISTING EDGE OF \�j ? o ® -- - 3 V -_ 1 CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT _ +po - -- _ - - - BEGIIN PHASE z POLO GROUNDS ROAfl CONSTRUCTION - STA.1 + o - 1 ---- PAVEMENT TO REMAIN- - - - - - - - - - - V H tl MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF i O OP 22 - - - ° 4 9 \ - - _ r' 49�9 SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING S - w G M F 9 �® �O- O EXISTING GUARDRAIL o- - a R ° I it l INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED ;✓ OVN �\ O Oo �� / Oo 9 / - _ <� o °a R P - o� _ o EXISTING VAR. WIDTH PUBLIC TO REMAIN 0 - CC p Oo BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. w O�Q \� 35 = _ - - _ �— - d Oo _-' G ■ d \M \ /� - - - - - ---- / OO STORM DRAIN EASEMENT v � Oo _ - / / / � / / '- � � � � u LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT 6�3P �� q, \ \ (E EE o D.B. 51zi, PG. 644 6 \ \ - - - / / / \ O MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL O� SP z63 z1}o / -- o 75 / \ v ' / - v v ER ��\, LQ . _ _ - _ �- EXISTING POLO GROUNDS ROAD - - / U o / �O / / / \ \ \ a PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY C \0 4a P �I1 8. - _ - PHASE I IMPROVEMENTS LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. S XJPR' �' PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND Oo ' ' — \ \ \ _ O O 0_0 O��/ �' — \— �_- - -\ O FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A // / - / r — — _ _ \ EXISTING FLOODPLAIN�(TYP.) p 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE �%_�_l TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING OACRES ' / v A — — — — v v A v - ' / / / w N N N BEDS. MULCH TO BE DOUBLE-SHREDDEDHARDWOOD. V �\ _ _ / r4 / PLANT SCHEDULE: o CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND '/ - - \ \ \ - / ^ PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE _ _ - _ - / _ J / \ f� \ \ - \ SYMBOL BOTANICAL NAME COMMON NAME 512E QUANTITY CANOPY TOTAL CANOPY TREES ARCHITECT IMMEDIATELY PRIOR TO ORDERING. \ = ' _,-' \ / \ \ \ / ' / \ \ \ \ ASL ACERSACCHARUMTEGACY' LEGACY'SUGARMAPLE 2-1/2"cal. 16 195 3120 ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE / / %/ \ - - ' ` CROCKETT CORPORATION LSR UQUIDAMBARSTYRACIFLUA ROTUNDILOBA'AMERICAN SWEETGUM' 2-1/2" cal. 13 238 3094 MAINTAINED BY THE HOMEOWNERS ASSOCIATION. = \ - - \ OS IQUERCUSSHUMARDII ISHUMARDOAK 2-1/2"cal. 1 18 1 329 5922 _ \ TMP 04600-00-00-018Cfl-_ / UNDERSTORYTREES � - / -79'S / JV IJUNIPERUSVIRGINIANA EASTERN REDCEDAR I 4-5'ht. 1 20 16 1 320 \ \ \ \ DB ft4, PG 3.93 / / MV MAGNOLA VIRGINIANA SWEET BAG MAGNOLIA G ht. 1 4 113 1 452 C') PT PINUSTAEDA LOBLOLLYPINE 4-5'ht. 1 10 207 1 2070 -' �q- __ SHRUBS M 7� / 1 --- / IGS ILEX GLABRA'SHAMROCK' SHAMROCK' IN KBERRY 24" min. 63 MP MYRICA PENNSYLVANICA NORTHERN BAYBERRY 24" min. 57 0) -- ----- - - _- - - ' NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 47 N ' / --- - VP VIBURNUM PRUNIFOLIUM BLACKHAWK VIBURNUM 24" min. 51 d- TOTAL 14978 C7 vv vv`v vv —_ GRAPHIC �CALE / -r o --408 ROPOSED OS TREE (TYP.) POSED MV TREE (TYP.) / N /go / I0/ / 6o O W N / / ( IN FEET) - / ],-inch = 30 _-ft� W Q v // / - - /' / / / // / /// ELIZABETH �NN OG vv /// / � // // //// // // / // ZROPOSEDMPSHRUB (TYP.) �'/�i' J ROPOSED NHD SHRUB (TYP.) \i�2LLI _ -� �L v v ROPOSED LSR TREE (TYP - - / / / / TMP 04600-00-0 -01 - - - - - - / / / / / / / A V A - / / / / / / / / PROPOSED APROPOSE YIP.) -i TYP J - - - R P �9.92 AO ----- // AA �/ PROPOSED EE(TY (TYP.)-\ / 8 ROPOSED VP SHRUB TYP.) / /' y c DB ACRES - - / ` - / i' / / / / / , Lu r ( 1333 PG 456 / / / / / — v v A \ \ / / / ,' /' W / PT TREE P -PROPOSED OS TREE TYP. Lu - - ROPOSED R E TY )' � , POSED IGS SHRUB (TYP.) L9 O - - - ROPOSED JV TREE (TYP.) \, - - - /' / / / / / / / / / \ \\ \\ \ \\ ROPO - / P ' / j / / / / g8a / P SED IGS SHRUB (TY / � � / 38 j / � / EXISTING STREAM �� Z _ LLJ 28 PROPOSED 1o' ASPHALT ---- i U 00 - PROPOSED VAR WIDTH \ - - - / //// / / / \ \\ \ \ \ - - - - - - DRAIN � PROPOSED JV TREE TYP A _ D ASL THE (TYP.) _ / AGE EASEMENT// V A - - — - - - - - ti - - / \ PROPOSED PT TREE (TYP J� ( - - - - - - - 29+ \, ROPOSED MP SHRUB (TYP.) / PROPOSED VAR. WIDTH \ \ ROPOSED E TYP. \ \ \ � - -- _ \ v 3>6 i/ A - - uj ROPOSED JV TREE (TYP.)- - v V A A\ \ _ PROPOSED VP SHRUB (TYP.) - - - J ROPOSED 1o' A_SPHALT PATH - J ,/ D EASEMENT \ U / / / ROPOSED NHD SHRUB (TYPE) - ' R / \ _ - - - i /�� ,XISTING STREAM ------ - _ _ _ ROPOSED O / S TREE TYP.- ul _♦ ' _PROPOSED LSR TREE (T_YPJCn �__ uj 76 Lu I r,l \ - EXISTINGGILARDRAIL _ - - - TO REMAIN Oo EXISTING EDGE OF- +op / o / - - \ PAVEMENT TO REMAIN - __ - \ �> 4('� PROPOSED 3` GRASS STRIP - V OO O A A 701'R \ \ \ \ \ \ 33+00 12' O ---- ROUT 13' °,- -- _ - E E 643 POLO GROUNDS \ � — o � - - VAR. WIDTH P ROAD Oo dO _ - "EXISTING EDGE OF - \ \ \ \ PROPOSED VAR. WIDTH / \ \ \ \ \ \ \ \ Q ® �� — —__- ROPOSED SPEED L) I / - - - - _ \ \ - = 'i -PAVEMENT TO REMAIN' U - - ' DRAINAGE EASEMENT � \ \ \ \ � \� � \ � _\� -35 MPH * Y- Y Y M T —— _ / V A A V A -- �� \ —_ �—Qp 'p 00�—-��-6 ��—�— ---q� - - - - - - ✓ - - - / - / \ - - - - , / EXISTING GUARDRAIL \ \ \ \\-. --- ----- - -- ------ _ TO REMAIN --- v _ ___-CR cKETI`COR-PORATION EXISTING too -YEAR FLOODPLAIN (TYP. - - __ - - - __ TMF04.i5OO�Q 00-01SC0 / - - -- - --- --- , o-ACRE-S- - - _ —- - - - - - - 79 5 _ - -' 'PROPOSED VAR. WIDTH - - \ DRAINAGE EASEMENT �B� --- ----- — —-------- 4FPG-193- ----- -- // / _- Q 12 Q 0 1--1 Lu Q z ,.0 a LL � Lf) z H z Q � U L Q r0 V Q 0 J 0 la- Lu V / F Lu W OC = a � JOB NO. 182150 SCALE 111=30' SHEET NO. 24 PLANT SCHEDULE: - I __ 1 V QO V A V — — / / ! 1 I ♦ —1 \ VA \ \� o \ / SYMBOL BOTANICAL NAME COMMON NAME QU SIZE ANTITY CANOPY TOTAL - 0 �r j �° CANOPY TREES - ASL ACERSACCHARUM'LEGACY' LEGACY' SUGAR MAPLE 2-1/2" cal. 16 195 3120 1 1 \ Do EXISTING STREAM--,_,,) V 1 1 A 1 I LSR LIQUIDAMBARSTYRACIFLUA ROTUNDILOBA'AMERICAN SWEETGUM' 2-1/2" pl. 13 238 3094 V A 1 iS.. \ � � I O A / � v y y W CIS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 18 329 5922 I I I / Oov I �` I A o \ \ / / ' - v V A A / / / / / SCOTT R. LINSrZ ROPOSED io' ASPHALT PATH \� / / \ \ / / / O - UNDERSTORY TREES I I , �o / \ v 1 \ Oo A / / / A \ / / �O�/� w w W U Lic. No. 035791 ,� IA PROPOSED OS TREE (TYP.) / 1V JUNIPERUS VIRGINIANA EASTERN REDCEDAR 4-5' ht. 20 16 320 \ I 1 I �/ \ I\ I \� / / \ \ L 11/2/21 4j4' MV MAGNOLIA VIRGIN IANA SWEETBAG MAGNOLIA G ht. 4 113 452 \\ \ \ J �� \ �A I A UTILITY EASEMENT / V PROPOSED LSR TREE (TYP.) / /' / / / W SSIONAL E�yG PT PINUSTAEDA LOBLOLLYPINE 4-5'ht. 10 207 2070 I I I ' 1 \ __ / \ \ \I \ PROPOSED20'ACSA / / SHRUBS IGS ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 24" min. 63 I', I ' 1 w , y PROPOSED VAR. WIDTH S �� PROPOSED MV TREE (TYP.) \ �\ \ \ \\ OD \ \ RO OSED PM SHRUB (TYP. i / / EXISTING STREA MP MYRICA PENNSYLVAN ICA NORTHERN BAYBERRY 24" min. 57 \ - \ ) �36 EASEMENT / \ / I \ \/ NHD NAN DINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA 24" min. 47 1 Oo DRAINAGE \ \ =�y `� �\� (ol ,�w y I / PROPOSED NHD SHRUB (TYP.) ROPOSED IGS SHRUB (TYP.) _ 35 , / i VP VIBURNUM PRUNIFOLIUM BLACKHAWK VIBURNUM 24" min. 51 I \ \ V A I I �v - A ROPOSED 10 ASPHALT PATH' TOTAL 14978 I V A V V A I I I I PROPOSED PTTREE (TYP. �' yl / 1 W / 0 A A \ 1 /' 344 34 ' s —rn _ � � / � � - � - / S \ _ 1 / ,CHARLES R HAUC�H& / % S v \ S w _ v��/ I h, — / 2 1 A — / / � � / - � OO / / 35 _ - - d ' ELIZABETH ANN OG / _ /\ / D o — f o I y ' / / I ` \ PROPOSED ASL TREE IT 5 _ - f° - - ' / ,TMP o460'0-oo-oo-oi8Ao / i %.� %- o ° oo B� ®�-pO / / �s _ PROPOSED VAR. WIDTH W y � F _ - -- _ DRAINAGE EASEMENT 29.92 ACRES / EXISTING too -YEAR FLOODPLAIN (TYP.) / DB 1333' PG 450 /� 1 0 // / �v ,35z — — v -- a / Z o� o PROPOSED lo' ASPHALT PAT 0 -PROPOSED PT TREE (TYP.)- PROPOSED AR. WIDTH _ -' - - -- _ \ to m I DRAINAGE EASEMENT ' �� j - h — - - , -_-_ Z w p z °3 ---PROPOSED VP SHRUB (TYP. � / � - - — — — _ Z � p PROPOSED LSR TREE (TYP. - 'i I // - _ I * — H w > _FP -- PROPOSED OS TREE (TYP.) RO - < + `i 12, w ¢ a POSED ASL TREE (TYP.) � _ _ \ ROPOSED JV TREE (TYP.)- \ ' `� 3+00 j 44+00 ROPOSED IGS SHRUB (TYPJ-_- - '' 1 74 - - - w M �- - - 2f2+oo — 45+0o a > 13 v — LV ROPOSED PEDESTRIAN TUNNEL CROSSING �h w STATE ROUTE 643 POLO GROUNDS ROAD = _ 'Ice WIDTH=So', SPEED LIMIT=45 MPH - - - - - _ - - - '3 w s - _ __ _ - - '_ -✓ ' 13' 40+°° D.B. 481 P. 263 - -- I � r Lam_ Y� ' _ — 39+0 �z Imo. PROPOSED VAR. WIDTH - \ - - - -jIL S ' \ \ --- y \ / > _ —_E _ E EASEMENT \ \ \ O GROUNpS RO Hp`� � / /� ro s� DRAINAGE NT \� / N N Z 37+00 0 0 0 0 6 POL iT-35M / _ �� v v Q RO�JTE 43 SPEED LIM PROPOSED VAR. WIDTH — -- 33' \ \ I w \ v WiDTH'PR OSED "� - -� DRAINAGE EASEMENT / m s oP — OO _ - ---- -- -—_—�� 4 v A vv I ll v \V R. / EXISTIN IT" ROPOSED 3' GRA+SS5TRIV _ - __ - _ - \ ✓ \ \\\ \ \ \ \ \ PROPOSED VAR WIDTH �I I ��-� -- -_-��— - - DRAINAGE EASEMENT �S (f% - - - - PAVEMENT_TO REMAIN - - � - - EXISTING EDGE OF _ ----- G TO REMAIN EXISTING STREAM EXISTIN\VAAvv A \V A\\ V\\ v GRAPHIC SCALE\ \\\\V A / L9 Q __ - —�--------- —————————— ------— CROCKETT CORPORATION I v v vv vv vv v ��v 31- 1v e 5 30 v s vv v v vim" w TMP 04600-oo-oo-oiKo =�v vv vv vv vv v vvv v vv v 1 C'7 EXISTING STREAM l— \ CA 79.5o ACRES v\ v/ v v v v\ v11111 v v ( 1N FEET) v v v v v CV DB624, 1193 �I vv \vvIII '1, inch = 30 n. vv vvv v— — — M Q / 0 Conservation Plan Notes: DOUBLE STRAND #zz GAUGE WIRE 1 . ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY N H� y \ \ \ \ \ J SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. O / EXISTING STREAM ' ;y y y W"0 W II II I i i i I \ \\ \ - \ \ \ \� /J WITH RUBBER HOSE &TURNBUCKLES 2 HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE � w z"xz" HARDWOOD STAKE PRESERVED AND PROTECTED. CNJ U) PROPERTY LINE " � �. � � � I I I I I I I I I \ \ \ V A V � �- N / I 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY ROPOSED IO'ASPHALTPATH- /P W y . W I \ \ \ \ CUT& REMOVE BURLAP FROM TOP y y y AFFECT TREES TO BE PRESERVED AND PROTECTED. '�y y W y W w +y W W I 1 \ \ \�.?� �' 113 OF BALL AS SHOWN Q = by \I I I I \ \ , 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. �! y W - MONTGOMERY RIDGE OWNERS ASSOCIATION INC \ SCARIFY SUBSOIL TO 4"MIN. DEPTH � / / y y W y PROPOSED 1o' ASPHALT TRAIL TO STOP AT I \ \ C/O W I LLIAMJ DALTO N -�- _ 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. L li 352 _/ y 1STA. 45+10 AND ONLY EXTEND EAST AS A \ MULCH SAUCER - - - - W / W y SHOWN AFTER OBTAINING PERMISSION \ \ , \ \ \ \ TMP 046 Do-oo-Oo-000Ao �� 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY J po \ 1 \ \ \ \ \ FINISHEDGRADE ENGINEERING DEPARTMENT. W FROMTHEADJACENTHOA IN ACCORDANCE I 1oACRES — z - _ PROPOSED VAR. WIDTH , y y y \ (9 WITH _ _ J 4 DRAINAGE EASEMENT W W y x WITH THE APPLICATION PLANT \ 4 47 L I TREES UP TO 4" CAL. SHALL BE STAKED. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE W / / _ �' /\/ \ \ \ \ \\ \\ 1\ D B 102, PG 2 TREES 4" CAL. OR LARGER SHALL BE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE V Q / W s 1/3 HT. OF TREE GUYED WITH 3 EQUALLY SPACED REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. LU O J �\ \ \ \ \ \ \ /TWISTED, #12 GAUGE AND TURNBUCKLES. LOOP HOWIREWITH SEHOSE 8 ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN 3 ""' AROUND TRUNK ABOVE BRANCHES THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. / / IQO/ �{ ' ' \�•/ \ \ \ \ \ \ �\ =III III ll AS SHOWN, FLAG WIRES WITH V / t.J \ / �Qo \ • �� \ - \ _ - - -= V COURVEY TAPE. REFER TO SPECS 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" J z \ \ \ \ \ - OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. IFr ' \ \ \ C '��'' �'\\ ` - \.. - - �... - FOR ADDITIONAL INFORMATION. p..y \ \ _ - � � � _ - - - - - - - 10. TREE MEASURES SAL BE E LAST OTHE TEMPORARY CONTROL MEASURES REMOVED DURING E CLEAN-UP. � TEE PROTECTIVE MRESHALL THE TF TEMPRY EROSION NTRL PLAN REMVINTHE FINALLEAN - AMENDED SOIL MIX = < _ \ O -\ ____\ \ \\ \\_ \ - \ \ - _ _ - -- - - _ - �� COMPACTED SUBGRADE z v �U/h a=____ \ �' \ \ \ \___ County of Albemarle O V / Conservation Plan Checklist -To be placed on Landscape Plans — — - f /� _� _ _ _ 1992 338 pinndhnoA, pp lH-2li4-111-29'7 for complete specifications) 1 Q 45+00 V_f f^°— — o _ \-%S� _S _ — Tree Planting and Staking Detail _ Not To Scale 46+00 - �_W / 47+00 p - - - 30� __ -- - _ _ — _ — W---_______ — \ __ 48+°° 12�� _ I _ / i TREES UP TO 4" CAL. SHALL BE STAKED �356 ` W �\ `\\ \ \ \ \ \ _ STATE ROUTE 6 /48+7$ /\YYY/ 1 WITH z- F4'CALRORLOOD STAKES. ARGERSHALLBE �/, JTREES BAR. 43 POLO G--------- _ Vs I _ p� --_-- __ GUYED WTH3EQUALLY SPACEDTWISTED, � V vvv \- A \W��TF-(, P(��p�s�D SP ROUNDSROAD A\ il� __ _______--- / AND TURNBUCKLES. LOOP HOSE AROUND `0 EED L'M'r-11111 35 MPH_�� I I -_-_ �1 TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION / \ \ \ �, \ \ \ EXISTING EDGE OF -PAVEMENT TO REMAIN / EXISTING GUARDRAIL- \ TO REMAIN \ \ �, \ \ ` -``�� - - _ - -----. -- - _ I \\\ // _ GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 213 UP TREE AV I \ \ vv WILLIAM-A WELLS - - - - - -L xz" HARDWOOD STAKES, ALIGN 11 1/ TfV1P�4600 00 00 oz3Ao� %�/ z" - _ - TOP OF STAKES `, 4.79 ACRES. ��\1 (/ i MULCH SAUCER — o DB PG 20 `�.� \ \ 39771 5 AMENDED SOIL MIX EXISTING STREAM \ \ EXISTING too -YEAR FLOODPLAIN (TYP.) S - \ \ ��, vvv III II=1fi= \ \ � CUT AND REMOVE BURLAP FROM TOP 1/30F BALL AS SHOWN VSS V = A — SCARIFY SUBSOIL TO y" MIN. DEPTH Vv �AA \ \\ vv vv �� vvv -II_I III III-7Jl1 11 1. The sidearm items shall be deawn on the plan: \ / � • , L ID Treestobesaved, Q LI Limits ofeleming (outside dripline of trees to be saved); ILL!�•/ J El Location and type ofprotective Pencie& H O ® Grade changes requiring tree wells or walls; Proposed beaching or tmmelivg beyond the limits of clearly, 2. Msrhisses: !A O V ) Ul 0 All trees to be saved shall be marked with print mribbo t 9 aheight clearly visible to equipment operators. 0_ 0 No grading shall begin until the tree marking has been inspected and approved by a County ]nspeclor. r� 3. PreLoratructlo C nference: Ll Tree preservation mid protection measures sball be reviewed with the contractor on site. ILL! r / 4. Equipment Operation and SurassOperation and Surat: N L.L ZI Heavy equipment, vchbalar tragic and storage ofoonstruction materials including sal shell not he pemdtted within the driplines oftrees w be saved. �// U) 5. SOY Eroriomind Stmersomer Detention Haiti.: Ll Such devices shall not adversely affect trees w be saved. I— W d. Fires: fJ feet dnplive be L Frtes are notpemntted within ]00 ofthe of trees m saved. LU 7. Toxic Materials: ® Toxic materiels stall not be stored within 100 feet of the dnpline oftrres to be saves. S. Protective Fencin u El be building by fencing. Trees to retained within 40 feet of a proposed or grading acfivity shall be protected 0 Fencing shall be in place and shall be inspected and approved by a County Impairer prior to guiding or construction. LU 9. Tree Wells: O ® Wbentedforground must be raised within the dripline ofatree to be saved,atreewell shall be provided and aoovstrucfion detail O 0 pprovcl submitted for approval. ^' \ V 10. Tree Wens: ® When the grouMlevel must be lowered within the dnpliveatreeto be awed. atree wall shall be prov,clad, and aconshvcfiov detail submitted approval. w 11. Tnchme and Tunneline: rcnscl T Lr/ / J la When trenching is required within the limits of cleanne it shall be dove as far away from the trunks cruises as passible. Tunneling F under a large tree shall be considered m an alternative wben it is anticipated that necessary trenching will destroyfcedermots. 12. Ckanu. LU '� W Lltaang shall be the last items removed during the final tlemmp. pp[ 2 L (/ 13. Da JOB NO. IX—Ies shall be treated immediately by parrri�/o �fNOTEEVELOPER'S 821 50 RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 1 REQUIREMENTS. SCALE COMPACTED SUBGRADE 1,12121 Source: Va. DSWC Plate 338.2 OWNS SIGNATURE (DATE) — 1 -30' vvvv v vvv vvv �� ° Evergreen OT-ao1 �\ \ verreenCONTRACT PURCHASER SIGNATURE (DATE) SHEET NO. 5fll� rate 1 of 1 Not \ \, 25 375 375 HT. OF \ \ OBJ.=3.5' \ 370 370 365 365 � — \ SIGHT LI E 360 \ 360 HT. OF SIGHT DISTANCE=Soo — — � \ — O BJ.=3.5' 355 HT. OF EYE=3.5' 355 PROPOSED GRADE (TYP.) 350 350 EXISTING GRADE (TYP.) 345 345 'i O �t O � O ^ O rmi ri � O � W N f v1 W lD l!1 N O l0 � N l0 rj O LO O l0 Vl � O 111 vl vl � S �l M Vl M N vl N O N p I� 3 � W �7' OD � Ol S rl l!1 M l!1 V1 L!1 1� tl1 m m m m m m M m m m m m m m m m m m m m m m m m m m m m m m H OFF 38o 38o SCOTT R. LLINS'Z U Lic. No. 035791,a �o 7/12/21 0♦� z �SSIONAL E� w z z w N z 0 W c o lz a Q 3 z O J F a� dxa ZF Z L W V z O o z J o 0 O Q U _ U1 ~ J 3 z < ti � Y u W � J Q O W W i 0 U W � O 0 c a 0 '-I U W N N i < Q O\1 N y U 0 m 0+00 o+so 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+00 8+50 9+00 9+SO 10+00 0 PROPOSED ENTRANCE - INTERSECTION SIGHT DISTANCE PROFILEL9 Ir- z Q N Cq Z"' o d� ' ° N Q ° M O 3 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 O 1 1 1 ° W � .•• o N (n N Q ° ° ( IN FEET ) T 1 inch = 5 ft. ; 2 HORIZONTAL GRAPHIC SCALE J J Z 50 p 25 50 100 200 > < o w O Q ( IN FEET )0 C 1 inch = 50 ft. w o z 3 z z U � O l!1 0 W � Y ( W O ° 2 � J T l7 rn O Z W z W w M Z Z F— Ul w c!) Z W J W ° J 0 a Q � o a C) w O � U X N Q° w o J U H U ~ o w w E w � m o a to JOB NO. 182150 0 SCALE ° V: i"-5' ° 0 H:i"=50' a SHEET NO. a 26 L H As -Built Plans �&-4EIVERAG NOTES OWNER5: TMP04600-oo-oo-olBAo HAUGH, CHARLES R & ELIZABETH ANN OG 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 TMP 04600-oo-oo-o18E2 HAUGH, CHARLES R & OGLESBY, JR T 435 PARK STREET CHARLOTTESVILLE, VA 229oi TMP 04600-00-oo-oigBg BROOMALL MASTER ASSOCIATION INC 455 SECOND STREET CHARLOTTESVILLE, VA 22902 TMP 04600-oo-oo-o19B8 CROCKETT CORPORATION 435 PARK STREET CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 201 CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING 2oo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-ol8Ao D.B. 1333, PG.450 29.92 ACRES 04600-oo-oo-oi8E2 D.B. 5492, PG. 476 5.45 ACRES TMP o4600-oo-oo-olgBg D.B. 55i2, PG.303 50.72 ACRES TMP 04600-oo-oo-o19B8 D.B. 5346, PG. 256 1i9.69 ACRES CONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA201800013. WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 27, 2019) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. TOTAL PROJECT AREA: 04600-oo-oo-olBAo - 29.92 AC. (PORTION OF) 04600-oo-oo-mBE2 5.45 AC. (PORTION OF) 04600-oo-oo-oi989 - 50.72 AC. (PORTION OF) 04600-00-00-01988 - i1g.69 AC. (PORTION OF) TOTAL - 2o5.78 AC. (PORTION OF) PROPOSED USE: IMPROVEMENTS TO THE EXISTING POLO GROUNDS ROAD WATERSHED: SOUTH FORK RIVANNA RIVER. AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY. TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL. LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015. FIELD VERIFIED BY COLLINS ENGINEERING IN JUNE OF 2021. DATUM: NAVD 1988 EXISTING VEGETATION: EXISTING So'PUBLIC R/W ALONG POLO GROUNDS ROAD PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION WITHIN THE PROJECT AREA FOR THIS ROAD IMPROVEMENTS PLAN. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE, FEMA MAP ID 51003Coz8oD DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. UTILITIES: ALBEMARLE COUNTY WATER & SEWER ROAD & STORM AS -BUILT PLAN STATE ROUTE 643 - POLO GROUNDS ROAD RIVANNA MAGISTERIAL DISTRICT Rogo�% Sr ALBEMARLE COUNTY, VIRGINIA L POGO I I � 77 1 , � I � \` ,..'• _. i � :I I'll 7 l �� {f .I I K '• TMP 04600-00-00-01988 j 11 I°. i 1 CROCKETT CORPORATION 'y` _ _ �•�" �7 r / D.B. 5346, PG. 256 /. I n9.69 ACRES; ;; \ : '• L MP o46Do-oo-oo-ooOA , �' PQ� ,7 £ TMP 04600-00-00-018E2 '�I �' TML 1 600-00-o0.0198g ` =/MU,NTGOMERY RIDGE OWNER5 — — -. Y I NCO t ( CHARLES R. HAUGH (TRUSTEE) I�l ObKHILf MASTER ASSOCIATION I f ASSOCIATION INC �'..I E.1.OGLES13Y JR. (TRUSTEE) E�[K-5512, PG. 30'3 i Gt0 WILLIAM 1 DALTON Q- �d „1 D.B. 5492, PG. 476 ii,. TMP 04600-oo-oo-oiBAo ., Soyy ACRES . r.:: 4.10 ACRES —_ 5.45 ACRES(, CHARLES R. & ELIZABETH ANN OGLESBY HAUGH �. ,.\ •''•.� T •,,,' .., DB 4102, PG 472 ,v 1V . I D.B. 1333, P, 450 V �f.' G 17•'.• .. : x - ' 1 (I I 29.92 ACRES o.........,AMP o4600-oo-oo-ox3Ao.. , �„� ,ti`s:. :`., ,, ^�_- "..,tea ... i -_."- ... ... , •r WILLIAM A WELLS 4.79 ACRES " �_ DB PG - _.,� _ �_ •... :...... .. - -_ 3977, 520 .� TAT GRO FRr S 2.P. TMP 04600-00-00-018Co CROCKETT CORPORATION D.B.624, PG. 193 79.5o ACRES SHEET LAYOUT SCALE: 1" = 200' , Rpgp VICINITY MAP: SCALE: 1" = 2000' { Sheet List Table Sheet Number Sheet Title 1 iA COVER PROFFERS 113 2 PROFFERS BROOKHILL MASTER PLAN 3 EXISTING CONDITIONS AND DEMOLITION PLAN 4 EXISTING CONDITIONS AND DEMOLITION PLAN 5 SITE, GRADING, & UTILITY PLAN 6 SITE, GRADING, & UTILITY PLAN 7 SIGNAGE AND STRIPING PLAN 8 9 SIGNAGE AND STRIPING PLAN ROAD NOTES & DETAILS to UTILITY NOTES & DETAILS u POLO GROUNDS ROAD PLAN & PROFILE 12 POLO GROUNDS ROAD PLAN & PROFILE 13 WATERLINE PROFILE 14 DRAINAGE & UTILITY PROFILES ROAD DRAINAGE MAP & CALCULATIONS 15 16 ROAD DRAINAGE MAP & CALCULATIONS BOX CULVERT DETAILS — i7A 17B PEDESTRIAN TUNNEL DETAILS 18 POLO GROUNDS ROAD CROSS SECTIONS 19 POLO GROUNDS ROAD CROSS SECTIONS 20 POLO GROUNDS ROAD CROSS SECTIONS 21 POLO GROUNDS ROAD CROSS SECTIONS 22 POLO GROUNDS ROAD CROSS SECTIONS 23 POLO GROUNDS ROAD CROSS SECTIONS 24 LANDSCAPING PLAN 25 LANDSCAPING PLAN 26 SIGHT DISTANCE PROFILES w SHEET INDEX TOTAL SHEETS SHEET 1 ------ AS -BUILT COVER SHEET SHEET 2 ------ AS -BUILT ROAD & STORM SHEET 3 ------ AS -BUILT ROAD & STORM SHEET 4 ------ AS -BUILT ROAD PROFILE & DETAILS SHEET 5 ------ AS -BUILT ROAD PROFILE & DETAILS SHEET 6 ------ AS -BUILT STORM PROFILES SHEET 7 ------ AS -BUILT STORM PROFILES 1. THIS DRAWING HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. 2. THE ORIGINAL DESIGN PLANS AND PROFILES USED FOR THIS AS -BUILT PLAN SOURCED FROM "STATE ROUTE 643 - POLO GROUNDS ROAD (SUB201700117 - AMENDMENT #2)" BY SCOTT R. COLLINS, P.E., COLLINS ENGINEERING, DATED NOVEMBER 02, 2021. 3. FIELD WORK WAS COMPLETED ON AUGUST 04, 2022, 4. =DENOTES AS -BUILT INFORMATION 5. THIS REVIEW DOES NOT IMPLY IN ANYWAY; a. THAT INSPECTIONS WERE MADE DURING CONSTRUCTION, b. TO THE QUALITY OF THE WORK, OR C. TO ANY ELEMENT OR STRUCTURE NOT VISIBLE OR DEPICTED ON THE PHYSICAL SURVEY. U O z GO i mIt 11 w N W o 002 n U7 �00 w(7 0)¢a ��•-� Ir CC 0 M� co Y a Fit Z a 0 U W 0 co z O v) w CE m H O Z r s FirlZfnyt. Taggart Lk. No. � 22841 � Pa,,, 8/26/22 T` �!SSIONAL fa Q 0 M U) Z_ zU) �z z � 0 0 — ULI J ry- LU a LLJ Cb m O J _ w Q J aLU � 0 O F— Q ~n J U qzj- Wcf) c QWQ Q O a- rr, z z a W f-- Q U) DATE: 8 2 22 SCALE: AS SHOWN JOB: BROOKHILL FILE: 8587 SHEET: 1 OF 7 \\ TMP 04600-00-00-018E2 CHARLES R. HAUGH & E. J. OGLESBY JR. E)CISTIIG RE s7)YM 1 \ D.B. 5492, PG. 476I 3 .� y 5.45 ACRES / I I y EXISTING POLO GROUNDS ROAD \ I PHASE I IMPROVEMENTS STM-A62 INV. IN = 363.6' CTM-A)62 rTSTATE ROUTE 643 POLO GROUNDS ROA' O VAR. WIDTH,SL1263 35 MPH DB.481 P. 22+00 22.2 LF 30' RCP @ 8.1 % 7% / STM-A61 TOP = 371.8' INV. IN = 361.8' RIABLE WIDTH PUBLIC JRM DRAIN ESMNT :5121 PG: 644 _ 10' ASPHALT TRAIL (TYP.) \ \ \ INV. OUT = 361.7 75 77.0 - 74.0 74.9 .9 78.2 78.7 79.5 72.5 75.6 78 7 O a 79.9 79.9 = w 73.6 .6.7.0 743 74.6 75.6 76.8 77.9 786 . 78.7 79.3 79.6 Z a 73.6 72.1 74.1 75.1 76.3 77.3 78.2 O v 79.6 79.7 73.2 78.9 79.7 2 71 7 79 1 _ +00 EDGE PAVEMENT (TYP.) 27+00 76 79.3 N O 6'R In n N m n m STATE ROUTE 643 POLO GROUNDS ROAD ■ D 40 9 LF 30' VARIABLE WIDTH PUBLIC RIGHT OF WAY DOUBLE YELLOW 70 \RCP (W DB: 5580 PG: 415 PAINTED LINE (TYP.) - _ O 4.4% VARIABLE WIDTH �- \ y RIGHT OF WAY ROAD CENTERLINE (TYP.) \ EXtSING EDGE OF STM-A60 \ PAVEMPNTT�ii€'IVfAIN / / / � ■� + " / SOLID WHITE 00 \ / \ INV. OUT = 359.9' I VARIABLE WIDTH PUBLIC / / PAINTED LINE (1VP.) \ ■� STORM DRAIN ESMNT / \ \ DB: 5121 PG: 644 \TING-RQLO GROUNDS ROAD\ \ / / STM-A o \ P SE I IMPROV€MEN-T5� / / \ \ I \ EXTSTIAIG CIIARDR�L TO REMAIN EXISTING too -YEAR FLOODPLAIN (TY 30 SCALE: 1 " 0 30 60 .0 \ \ \ \ J92 OF \ / / / / \ I I I \ \ \ \ /TMP 0469fl oo- 018�0 + N �\ M CkIA�RffS R. & LI AZ BE�H At>rN d ■ - - - \ \ \ \ \ \ \ / / / 386 \ \ / \ \\ \ \� \\ / / / / \ I I I I I \ \ \ - _ _ - OGI�SBY HAk�GH X \ \ \ \ \ \\6. 1333\ Pam. / \8 74 \ \\� \ \\ \ \ \ \ \ \ \ \ \ \ \----�9.92AC S d79 b 79.2 78.8 \ / 1 w 79.1 79.2 C5 78.7 78.4 \ \ \\ / �TM-Ii52 \ \ \\ \ / XI TIN ST AM \ \ 78.8 78.7 \ \ ___J VARIABLE WIDTH PUBLIC \ O 78.2 77.8 \ \\ \ / / STORM DRAIN ESMNT ■ \ DB: 5121 PG: 644 77.7 w N 77.8 \ STM-1352 INV. IN = 372.2 Z 77.3 77.4 \ ' x - \ 77A 77.4 16.4 LF 30' \ STM-65 H \ 76.9 77.0 RCP@ 376 77.1 77.2 STM-13.4% TOP B 376.2' ■ \ \ \ 76.6 INV. IN = 370.9 76.9 \\ \\ \ 76.8 76.7 a INV. OUT = 367.5' DOUBLEYELLOW -� 76.5 76.3 \ \ \ STM- q2 \ _/ / /_ / / / z \ PAINTED LINE (1VP.) 76.4 / / _ / / \ \ \ \ \ / / / / / / m \ O 76.2 \ \ VARIABLE WIDTH \ N 3p`00 76.1 \ \ \ \ \ / / % / /// / / / / // / / 64.6 m \ RIGHT OF WAY \ 75.7 76.3 \ \ \ \ _� / / \� / / / / / / / / m 76.1 \ \ \ / / / / // / / / / / / / \ -_EXISTING GUARDRAIL \ \ 75.8 "? 76.1 76.3 �� ` /\ \ / /380 i / / 64.2 D \ \ -T REMAIN \\\ \ 6.0 _ - \ / / / // / 6565.1 64.4 76.0 76.0 \ STM-B42 / / \ / / // / / 65.8 64.0 63.6 IN = 365.3' / / / / 65.6 O 75.5 75.8 M 75.5 65.5 64.7 / w \ \ SOLID WHITE \_ p STM-B41 / / 66.6 66.0 �' \ \ \ \ PAINTED LINE (TYP.) \�/ \\ \\ 75.6 75.2 74.8 TOP = 368.4' INV. IN = 363.0' 65.5 +00 N w \ y� \ \ 74.7 74.7 73.2 RCP @ INV. OUT = 360.4' 67.6 66.9 66.4 36 a- \ \ \ �TING EDGE \ 74.6 /74.0 72.3 14.9% 68.1 67.9 67.3 66.9 65.0 0 \ PAVEMENTTO-R€MAI� 56.3 LF 30' p c \ 74.3 73.8 73.0 71.8 � \ � RCP @ Ci M 72.2 70.8 70.1 69.6 69.2 68.6 68.3 67 \ \\ \ \ \ \ \ \ \ 3p+ 726_ 72.2 7701.94 706 69.3 �68.8 685 68.2 67.9 STM-B50 8 p 6677.5.1 66.9 68.1 INV. IN = 361.0' \ VARIABLE WIDTH PUBLIC \ / \ STORM DRAIN ESMNT 34 DB: 5121 PG: 644 \ \ STM-1350 \EDGE PAVEMENT (TYP.) / \ STATE L W WIDTH PUB GROUNDS ROAD 38.6 LF 24'-- \ VARIABLE / - IC RIGHT OF RCP @ \\ \\ \ \ \ \ ROAD CENTERLINE (TYP.) DB: 5580 PG: 415 WAV 2.1% STM-B40 -� \ GUARDRAIL (T/P.) INV. OUT = 359.6' / / EXISTIN >oo YEAR-FLOGDPL-AM (#P.)- \ _ -R>C C�TT-EORE;ORATIOK / - _ - /TIC 04600-00-00�-U18C0 79.50 ACRES / 30 0 30 60 90 DB24-�� SCALE: 1 "=30' z a U N w N z 0 w m m w r 0 0 z U 0 z 00 r¢ 0 w L N o 0 U U N N U N y (N J m ¢ z O N v 7 r� Oj Nrz w wz rnWa O 5 x w N ¢ W of `f�c r� Jimmy L. Taggart Lic. No. 22841 Or 8/26/22 \e' FSSIONAL ENO N Z zN> �z� H Q J a J 0 a V) Q J a ds wpm Q H i r 0 J a (%) M Q o J J U) 1.0 Ld m Q Q 0 Q 0a¢ z a z Ld ac Q V) 2-_OF7]_ DRAFTER: CS DESIGNER: N/A PRODUCTION ZD DATE: 08/26/2022 SCALE: AS SHOWN JOB: BROOKHILL FILE: 8587 SHEET: 1 W 1* // W W y y �. 1 I �� Y w- ACES PROPOSEg,PEDEWRIANVFUNNE6L \ \ I \\ \ \ I \ TM 8 / \ \ \ 1 / / I / 119 W (H)x io'(W) RC B�(CULY6ERT W \ \� \ W W) / v ,V VARIABLE WIDTH PUBLIC (I�\ I I y STORM DRAIN ESMNT W / ,,11 DB: 5121 PG: 644 \ \ \ I \ \ STM-BS I\ \ \ / `7' / TM 04C60-do-UO- 18�0 I I VARIABLE WIDTH PUBLIC W `V y, IV \ \ \ \ \ TOP = 353.9' I I \ IV .V W/ IV 1 / ,,� I I I 1 \ `1\, STORM DRAIN ESMNT 14, .V y IV \ �, \ \ VARIABLE WIDTH PUBLIC INV. IN = 345.1' \ STM- g �� .V / cY1ARL S R.// & LIZ BE�j1 I '\ I ` DB: 5121 PG: 644 /� .VIV \ STORM DRAIN ESMNT INV. OUT = 344.7' \ W� ANK OG ESP JA GHI I I 1W \� / PEDESTRIAN TUNNEL W y \ \ DB: 5121 PG: 644 \ \ IV -V / } INV."' = 339.2' W / ✓ �B. 1�33 P. 450 I I I �1 \� \ 39.2LF15' / \ � HDPE @ 6.1% \ �STIN TRE?iM 0.92 CRE I I �I I M� > V _ - �j / \ \ 54., V . I 1 \ I .V / .V -41 / / 65.3 LF 15' 53.7 \ STM-B9 IAll �V VARIABLE WIDTH PUBLIC W \\ HDPE @ 0.9% 53.7 TOP = 353.7' STORM DRAIN ESMNT `S�M �3 \W I I �I I I � � I' / � �,` �V �/ / � \ (� INV. OUT = 347.5' N, `V DB: 5121 PG: 644 IV IV I W / ,V / V STM-B71 y •V� STM-B61 `V / / 114.5 LF 7'Hx10W RC i STM-67 VARIABLE WIDTH PUBLIC INV. IN = 344.6' I \J J BOX CULVERT @ STM-B6 TOP = 351.9 j 53.2 r W W �i W STORM DRAIN ESMNT •' y' 2.4% TOP = 349.0' INV. IN(B10) = 345.1 53.7 DB: 5121 PG: �EX�TINC�lo E /FLQ�D iN (TJf� } IV _ ,V INV. IN = 342.9' 112.1 LF 15' INV. IN(BB) = 344.1' / 53.7 '• y, B 1 / / / / / // / / / •V �' INV. IN = 348.0' / / STM-B4 43.4 LF 15' INV. OUT = 342.8' HDPE @ 1.1% INV. OUT = 344.1 53.3 y. I\ / / / � / / '' // j / /// /•V /�// � / / '/ / W / TOP = 348.T HDPE @ 1.6% \ STM-B10 INV. OUT = 342.5' 50.1 50.8 51.6 52.4 _ 49.2 O 50.1 �^' 50.8 51.5 52.2 , • t • 5 _ � 49.4 � � / // 49.2 48.9 48.0 49.3 49.8 50.7 51.4 522 �0Q2.8- 53.6 54. - �� 94.2 LF 15' /� 50.7 49.5 48.7 48.2 6 STM-B5 1281'R 54.6 55.0 56.5 53.9 / 49.9 49.3 54.9 N 55.7 - D TOP = 348.6' - 49.8 48.9 U 54.4 55.5 56.3 = /51.3 w 54.2 � 55.2 / / / / / T 1 51.9 50.5 �� 1'R INV. IN B6 - 342.1' ,V / 50.3 49.5 � 12.6 LF - � 116.0 LF 15' 56.1 5L2 - - INV. OUT = 342.1' j HDPE @ 3.5% 56.7 / / 51.7 50.0 49.9 15"HDPE INV. OUT = 342.1' j 55.9 Z / / w 00 56.4 57.81 m STM-B31 3.2% / 52.4 51.6 �' INV. IN = 349.0' 54.8 O _ � 48.8 LF 15' 44+pp `0 57.4 = = / L i / 55.9 O 53.4 52.2 51.2 HDPE @ 1.6% 57.0 M 54.8 53.3 51.9 / 57.8 55.9 54.5 52.9 STM-63 m / 138.4 LF DUAL 96.3 LF (2)-30- RCP m 58.6 56.8 55.7 TOP = 348.7' STATE ROUTE 643 POLO GROUNDS ROAD / 54.1 / o 59.5 57.7 56.6 5'x5' RC BOX INV. IN = 341.3' VARIABLE WIDTH PUBLIC RIGHT OF WAY - CULVERTS (P1.7% ■ D 57.5 INV. OUT = 338.1' DB: 5580 PG: 415 CULVERT @ M 61.3 co 59.3 58.4 56.2 w 6.0% PEDESTRIAN TUNNEL A 62.7 60.3 59.2 57.1 �.� 22.5 LF 15' ¢ 63.8 63.2 61.0 60.1 57.0 ice• _ x INV. OUT = 336.4 1 � O SOLID YELLOW _ X 63.6 62.9 62.3 O 60.5 59 7 2499R +0 _ STM-132 \ PAINTED LINE (TYP.) \ ROAD CENTERLINE (TYP.) 64.4 d 64 2 63.5 62.4 61.8 / / SOLID WHITE /// TOP = 3.1' \ PAINTED LINE (TVP.) = a 63.8 ROAD INV. IN = =3373 337 37+00 GROUNDS \ INV. OUT = 337.3' \ \ + ¢ `� STATE ROUTE 643 POLO w is / VARIABLE WIDTH 580 PG 415HT O W 39.2 LF 15' l I O 5580 / / / � HDPE @ 2.3% \ \ � / STORM DRAIN ESMNBLIC w \ D= ISTINC'\GUARD AIL s / DB: 5121 PG: 644 _ / VARIABLE WIDTH PUBLIC \TO REM N I _ / EDGE PAVEMENT (TYP.) STORM DRAIN ESMNT /' \ \ N �� VARIABLE WIDTH PUBLIC J _P4 OP E�R�P'�-S FR I DB: 5121 PG: 644 DB: 5121 PG: 644 INV. IN = 343.0' _ STM-670 Z F STM-B60 STM 61 STORM DRAIN ESMNT \ \ 1 EXISTING ED E OF/ / _ / / \ INV. IN = 329.9 INV. IN = 336.4' AVEMENT Q B U DOUBLE YELLOW GUARDRAIL (TYP.) / \ \ \ \ 1 PAINTED LINE (TYP.) / \ I \ \ \ 1 WIDENED I THI AREA --� VARIABLE WIDTH �_ PROPOSED DUAL 5'x5' RC BOX CULVERT STM-B6o ) \ EXISTING STREAM RIGHT OF WAY EXISTING GUARDRAIL \\� I \\\ \ \ STM-B o L \ / � _ - STMFBi \ \ f \\\ \ 1 TO REMAIN � � \ \\\ \ \ `\ \\ \ \ \ \ P OP05ED\AD STRIPING / PR/PERTY LIN� Is / EXISTING STREAM \� \ \ APPROXIMATE CENTERLINE I I EXISTING EDGE OF \\\\ OF CREEK AS IT MEANDERS PAVEMENTTO REMAIN CROCKETT TIO(THIS AREA) TMP 0 �OO\O�0\AR 30 0 g 6 9079 �U CRSI�\1 III ,PGDB 62�\ \ l 1 I I I I19� I I I I I SCALE1 "30' zU F�1 O Z �O o � w uj " UU N rvU V) y z (N ' 0 0 J IT m ¢ z O N v 7 r� Oj NP:Z w w z rn � a O 5 x (n a a_ U w N ¢ W Oli �o}�$,yTH Op `f�c Jimmy L. TT'aggort Lic. No. P 22841 Or 8/26/22 �? FSSIONAL COO O Q N Z_ O zN> �z� OQ 2 H J oOf - a w O n a (~ cis O J w as 0 �Om Q a N Q U � Lu m Q LLJ N L) Q �a _¢ pa¢ � z z ¢ LiJ Y Q V) Z a lY U w z O w m w r 0 O z DRAFTER: CS DESIGNER: N/A PRODUCTION ZD DATE: 08/26/2022 SCALE: AS SHOWN JOB: BROOKHILL FILE: 8587 SHEET: 3_OF 7 _. 1.5" SM-9.5A SURFACE COURSE 2" IM-19.OA 10' (5' M1N.) INTERMEDIATE COURSE 4PACTED 4" CONC. - 4" BM-25 INTERMEDIATE COURSE SM 9.5A >PHALT-, 3000 psi MIN. -� 12" COMPACTED AGGREGATE X, � � � BASE COURSE, VDOT #21 A i✓✓ ice,%,,�%i,�% ` COMPACTED SUBGRADE ��j/\ 4" COMPACTED 21-A STONE BASE 4 27-A STONE BASE N IN ^-b- % xy, • w _��``�. ASPHALT PAVING - ROADS ASPHALT PEDESTRIAN PATH CONCRETE SIDEWALK NO NO SCALE � � � -� .,- 3 >� NO SCALE 'SCALE • ,- INS 7,t =7-w VAR. VJlDl'H Po W TYPICAL STREET SECTION - YAR. WIDTH R/fY POLO GROUNDS ROAD - 30*00 & 367' 00) 30 dIPA D�SI�N SYE'L'D (l✓OT TO SC:1LLj 390 PVI TA: 27+ .41 PVI ELEV: 38 .14 K: 30.62 LVC: 19o. o PVI ST : 29+53.13 PVI STA: z3+66.72 N PVI EL V: 376.71 PVI STA: 3 4z 54 HIGH PT. STA: z +82.84 385 PV ELEV: 6 .o a o K: z 3S PVI ELEV: 75.71 K 94 ^' ^ LVC 8 zo 7 . 1 VC:45o.0o 0- N U 00 N u M LVC: 11 .00 PVI STA: + 33 6.30 O M V1 N W v m L�J > w O7 ri l0 O V1 O PVI ELEV: 6 3 .z8 LOW T. STA: z1+54 4 N 1p PT ELEV: 363.3 m w o r a) r M � K: 3.2 380 It 'DLOW rn w a) o ^^ .. m ^^ .. LVC: 4o. o m w m .. u U > .. u U > -------- --- m > w L, > U m U m M j cp j w--o i -1.59�00 p>p w + m l0 m m w N W W 375 oro % _ _ m m m \ m 370 i � w " > -359/6 a' EXISTING GRADE (TYP.) [----STORM / n PROPOSED 3o" RCP 365 / SEWER CROSSING — —/ Z O' V 360 0 STORMS SEWER CROSSING / L LO Ou NOTE: NO CHANGE TO EXISTING GRADE STORM PROPOSED 24' SEWER CROSSING RCP L~ Q LLJ 355 c= cn- Q IL z Z J 3 Lu = 350 m U Q 345 340 335 r` n O1 00 O O 11 OR OR OR M l0 O L9 11 O M l0 O L9 N .t 00 M d M N N M .T Vl �0 l0 co a) H n S n w n ^ ^ co n 00 n co n ^ ^ ^ ^ l0 n w n W n Vl n M n N n O n a) co �0 n �0 n �0 l0 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+5o 27+00 27+50 28+oo 28+50 29+oC 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 3` POLO GROUNDS ROAD PROFILE SCALE: 1"=50'V,V=5'H U O (4 z En Q �O o ~¢ 0 cl�w wo OU (N U &z r>= w00 N L u M U Oo`m 7 r� Oj orz w V� w z rn < a O 5; x (n a m U w UJ Q W Z m DRA � aiUa0zt F TE /R') : DESIGNER : NNNJ_ CN/SzozzQY A PRODUCTION• ZD (:D Q> zz OQ =° LJoom u 00 a L2OJ LLJ Lu a _j = o >- OD aQQO � U LuQ> Oa Q w V / Q DATE: DATE: 08/26/2022 SCALE: AS SHOWN JOB: BROOKHILL FILE: 8587 SHEET: 4__LF 7 Rlw Fes' RiW n R!Y — _ 4 o^i s. ^ s i o G a 12 • y s> —}-. soeruie��sixu-i — axmc�u^o VAR. WIDTH R/W TYPICAL STREET SECTION - VAR. WIDTH R/W . .�(POLO 00 CROUNDo.S ROADcN & 36f00) •, s� s30 xi (,OT TO ,5'CALL',) kNV FNV aw -c%o 1.5" SM-9.5A SURFACE COURSE 10 J (5 M1N.) s a3 2" IM-19.3A sow k, nxPi� • nnE. < mw ... INTERMEDIATE COURSE 2COMPACTED 4p `x`:r( 4" BM-25 INTERMEDIATE COURSE ISM-2A ASPHALT-, SM 9 5A r i MIN. 3000 si MIN. VAR. V✓IDTH Ri W 12" COMPACTEDGGR G2 `�X ``�'< X/' �`" � % �-�°� ` ��%�`�� '�`'�'�`�'''''-- '' � ` '��j TYPICAL STREET SECTION - VAR. WLDTI' R/FY BASE A '��< (POLO GROUNDS ROAD 4>7, TO 43 75f �V �\ 30 MPH Dls'SIGN SPP1L'D COMPACTED SUBGRADE ` 4" COMPACTED 4" 21—A STONE BASE (MOT TO 5'CA66) 21—A STONE BASE ASPHALT PAVING ROADS ASPHALT PEDESTRIAN PATH CONCRETE SIDEWALK = pow—,4% No SCALE NO SCALE NO SCALE.7�,� "--"" o._ sx xxia� ou zs an<veuame> WIDTH x 11111 TYPICAL VAR. WIDTH R/W STREET SECTION - VWR. WIDTH R/W (POLO GROUNDS ROAD - 44f25 - 48*75) 30 MPH 191151I0N (NOT TO SCALL'j 390 385 38o m 00 m `w� ' PVI STA: 37+50.00 > PVI ELE :363.68 w K: 3 6.50 375 13 m °o 0 ° PVI STA: 45+ 7-57 `w�' °;LJ PVI ELEV: 3 7.00 > K:67.i / 370 w : 150.00 00. - 35! 25. VI STA: 41+34 / VI ELEV: 6.8 N N O / Ln n K. 37 46 + m m k69oI LVC:26o.00 u / z. 0 365 _III �;> � > ------ ------ m LO IN PT ELEV: 34 92 0 v, m w Z) d' . \ \ + M In w / H, zI \ \ > U w / O U a:360 EXISTING GRADE E (TYP.) / EXISTING GRADE (TYP.) W Lu cn ��-, 355 W , w 4� J - U 350 NOTE: NO CHANGE TO EXISTING GRADE - - EXISTING 20" SANITARY SEWER CROSSING 345 PROPOSED 15" RCP STORM SEWER CROSSING ` PROPOSED (2) 30" RCP 4 CULVERT CROSSING 340 PROPOSED DUAL 5'x5' RC n PROPOSED PEDESTRIAN TUNNEL CROSSING BOX CULVERT CROSSING n4 PH) x io'(W) RC BOX CULVERT 335 �t c0 fn 11 r` l0 N l0 W OD 1� rl I I� l0 OD 'i O M L9 l0 w IN co l0 l0 l0 l0 �0 Vl l0 S l0 N w H l0 O l0 00 Vl l0 Vl 't Ln N Ln ri Ln LJ a) d co d a) 't O Vl Ln Ln Ln vl Ln Ln Ln ri l0 l0 I. 0 01 l0 I� M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 34+00 34+50 35+00 35+50 36+oo 36+50 37+00 37+50 38+oo 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+oo 46+50 47+00 47+50 48+oo 48+50 POLO GROUNDS ROAD PROFILE SCALE: 1" = 50' V, 1" = 5' H O w 0 U O Z En °�0 o a 0 cl�w wo U U N U � z r > o = wO N N w 7 U O�o`a] Qz Ov>v� 7 r� O� NrzZ x VFn>0,00 O x (n a a_ U w N ¢ rx Op `f�c r� 9-7Jimmy L. Taggart Lic. No. 22841 o� 8/26/22 �? FSS/ANAL ENG O Q v� z (� > J z > �zz Q o w J c� 0 J a L v�OJ� J Lu a O a J N Q o Q O U� W w Q '-'-' N Q iE O a z Q a z Q W j7_ DRAFTER: CS DESIGNER: N/A PRODUCTION ZD DATE: 08/26/2022 SCALE: AS SHOWN JOB: BROOKHILL FILE: 8587 SHEET: 5 OF PROPOSEDC W 360 36o EXISTING GRADE (TYP.) PROPOSED GRADE (TYP.) (TYP.) AS5ILL / 355 EXISTING 20" SANITARY SEWER CROSSING \ 350 / 350 PROPOSED MODIFIED / PROPOSED MODIFIE VDOT EW-7 ENDWALL VDOT EW-7 ENDWAI w/ 30° WINGWALLS/ o.6j VrIN130° WINGWALLS / 345 / 345 / INV. IN } 3aa.6' o' RCP CULVS (2)� INV. OUT- 340 340 343.0_LJ 96.3 LF @ 1.7% m m m m 0+00 0+50 1+00 1+50 2+00 STORM B71- B70 PROFILE 36o 36o 355 EXISTING 12" SANITARY 355 SEWER CROSSING y EXISTING GRADE (TYP.) LIlr PROPOSED 12" DI 350 WATERLINE CROSSING 350 y PROPOSED GRADE (TYP.) 345 345 5.5 r FILL (TYP.) PROPOSED CONCRETE ENDWAI 'WITH 45° WING WALLS 340 340 ZFINV. IN-332 aS 338.2' 335 - 335 ONCRETE ENDWALL I TH 45° WING WALLS 330 L 00�1330 DUAL 5'x5' RC BOX CULVERT U INV. OUT�ag.8} ee Tc% 329.9' 138.4 LF @ 6.0% 325 325 00 O 0l .i ^ Vl N O M �t co 01 M M M M M M M 0+00 0+50 1+00 1+50 2+00 2+50 STORM B61- 136o PROFILE STM-B5i STM-B STM-Bg VDOT STD. DI-3B (L=6') 5 VDOT STD. DI-3C (L=8') TP- 376.2' VDOT STD. DI-3C (L-8') 348.6' TP o a � NV O � 353.7' INV IN- TP 342.1'(66) INVIN=" ip m m } 370.0' 347.5' 38o INV OUT-�9r58 367.5' 3$Q 360 34z.1'(64) INV INS a7 �° m 360 342.1' INV OUT 3r�rr7 m M m p EXISTING GRADE (TYP.) PROPOSED GRADE (TYP.) MP M o o / 00 PROPOSE i VDOT STD. EW-1 m o z 2 o " > 375 / FILL (TYP.) 375 co Z355 f- o > ° Ln o �'z >z >z 355 STM-B3 Ln > H z Z T STD. MH �� NV. N_3}}97- 372.2' 348.7 TP_ / EXISTING Zo" SANITARY 1.0 D 341.3' INV INS} / i SEWER CROSSING 370 / 30" RCP O L O 338.1' INV OUT3$}3 O 35 35 16.4LF@13.4% STM-B2 / / L PROPOSED 6" DI PROPOSED 12" DI VDOT STD. MH �/ WATERLINE CROSSING y WATERLINE CROSSING ellNVOUT=4p TP= / I 3'1 2.0' PROPOSED MODIFIED IN=,� / FILL (TYP.) g52 R'EP' VDOT EW-2 ENDWALL Al 365 3^'' `�1' 2594 345 / �"''� w/30°WINGWALLS 39.2 LF 15' HDPE @ 6.1% I EXISTING GRADE( YP.) � 30" RCP �We PROPOSED GRADE (TYP.) / 3Lo 56.3 LF @ 11.5% 340 112.1 LF 15' 340 V HDPE @ 1.1% PROPOSED VDOT STD. Es-1 I 1.699 'R INV. OUT-91.0 §ee 36 43.4 LF 15' % / INV. OUT- I HDPE @ 1.6% 65.3 LF 15' 335 3364 Y�EP• " HDPE @ 0.9% 335 355 355 .L E PROPO VDOTE w/3c g� 48.8 LF 15' REP HDPE @ 1.6% I 330 / PREP 22.5 LF 15' HDPE @ 3.6% 39.2 LF 15' m OR HDPE @ 2.3% i0 N M M M M M 00 0+00 0+50 1+00 1+50 STM-B41 01 N 'i co M N M co co 01 O VMl N M m m M m M M M m 2+00 2+50 3+00 3+50 STORM Bg - Bi PROFILE VDOT STD. DI-31B (L=12') TP 363A INV IN- 363.(Y 375 INV our-36o.4a 360.4' 375 FILL (TYP.) PROPOSED GRADE (TYP.) XISTING GRADE (TYP.) _ / 370 % 370 / PROPOSED MODIFIED I VDOT EW-i ENDWALL 365 365 INV IN=36g.$� 365.3' 3ED MODIFIED 1.0, ✓V-2 ENDWALL °WINGWALLS 12 "RCP @ 14.9% 3 60 I �$96- 15.4 LF 3 PROPOSED 12" DI WATERLINE CROSSING 355 I I 24" RCP 355 38.6 LF@2.1% I NV.IOUT= 359.6' I 350 I 350 345 345 0 00 0 M M 6 M M 0+00 0+50 1+00 1+50 STORM B42 - B40 PROFILE EXIST PR 360 PROPOSED GRADE (TYP.S 4+00 330 STM-B31 VDOT STD. DI-31B (L=i6') TP-g55.g5 354.7' INV OUTS} 349.a EXISTING 12" SANITARY SEWER CROSSING / 355 / 355 / PROPOSED 12" DI ING GRADE (TYP./ / WATERLINE CROSSI 350 1 ' 350 DPOSED VDOT STD. Ys-1 15 P 345 / 94.2LF@1.1% 345 / I NV. DUT3gg.ee F348.0' 340 I 340 a o a r m 0+00 0+50 1+00 1+50 STORM-1331- B30 PROFILE o o� m M m m 0+00 0+50 1+00 1+50 STORM B52 - B50 PROFILE ~ fV I rn EXISTING GRADE (TYP.) m r a co o� M a in cm a A A ° 0 M Ln> HZ 355 � L N m^� 355 zz� p_oa»� .. in> ZZZ NG PROPOSED GRADE (TYP.) 350 J_.�A 1 1 350 345 345 15' HDPE 118.0 LF @ 3.5% 340 1 1 1 1 340 N rn rn o cq M N t M 0+00 0+50 1+00 1+50 STORM B10 - B7 PROFILE SCALE: 1 " = 50' H, 1 " = 5', V zU F�1 w O CO z En Q �O o ~¢ a 0 cl�w wo ° U n X. ± wO N N L u r 7 U O�o`o0 z z ° Lu Lu v r� Oj NrZ w V� 0,00 w z rn W a O x (n a a_ U w N a (:D `f��yort4�tkG � a N Z zN> Q � w O o a w LL m Q v�OJ w a � a O m 0 ai Q r N M - (/) � N w m Q 0 Q =a Oa- a z � z a W a V) Z 0 a U N w z O w m w a 0 0 z DRAFTER: CS DESIGNER: N/A PRODUCTION• ZD DATE: 08/26/2022 SCALE: AS SHOWN JOB: BROOKHILL FILE: 8587 SHEET: 6 OF 7 375 STM-A61 VDOT STD. DI-3B (L=8') TP=373-75 INV IN=362.18 INV OUT=362.08 375 -PROPOSED GRADE (TYP.) FILL (TYP.) 370 ' � 370 PROPOSED MODIFIED PROPOSED 12" DI VDOT EW-2 ENDWALL WATERLINE CROSSING w/30°WINGWALLS EXISTING GRAD( 365 36S PROPOSED MODIFIED VDOT EW-2 ENDWALL NV. IN-36i-ee 363.6' w/ 30° WINGWALLS 360 000<_30" RCP 122.2 LF @ 8.1% RCP 355\V30" -INV.OUTL36 s 359.9• 355 O N O t W 00 M 0 M t0 M ^ �0 M M 0+00 0+50 1+00 1+50 NORM A62 - A6o PROFIL� (TYP.) STM-B5 VDOT STD. DI-3C (L-8') 34B.s TP=3gS-ge 342.1 (Bv) INV INS} 342.1•(B4) INV IN � 342.1' INV OUTS 350 345 340 EXISTING GRADE (TYP.) 355 STM-B4 VDOT STD. DI-313 (L=8') TP=3rF8-f,j- 348.7• INV OUTS& 2z.5• 1 350 ROPOSED GRADE( 345 340 LR _ 335 1266 E @ 3.2% 335 0+00 0+50 (STORM 134- B5 PROFILE( 360 355 EXIST EXISTING GRADE (TYP. 350 1 T" x>o'w RC aox cuu 345 114.5 LF 2.4% USED CONCRETE ETE ENDWALL WITH 4S°WING WALLS 340 335 W N l0 M M M 360 � 355 SANITARY — 1 CROSSING PROPOSED GRADE (TYP.) / / PROPOSED >2"DI WATERLINE CROSSING 350 PROPOSED CONCRETE ENDWALL 0 .5 WITH 45°WING WALLS �S. u� 345 340 JT-337 NV. IN-^�i}6-69 339.2' NOTE: PER VDOT ROAD AND BRIDGE SPECIFICATION SECTION 520.03(b), 8" MINIMUM EXCAVATION AND BEDDING MATERIAL SHALL BE PROVIDED BENEATH THE PROPOSED PEDESTRIAN TUNNEL STRUCTURE fi M M M 0+00 0+50 1+00 1+50 2+00 2+50 PEDESTRIAN TUNNEL PROFILE SCALE: 1" = 50' H, 1" = 5' V U O GO z En Q �O o mw wry�no C2 r>= w00 N L M U 0 Co, M Qz 0>iv� r� O� N�Z V >0,00 w z 01 a FIi' O C x (n a m U w ¢ �o}�$,yTH Op `f�c Jimmy L. Taggart Lic. No. 22841 �4i� 1p O, 8/26/22 �? FSS/ONAL ENG Q cn z m z z W O Q Z O J J Lu w pip I— Lu a Q J w Q O CO a oa J a N M Q Q H U '.0 W w in r m FZ Q _ � pa¢ z a z ¢ W Y Q V) 0 DRAFTER: CS DESIGNER: N/A PRODUCTION ZD DATE: 08/26/2022 SCALE: AS SHOWN JOB: BROOKHILL FILE: 8587 SHEET: 7_2F_7 Easements and Utilities 201800013571.001 VIRGINIA LAND RECORD COVER SHEET FORM A - COVER SHEET CONTENT Instrument Date: ....... 1211312018 ....... Instrument Type : .......... _REP -_-__--_-- NumberofParcels: ..... 5----- Number of Pages: -----$._.__ [ ] City D4 County ALBEMARLE TAx EXEMPT? VIRGINIA/FEDERALLAW I [ ] Grantor: [ ]Grantee: ............................................................ Consideration: .................. --------- $10.00--------------------- Existing Debt: . ...................----- A0.00----....... --------- Actual Value/Assumed: ...................$0.00.....-____--_ PRIOR INSTRUMENT UNDER § 58.1.803(D): Original Principal: $0.00 - --------- ----------------- Fair Market Value Increase: -------------$0:00 ___ RECORDED IN ALBEMARLE COUNTY, VA JON R. ZUG CLERK OF CIRCUIT COURT FILED Dec 14, 2018 AT 10:52 am BOOK 05121 START PAGE 0689 END PAGE 0701 INST # 201800013571 TOTAL NUM PAGES 0013 EMJ (Area Above Reserved For Deed Stamp Only) Original Book Number: ---------- Original Page Number: - --- --..-- Original Instrument Number: ,........... ____-- Prior Recording At: [ ] City [ ] County -------------- ---------------------------------------- Percentage In This Jurisdiction:------------100%--- ------BUSINESS / NAME Grantor: CROCKETT CORPORATION, CROCKETT ----- -----------------------•----------------------------------------------- Grantor: HAUGH & OGLESBY TRUSTEES, CHARLES & DOUGLAS B. ------------------------------------- ... -- 1 [ ]Grantee: CORPORATION, CROCKETT-------- _. --- - ------ ------ -- �_,- [ ]Grantee: HAUGH & OGLESBY TRUSTEES, CHARLES & DOUGLAS B ---, ------------------- -------- - -- ------------------- ---- ---------I. . GRANTEE ADDRESS Name: CROCKETT CORPORATION ...............................................--------------- ...---- ------- Address: HAUGH & HAUGH, P _C.435 PARK STREET -- -- CHARLOTTESVILLE .. State:...VA... Zip Code: ---_.__._._ 22902 City:.._.---------------------------------------------------------------------------- .. - ----------- Book Number: - ......... Page Number: ---------- Instrument Number: Parcel Identification Number [PIN): 04800-00-007019A Tax Map Number:.NIA----------------------- Short Property Description: --------------------------------- ----------------- Current Property Address: _ 2571 SEMINOLE TRAIL PRIMARY PROP. ADDRESS -- ----------------------------------------- - --- - -- .. City:. CHARLOTTESVILLE ._............................ State: .. Vp ... Zip Code. ------- 22911---- Instrument Prepared By: WILLIAMS MULLEN Recording Paid By: WI-LLIAM.S MULLEN ------------- Recording Returned To:-MARYKATHERINE_MCGETRICK,_ESQ--------------------------- Address: WILLIAMS-MULLEN 321 EAST MAIN ST, SUITE 400 _.- ......... ... ....................... .................... CHARLOTTESVILLE - - _ -- _____ ____-_ --_-. - State:..- VA1... Zip Code: ....._ 22902 ...... ...........111 ... -- FORM CC-1570 Rev: 7 17.1-227.1, 1 of 5 Cover Sheet A Copyright ® 2014 Office of the Executive Secretary, Supreme Court of Virginia. All rights reserved. 01800013571.002 VIRGINIA LAND RECORD COVER SHEET FORM B — ADDITIONAL GRANTORS/GRANTEES d J Instrument Date: ------- 1211312014------- Instrument Type: ........... AEC_ --- -.... Number of Parcels: __ 6----- Number of Pages:.... A.... [ ] City D< County ................... ALBEMARLE------------------------- GRANTOR BUSINESS / NAME (Area Above Reserved For Deed Stamp Only) --- 3... [ ] Grantor: OGLESBY HAUGH TRUSTEES,_CHARLES_ R, &-ELIZABET-HANN-_---- ------------------ - 4 [ ] Grantor: TOWN-CENTER-LLC,-BROOKWU---------- --............. ----------------------------------------------------------------- -------- [ ] Grantor: ------------------------- --- ------------ ---------------------------- -----... [ ] Grantor: ------- [ ] Grantor: [ 1 Grantor: ----------------------- -------------------------------------------------------------------------------------------------------------------- -------- [ ] Grantor: ...--------------------------- -------------- -------------------...--------------------------------------------- ------ [ ] Grantor- ------- ------------------------------------------- -------------------- --------...---------...------------------------------------------------- GRANTEE BUSINESS / NAME Grantee: OGLESBY HAUGH TRUSTEES,. CHARLES R, &_ELIZABETH ANN--------------_------------ ....------------ —. 4 [ 1 Grantee: TOWN CENTER-LLC, BROOKHILL---------------------------------------------------------------------------------------- -------- [) Grantee: ------ [ ] Grantee- ----------------------------------- --------------- -------------------------------------------------------- --------------------------------------. [ ] Grantee: ..................................... ------------------------------------------------------------- ----..------------------------------------- [ ] Grantee:--------------------'------------------------------------------------------------------------- ------------------------------ [ ] Grantee: [ ]Grantee: ---------- -----..----_-- ---- -----------------_.--__._.-. __-----.._- ------ ---- -- ------ FORM CC-1570 Rev: 10/14 Page 2 of 5 Cover Sheet B §§ 17.1-223,17.1-227.1,17.1.249 Copyright® 2014 Office of the Executive secretary, Supreme Court of Virginia. All rights reserved. 01800013571.003 VIRGINIA LAND RECORD COVER SHEET FORM C - ADDITIONAL PARCELS Instrument Date:.------ 12113/2018------. Instrument Type: -------- DEC_-_---_ Number of Parcels:---.6.--- Number of Pages: .....---- City N County ------- - --------------------- ALB EMARLE---------------------------...- PARCELS IDENTIFICATION OR TAX MAP Prior Recording At: [ ] City [ ] County ....-------------------' Percentage In This jurisdiction: ---- ......... 100%-------------- Book Number: .--------- Page Number: .......... Instrument Number: -.--_------.__-----------. Parcel Identification Number (PIN): 04600-00-00.019B1_.. Tax Map Number: Short Property Description: _----_---_------------------ (Area Above Reserved For Deed Stamp Only) Current Property Address: 2571 SEMINOLE-TRAIL-PRIMARY-PRQP,ADDRESS-------------------------------------------------------- City:.CHARLOTTESVILLE--- ...................... ----------------------------- State: ..)L&--. Zip Code: ........ - —12-911 ----------- Prior Recording At: [ ] City [ ] County Percentage In This jurisdiction- ------------ -i 00%---------.----- Book Number: ---------- Page Number - ---------- Instrument Number- ----------------------------- Parcel Identification Number (PIN): 040A 10-00.019B3__- Tax Map Number; .N/A --------------- ------------------ ----- ShortProperty Description- ........................................... ------- ----------------------------------------------------------- -. Current Property Address: 2571- SEMINOLE TRAIL PRIMARY -PROP. ADDRESS..... .... ---_...........-_............... City: CHARLOTTESVILLE ..... _. _- ---- -- --— ------ --------- state: --- VA___, Zip Code. ........... 22911-.......... _, FORM CC-1570 Rev: §§ 17.1-223,17.1-22, 3 of 5 1,17.1-249 Copyright p 2014 Office of the Executive Secretary, Supreme Court of Virginia. All rights reserved. Cover Sheet C F01800013571.004 VIRGINIA LAND RECORD COVER SHEET FORM C - ADDITIONAL PARCELS J Instrument Date: ........ 1211312018 __ Instrument Type: ----__DEC------.. Number of Parcels:----6-.-. Number of Pages: ---- $ [ ] City pQ County --------------------------- ALBEMARLE- -- - ..... PARCELS IDENTIFICATION OR TAX MAP Prior Recording At: [ ] City [ ] County -'----------------------------------------- ----------------------------------- 1 Percentage In This jurisdiction; --------------100%^..------------- Book Number: .---- .... Page Number: ------- Instrument Number: ............................. Parcel Identification Number (PIN): 04600.00.00.01944--- Tax Map Number:.141A ............................. Short Property Description - -------------------- (Area Above Reserved For Deed Stamp Only) Current Property Address: _2571 SEMINOLE.TRAIL-PRIMARY.PROP,ADDRESS-------------------------------------------------------- city:.CHARLOTTESVIL-LE---------------------------------------------------State: _VA---, Zip Cade: ------- -.... 22911............ Prior Recording At: [ ] City [ ] County Percentage In This jurisdiction: -------------- 100%........ --_-- Book Number: .--.------ Page Number: ............. Instrument Number: -_-------------_-.-------.- Parcel Identification Number (PIN): 04600-00 00-0180-...._ Tax Map Number: .NIA --------- __---_-------------------- ShortProperty Description: ................................................ ------------------------------------------------------ -. Current Property Address: _2571-SEMINOLETRAILPRIMARY_PROP._ADDRESS..... -------------__-------------. City: CHARLOTTESVILLE-... __. _---------- State:.- VA---. Zip Code.----.-----W11------------- FORM CC-1570 Rev: §§ 17.1-223,17,1-22; 4 of 5 Cover Sheet C Copyright 0 2014 Office of the Executive Secretary, Supreme Court of Virginia. All rights reserved. �01800013571.005 VIRGINIA LAND RECORD COVER SHEET FORM C — ADDITIONAL PARCELS i Instrument Date: -------- 12113/2018 ------ 1 Instrument Type: -----_--DEC ------- . Number of Parcels: -----6---- Number of Pages: [ )City N County --------------------- ALBEMARLE PARCELS IDENTIFICATION OR TAX MAP Prior Recording At: [ ] City [ ] County j-------------------------------------------- ----------- ------------------ ----- -.... Percentage In This jurisdiction: --- ,...... ---- 100%-_-__-----___ j Book Number: --------,- Page Number: .......... 'I Instrument Number: --- Parcel Identification Number (PIN): 04800700700-9%k- Tax Map Number: .NIA ------- „----------------- ---....... -- Short Property Description: ----------------------------------------- (Area Above Reserved For Deed Stamp Only) Current Property Address: .2571_S_EMIN0LE.TRAIL_PRIMARY_PROP.,ADDRESS-------------- ---------------------- ---- -- City:. CHARLOTTESVILLE------------------- „---------------------- ----- ------ State: ... VA_,. Zip Code: ------------ ,,,,-„---. Prior Recording At: [ ] City [ ] County Percentage In This jurisdiction: Book Number: ---------- Page Number: ............. Instrument Number: ----- -------------------- Parcel Identification Number (PIN): .......................... ._----- Tax Map Number: ShortProperty Description- --------------------------- -........... ................................... ---......... ---------------------------------------- - --- -------------------------------- -----....................................... -------------- '............................ Current Property Address: ------------------------------------- State: ............ Zip Code- ---------------- ---------- FORM CC-1570 Rev: 10/14 Page 5 of 5 Cover Sheet C §§ 17.1-223, 17.1-227.1,17.1-249 Copyright® 2014 Office of the Executive Secretary, Supreme Court of Virginia. All rights reserved. r . .201800013571.006 This document prepared by and after recording return to: Williams Mullen 321 East Main Street, Suite 400 Charlottesville, Virginia 22902 Albemarle County Tax Map Parcel Numbers: 04600-00-00-00180, 04600-00-00-0018A, 04600-00-00-0019A, 04600-00-00-019B1,04600-00-00-019133 and 04600-00-00-019134 DECLARATION OF LANDSCAPE EASEMENT THIS DECLARATION OF LANDSCAPE EASEMENT (this "Declaration") is made as of �s�t,w�hr r JJ , 2018, by CROCKETT CORPORATION, a Virginia corporation ("Crockett"), CHARLES R. HAUGH and DOUGLAS B. OGLESBY TRUSTEES Co -Trustees of the Ernest J. Oglesby Trust u/a dated October 21, 1970, and the Testamentary Trust of Lucy Elizabeth Berger Oglesby, a/k/a Elizabeth B. Oglesby ("Trustees"), CHARLES R. HAUGH and ELIZABETH ANN OGLESBY HAUGH, husband and wife ("Haugh"), and BROOKHILL TOWN CENTER. LLC, a Virginia limited liability company (`Brookhill") (collectively; "Declarant"), each to be indexed as Grantor and Grantee. WITNESSETH: WHEREAS, Crockett is the owner of the real property shown on the current tax maps of Albemarle County as Tax Map Parcel Numbers 04600-00-00-0019A, 04600-00-00-019131, 04600-00-00-019133, and 04600-00-00-019134 (the "Crockett Parcels"), each as shown on the plat entitled "Comprehensive Easement Plat for Brookhill Blocks 1-8, Rivanna District, Albemarle County, VA" prepared by Roudabush, Gale & Associates, Inc. dated October 2, 2018, last revised November 16, 2018, and recorded in the Clerk's Office of the Circuit Court of Albemarle County, Virginia (the "Clerk's Office") in Deed Book5f(, page644 and incorporated herein (the "Plat"); and WHEREAS, Trustee is the owner of the real property shown on the current tax maps of Albemarle County as Tax Map Parcel Number 04600-00-00-00180, as shown on the Plat (the "Trustee Parcel"); and WHEREAS, Haugh is the owner of the real property shown on the current tax maps of Albemarle County as Tax Map Parcel Number "Haugh Parcel") (together, the Crockett Parcels, referred to herein as the "Property"); and 04600-00-00-0018A, as shown on the Plat (the the Trustee Parcel and the Haugh Parcel shall be WHEREAS,_Brookhill and its affiliates are contract purchasers of the Property and have obtained approval to develop a mixed -use neighborhood model development in Albemarle County on the Property (the "Project") which is subject to a Code of Development in accordance with the proffers as part of ZMA201500007 (the "Code of Development"); and 201800013571.007 WHEREAS, the Code of Development requires that a thirty (30) foot wide landscape buffer along Polo Grounds Road on the southern boundary of the Project, and a one hundred (100) foot wide landscape buffer along U.S. 29 on the western boundary of the Project, is established and maintained by the homeowners or property owner's association to be formed by Brookhill (the "Association"); and WHEREAS, Declarant desires to establish, declare and grant for the benefit of the Project a 30' Private Landscape Buffer Easement and a 100' Private Landscape Buffer Easement, each on a portion of the Property, and each as more particularly shown on the Plat recorded prior hereto, on the terms and conditions contained herein; and WHEREAS, the owner of the Crockett Parcels, the Trustee Parcel, and the Haugh Parcel, or any portion thereof, and each of their respective successors and assigns, shall be individually referred to herein as "Owner" and collectively referred to herein as the "Owners." DECLARATION OF EASEMENT NOW, THEREFORE, FOR AND IN CONSIDERATION of the premises and the covenants and agreements hereinafter set forth, Declarant hereby covenants, agrees and declares that the Property shall be held, sold and conveyed subject to the following: 1.. Landscape Easement. 1:1 Declarant hereby declares, grants and conveys to the Owner of the Crockett Parcels, the Trustee Parcel and the Haugh Parcel, (i) that certain "30' PRIVATE LANDSCAPE BUFFER EASEMENT" as identified on the Plat (the "Polo Grounds Buffer Easement") on, through, over, under and across a thirty foot (30') wide strip of land along the southernmost boundary of the Property which fronts on Polo Grounds Road, and (ii) that certain "100' PRIVATE LANDSCAPE BUFFER EASEMENT" as identified on the Plat (the "US 29 Buffer Easement") on, through, over, under and across a one hundred foot (100') wide strip of land along the westemmost boundary of the Property which fronts on US 29 (together, the "Landscape Buffer Easement Area"). 1.2 The Polo Grounds Buffer Easement and the US 29 Buffer Easement shall be used by the Owners of the Property for the installation, maintenance, repair and replacement of plantings, vegetation, groundcover, underbrush and other customary landscape features necessary for the orderly development and operation of the Project, as approved by the County and in accordance with the Code of Development .and any future declaration or restrictions affecting the Project. 1.3 The Declarant shall be responsible for maintaining, at its expense, the Landscape Buffer Easement Area in a good state of repair and in accordance with all applicable ordinances, including the Code of Development, until such time as the Owners dedicate and -2- 1 11201800013571.008 convey the Polo Grounds Buffer Easement and the US 29 Buffer Easement to the Association. To the extent that any landscaping within the Landscape Buffer Easement Area is disturbed during the installation and/or replacement of permitted plants, vegetation, underbrush and other landscaping features and improvements, such disturbed areas shall be promptly restored at the. sole expense of the Declarant or the Association, as applicable, upon completion of such work. 2. Dedication. The provisions of this Declaration are not intended to and do not constitute a dedication for public use, and the Polo Grounds Buffer Easement and the US 29 Buffer Easement and related rights and benefits created under this Declaration are private and solely for the benefit of the parties hereto. 3. Further Assurances. Declarant and Owners shall, from time to time, execute and deliver such documents and instruments of further confirmation and assurance, in recordable form, as may be reasonably requested by the other party to perfect, complete and confirm the rights, conditions, covenants, obligations and agreement created under or contained in this Declaration. 4. Waivers. No delay or omission by any party hereto in the exercise of any right or power accruing upon any noncompliance or default by any party with respect to any of the terms of this Declaration shall impair any such right or power or be construed to be a waiver thereof, except as otherwise may be herein provided. Any waiver by either party of any covenant, condition or agreement to be performed by the other party must be in writing and otherwise shall not be construed to be a waiver of any succeeding breach thereof or of any covenant, condition or agreement herein contained. 5. Controlling Law. This Declaration shall be construed, performed and enforced in accordance with the laws of the Commonwealth of Virginia. 6. Successors. This Declaration shall be binding upon Declarant and Owners together with their respective successors and assigns. 7. Headings. Any captions or headings preceding the text of separate sections or paragraphs hereof are solely for reference purposes and shall not affect the meaning, construction, interpretation or effect of the text. 8. Modifications. This Declaration shall not be modified or amended except by an instrument duly executed by Declarant and Owners, which instrument shall be recorded in the land records of Albemarle County, Virginia. [Signatures Appear on Following Page] Bic 1 201800013571.009 i a WITNESS the following signature and seal. DECLARANT: BROOKHILL TOWN CENTER, LLC, a Virginia limited liability company By: r (Seal) Name: Title: COMMONWEALTH OF VIRGINIA, CITY/COUNTY OF TO WIT: I HEREBY CERTIFY that on this Zola day of November, 2018, before me, a Notary Public for the state and city/county aforesaid, personally appeared as of Brookhill Town Center, LLC, Declarant, known to me or satisfactorily proven to be the person whose name is subscribed to the foregoing instrument, on behalf of the partnership. may` PUBLIC ` �ti Notary Public PEG. 876,33624 a. c t� '. MY COM1 SION i c �. EXPIRES a ` 0`••;os/31/201s ; A; s My commission expires: v ........'. -7 �Fn1_rH eF",, VA Notary ID number: [ (? ajaj�q p�� SIGNATURES CONTINUE ON THE FOLLOWING PAGE s ;201800013571.010 OWNER: CROCKETT CORPORATION, a Virginia corporation By: C( `; AJ_au_ � Name: ANAi D. 144jr�,Sh Title: P1LiS1D&Q % COMMONWEALTH OF VIRGINIA 6ITY/COUNTY OF Aa.L,E. TO -WIT: Lair Dayton Haugh- 1, 1 a Notary Public, in and for the on, aforesaid jurisdictio hereby certify that AN,Q. IJAJ&H whose name jis signed to the foregoing Agreement as P(2E5 i p£NT of Crockett Corporation has acknowledged the same before mein the jurisdiction aforesaid. Such person is known to me or has produced his state issued driver's license as identification. GIVEN under my hand this My commission expires: Q-31 -ZaZo Registration Number: 101,761 1 day of/1�Adimezg2018. 4 h— f,, Notary Public [Affix Seal or Stamp] SIGNATURES CONTINUE ON THE FOLLOWING PAGE W ,,"VaN I11 ,'�I ti m o 201800013571.011 1111A7aII.i1 /v (SEAL) CHARLES R. H U idividually and As Co -Trustee of th rnest J. Oglesby Trust u/a dated October 21, 1970 and the Testamentary Trust of Lucy Elizabeth Berger Oglesby, a/k/a Elizabeth B. Oglesby EAL) EL11ABETH ANN 049LESOY HAIR i COMMONWEALTH OF VIRGINIA C-fT-Y/COUNTY OF fmA2t_ TO -WIT: ,Lair Dayton Haugh 1, NOTARY P BI IC IC a Notary Public, in and for the aforesaid jurisdiction, do hereby certify that Charles R. Haugh, individually and as Co -Trustee of the Ernest J. Oglesby Trust u/a dated October 21, 1970 and the Testamentary Trust of Lucy Elizabeth Berger Oglesby, a/k/a Elizabeth B. Oglesby, and Elizabeth Ann Oglesby Haugh, each of whose name is signed to the foregoing Agreement, has acknowledged the same before me in the jurisdiction aforesaid. Such person is known tome or has produced his state issued driver's license as identification. GIVEN under my hand this day om(*T�,�2018. Notary Public [Affix Seal or Stamp] My commission expires: S • 31 -Zo w Registration Number: /o / q& SIGNATURES CONTINUE ON THE FOLLOWING PAGE ••.aNpUGp '.. !'•. P4'G�Vl \� 0 lost 110 201800013571.012 OWNER: (SEAL) DOUGLAS B. OGLESBY, As Co -Trustee of the Ernest J. Oglesby Trust u/a dated October 21, 1970 and the Testamentary Trust of Lucy Elizabeth Berger Oglesby,a/k/a Elizabeth B. Oglesby CITY/COUNTY OF• I, ' &LiaLoQpv-) , a Notary Public, in and for the aforesaid jurisdiction, de' hereby certify that Douglas B. Oglesby, as Co -Trustee of the Ernest J. Oglesby Trust u/a dated October 21, 1970 and the Testamentary Trust of Lucy Elizabeth Berger Oglesby, a/k/a Elizabeth B. Oglesby, whose name is signed to the foregoing Agreement, has acknowledged the same before me in the jurisdiction aforesaid. Such person is known to me or has produced his state issued driver's license as identification. GIVEN under my hand this My commission expires: %ol l4 aCb20 Registration Number: Q A- 37287244_1 MAM ofN )V*7)be.r" , 2018. [Affix Seal or Stamp] Public • 'J '201800013571.013 INSTRUMENT #201900013571 RE -CORDED ALBEMARLE CO CIRCUIT COURT CLERK'S OFFICE Dec 14, 2018 AT 10:52 am JON R. ZUG. CLERK 6y EMJ BOOK 05121 PAGE 0689 - 00701 - 8 - 202100003858.001 VIRGINIA LAND RECORD COVER SHEET Commonwealth of Virginia VA. CODE §§ 17.1-223,-227.1, -249 FORM A — COVER SHEET CONTENT Instrument Date:._? � 12 / 2 021 ........................................ Instrument Type: DE............................................................. Number of Parcels: ............. Number of Pages: ..... 13...... [ ] City [X] County ALBEMARLE ....................................................................... CIRCUIT COURT Tax Exempt? VIRGINIA/FEDERAL CODE SECTION [ ] Grantor: [ ] Grantee: Business/Name I X Grantor: ' rantor:.STAN LEY MARTIN HOMES, LLC .......................................................................................... 2...... X Grantor: FKA STANLEY MARTIN COMPANIES, _ ...LLC .................................................... 1...... X Grantee: COUNTY OF ....... ALSE.... MARLE ............................................................ ........ Grantee: ........... .............................................................................. Grantee Address COUNTY LBEARLE Name: .................... OF ........A...........M....................................................................................... 401 MCINTIRE ROAD Address: .........................................................................................................I........I...... City:.CHARLOTTESVILLE VA .............................................. State:............ Consideration:.$0.:.00........................ Existing Debt: So. oo................. PRIOR INSTRUMENT UNDER § 58.1-803(D): RECORDED IN ALBEMARLE COUNTY, VA JON R. ZUG FILED Mar 05, 2021 AT 12:14 pm BOOK 05492 START PAGE 0476 END PAGE 0491 INST # 202100003858 TOTAL NUM PAGES EMJ 5 (Area Above Reserved For Deed Stamp Only) Zip Code:.22902 ............................... Actual Value/Assumed:.$.....°.... Original Principal: ..$'..0 . 0............................. Fair Market Value Increase: .................. Original Book No.: ........................................ Original Page No.:........................................ Original Instrument No.:............................................ Prior Recording At: [ ]City [ ]County Percentage In This Jurisdiction:.,100� ................................................................................ Book Number: ............................ Page Number:......................... Instrument Number:.......................................... Parcel Identification Number/TaxMap Number: o4aoo-oo-0o-olaEo ................................................................................................. Short Property Description: BROOxHILL O .........BL.....cx...........BB........................................................................................................................................................ CurrentProperty Address: ................... ................................................................. .............................................................................................. City: ..-.... ........................................................................ State: ..... °......... Zip Code:.-.-........................................... Instrument Prepared By: ALBEMARLE _ COUNTY ATTORNEY Recording Paid By: ROPER _ CARAMANIS PLC ...................... Recording Retuned To: ROPER .CARAMANIS PLC Address: ..PETER J. CARAMANIS, 200-C GARRETT STREET ............................................................................................................................................................................................ City: CHARLOTTESVILLE................................................. State:...... VA..... Zip Code:..22902............................... 0 FORM CC-1570 (MASTER, PAGE ONE OF ONE )10119 Cover Sheet A 0 Copyright 2014 Office of the Executive Secretary, Supreme Court of Virginia. All rights reserved. 202100003858.002 This document was prepared by Albemarle County Attorney County of Albemarle 401 McIntire Road Charlottesville, Virginia 22902 Parcel ID Number: 04600-00-00-018E0 This deed is exempt from taxation under Virginia Code § 58.1-811(A)(3) and from Court Clerk's fees under Virginia Code § 17.1-266. DEED OF DEDICATION AND EASEMENT THIS DEED OF EASEMENT, dated this 121^ day of February, 2021, is by and between STANLEY MARTIN HOMES, LLC, a Delaware limited liability company (formerly known as Stanley Martin Companies, LLC, a Maryland limited liability company), Grantor, and the COUNTY OF ALBEMARLE, VIRGINIA, a political subdivision of the Commonwealth of Virginia, Grantee. WITNESS: WHEREAS, the Grantor is the owner of that certain real property located in Albemarle County, Virginia, more particularly described as follows: That certain real property shown and designated as "Variable Width SWM Facility Easement" (hereinafter, the "Easement") on the plat of Roudabush, Gale & Assoc., Inc., dated March 3, 2020, last revised September 23, 2020, entitled "Subdivision and Easement Plat Creating Open Space Parcel and Easements on TMP 46-18E and Sanitary Sewer Easement on TMP 46-18A for Brookhill Block 8B" (hereinafter, the "Plat"), a copy of which is attached hereto and recorded herewith. Reference is made to the Plat for a more particular description of the easement conveyed herein. WHEREAS, the Easement is described further as a portion of that certain lot or parcel of land situated in the Rivanna Magisterial District of the County of Albemarle, Virginia, designated as "TMP 46-18E" (hereinafter, the "Property") on a plat by Roudabush, Gale & Associates, Inc., dated February 26, 2020, last revised June 15, 2020, and recorded in the Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 5349, pages 402412, also being a portion of the same property conveyed to the Grantor herein by deed of Charles R. Haugh & Douglas B. Oglesby, as Co -Trustees of the Ernest J. Oglesby Trust U/A Dated October 21 1970, and the Testamentary Trust of Lucy Elizabeth Berger Oglesby, A/K/A Elizabeth B. Oglesby, recorded in said Clerk's Office in Deed Book 5366, page 534; and WHEREAS, the Grantor's predecessor -in -title and the Board of Supervisors of Albemarle County, Virginia entered into an agreement entitled "Agreement to Maintain Stormwater Management Facilities and Other Techniques" (hereinafter, the "Maintenance Agreement'), Version_05/23119 KiY&I�I�Z�I�xI:%%�il�x] recorded in the Clerk's Office in Deed Book 5110, page 279, in which the Owner agreed to construct and maintain on -site stormwater managementBMP facilities; and WHEREAS, the Maintenance Agreement provides in part that the Owner gives permission to the County, including its authorized agents and employees, to enter upon the Property and to inspect the stormwater management/BMP facilities whenever the County deems necessary; and WHEREAS, the Maintenance Agreement also provides in part that, if the Owner, its successors and/or assigns fails to maintain the stormwater managementBMP facilities in good condition acceptable to the County, the County may enter the Property and take whatever steps necessary to repair or otherwise maintain the facilities and to otherwise correct deficiencies. WHEREAS, it is the desire and intent of the Grantor to dedicate, grant and convey an Easement for public use in accordance with this Deed of Dedication and Easement. NOW, THEREFORE, in consideration of the premises and TEN DOLLARS ($10.00), cash in hand paid, and other good and valuable consideration, the receipt of which is hereby acknowledged, the Grantor does hereby GRANT, CONVEY, and DEDICATE to public use with GENERAL WARRANTY and ENGLISH COVENANTS OF TITLE unto the Grantee, its successors and assigns, the perpetual easement(s) as shown on the Plat. The Easement shall be subject to the following: 1. Right of ingress and egress. The Grantee and its authorized agents and employees shall have the right and easement of ingress and egress over the Property to perform all acts that the parties have agreed it may perform under the Maintenance Agreement. 2. Ownership of the facilities. The stormwater managementBMP facilities required to be constructed and maintained by the Grantor under the Maintenance Agreement shall be and remain the property of the Grantor. This Deed of Dedication and Easement shall not be construed to be an assumption of ownership or control by the Grantee over the stormwater management/ BMP facilities subject to the Maintenance Agreement. 3. No obligation on Grantee to inspect or maintain. This Deed of Dedication and Easement shall not be construed, as imposing an obligation on the Grantee to repair or otherwise maintain the stormwater managementBMP facilities subject to the Maintenance Agreement. 4. Grantee's right to assign. The Grantee may assign this Easement as its interests may require. Version: 05/23/19 5. Bindin effect. ffect. The Easement and the rights and obligations established herein run with the land in perpetuity, and are binding upon the Grantor, the Grantee, and their successors and assigns. All references herein to the "Grantor" and the "Grantee" include their respective successors and assigns. All references to the "Grantee," when exercising any right or obligation herein, include the Grantee's officers, employees and agents. 6. Termination of Easement. If the Grantor, or its successors or assigns, desires to alter or vacate a portion or all of the Easements, the Easements may be adjusted accordingly if the County Engineer has certified in writing that the proposed modifications meet the requirements of 9VAC25-870 et seq. and Chapter 17 of the Albemarle County Code, as the regulations may be amended in the future. In addition to meeting these requirements, the Grantor shall mitigate for any loss of nutrient credit reductions provided in the stormwater calculations for the Property described in the Maintenance Agreement as a result of such alteration or vacation. Upon termination of any portion of the Easement, any residue of the Easement shall remain subject to this Deed of Dedication and Easement. The termination of any portion of the Easement shall be recorded, at the sole expense of the Grantor, in the Circuit Court of Albemarle County upon approval of the Albemarle County Attorney. The Grantee, acting by and through its County Executive, duly authorized by resolution adopted by the Board of Supervisors of the County of Albemarle, Virginia, accepts the conveyance of this property pursuant to Virginia Code § 15.2-1803, as evidenced by the County Executive's signature hereto and the recordation of this Deed. Version: 05/23/19 202100003858.005 WITNESS the following signatures. GRANTOR: COMMONWEALTH OF IRGINIt CITY/COUNTY OF� Q{gtLL✓ STANLEY MARTIN HOMES, LLC BY: 1WVXjC— J0 //11� Lauren G. McCarthy Charlottesville Division President The foregoing instrument was acknowledged before me this ��day of 4ro61 2021 by Lauren G. McCarthy, Charlottesville Division President, on behalf of Stanley Homes, LLC, Grantor. My Commission Expires: Registration number: ?%-7 '37 (D O &42170� N to P blic (i =Gregory ODonnell UBLIC of Virginia 3760 s March 31, 2022 SIGNATURES CONTINUE ON THE FOLLOWING PAGE Version: 05/23/19 202100003858.006 GRANTEE: COUNTY LBEMARLE, VIRGINIA By: dzl— Yeffrey B. Richardson County Executive COMMONWEALTH OF VIRGINzlA,a'� CITY/69»Y OF Ci,*-AQWI:;&-s it LE 1� n`Cvz. S.F., r`(- (cc- \ The foregoing instrument was acknowledged before me this L day of 2o_2,L by Jeffrey B. Richardson, County Executive, on behalf of the County of Albemarle, Virginia, Grantee. 1ku-LL- Notdy Public My Commission Expires: 3 aoa3 Registration number: -j %53-1 tba C NOTARY PUBYL L. 1CC N REGISTRATION If7153762 COMMONWEALTH OF VIRGINIA MY COMMISSION EXPIRES Approved as to Form: RS F`20)- County ttorney Date Version: 05/23/19 4 s 4 f =s r �y ,fix r ig t -F T Ct •[ - a „. Y �aso ,n• t�4 y ` x k i � C va �Y IV } Ia 9641 ]y r µ a� d i , rr kk _ e �i � � � I , 1s� VICINITY MAP SCALE: 1" = 2000'f NOTES. 1. THIS PLAT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT BY SAFE HARBOR TITLE COMPANY, COMMITMENT NO. SHTC14-264, EFFECTIVE DATE MAY 27, 2014 AT 8:00 A.M. 2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK. 3. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY PERFORMED ON JANUARY 24, 2020, USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY, THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1. 4. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A" FOR A 100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO280D, EFFECTIVE DATE FEBRUARY 4, 2005, EXCEPT FOR AREA OF TMP 46-18A (PORTION OF PROPERTY NOT SHOWN HEREON). THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 5. SUBJECT PROPERTY IS ZONED NEIGHBORHOOD MODEL DISTRICT (NMD) AND IS SUBJECT TO THE CODE OF DEVELOPMENT OF ZMA201500007, THE PROFFERS OF ZMA201800011, AND SP201500025. 6. PER GIS INFORMATION AT THE TIME OF THIS PLAT AND CODE SECTION 18-30.6.2 (13)(1) AND 18-30.6.2 (D) THE FOLLOWING APPLY: • THE RESIDUE OF TMP 46-18E (NEW LOT A) LIES WITHIN THE AIA- AIRPORT IMPACT AREA AND EC -ENTRANCE CORRIDOR OVERLAY DISTRICTS AND CONTAINS AREAS OF MANAGED STEEP SLOPES. THE PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT OR A WATER SUPPLY WATER PROTECTION AREA. • THE NEW OPEN SPACE PARCEL LIES WITHIN THE AIA- AIRPORT IMPACT AREA AND EC -ENTRANCE CORRIDOR OVERLAY DISTRICTS AND CONTAINS AREAS OF MANAGED STEEP SLOPES AND PRESERVED STEEP SLOPES. THE PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT OR A WATER SUPPLY WATER PROTECTION AREA. • TMP 46-18A LIES WITHIN THE AIA- AIRPORT IMPACT AREA, FH-FLOOD HAZARD, AND EC -ENTRANCE CORRIDOR OVERLAY DISTRICTS AND CONTAINS AREAS OF MANAGED AND PRESERVED STEEP SLOPES. THE PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT OR A WATER SUPPLY WATER PROTECTION AREA. 7. PER GIS INFORMATION A PORTION OF THE PROPERTY FALLS WITHIN THE STATE DAM BREAK INUNDATTON ZONE AS SHOWN GRAPHICALLY HEREON. 8. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE EXCEPT THE OPEN SPACE PARCEL WHICH IS HEREBY ESTABLISHED AS OPEN SPACE AND DOES NOT CONTAIN A BUILDING SITE. 9. ALL LOTS AS SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER, 10. NO EVIDENCE OF GRAVES OR BURIAL SITES ON THE SUBJECT PROPERTY WERE OBSERVED AT THE TIME OF SURVEY. 11. ALL NEW AND MISSING PROPERTY CORNERS ARE TO BE MONUMENTED WITH IRON PINS UNLESS OTHERWISE NOTED UPON COUNTY APPROVAL AND RECORDA11ON OF THIS PLAT. 12. OWNERSHIP OF OPEN SPACES AND COMMON AREAS SHALL BE TRANSFERRED TO A HOMEOWNERS ASSOCIATION AT THE TIME OF THIS PLAT'S RECORDING. THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR BROOKHILL ARE RECORDED AT DB 5259 PG 669. 13. ACSA UTILITY EASEMENTS ARE TO BE CENTERED ON THE AS -BUILT LOCATIONS. 14. PUBLIC STORM EASEMENTS AND SWM FACILITY EASEMENTS AS SHOWN ON SHEETS V6, V7 & V8 ARE HEREBY DEDICATED FOR PUBLIC USE. 15. PRIVATE STORM AND DRAINAGE EASEMENTS AS SHOWN ON SHEETS V6, V7 & V8 SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. LOT REGULATIONS AND SETBACKS. PER CODE OF DEVELOPMENT AS SHOWN IN ZMA-2015-00007: FRONT: 8' MINIMUM, 25' MAXIMUM (MAXIMUM SETBACK DOES NOT APPLY TO CUL-DE-SAC LOTS) PORCHES: 5' MINIMUM, 25' MAXIMUM SIDE: 5' MINIMUM, NO MAXIMUM CORNER LOT: 5' MINIMUM, NO MAXIMUM REAR: 10' MINIMUM, NO MAXIMUM (5' MIN. SETBACK FOR CARRIAGE UNITS) GARAGE: PER FIGURE 12 ON SHEET 30 OF ZMA 2015-00007. AREA SUMMARY EXISTING TMP 46-18E 7.503 AC, R/W AREA VACATED (PARCELS 'Y' & 'Z') 0.043 AC. R/W DEDICATION- (PARCEL 'X') <0.145> AC. OPEN SPACE PARCEL <1.947> AC. RESIDUE TMP 46-18E (LOT A) 5.454 AC. SHEET INDEX V1 COVER SHEET V2 EXISTING CONDITIONS & SUBDIVISION PLAT V3 UTILITY EASEMENTS V4 UTILITY EASEMENTS V5 UTILITY EASEMENTS V6 STORM EASEMENTS V7 STORM EASEMENTS V8 STORM EASEMENTS BUFFER AREAS: POLO GROUNDS BUFFER: 0.305 AC. NOTE: BUFFER AREAS ABOVE ARE INCLUDED IN HISTORIC HOUSE BUFFER: 0.386 AC. TOTAL ACREAGE OF OPEN SPACE PARCEL. TOTAL BUFFER AREA: 0.691 AC. i T/ SHEET V6�/�// I/ %////- MANOR HOUSE LOT SHEET V6 ISHEET V7 r / LOT 'A' { V I SHEET V71/ SHEET / /, OPEN SPACE / PARCEL POLO GROUNDS ROAD �/ ' SHEET V8 EASEMENT PLAT SHEET INDEX SCALE: 1 "=200' STATEMENT OF TITLE TMP 46-18E THE LAND SHOWN WAS OBTAINED BY STANLEY MARTIN HOMES, LLC BY DEED DATED JULY 30, 2020 AND RECORDED AT DB 5366 PG 534, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. OWNER ADDRESS: 435 PARK ST CHARLOTTESVILLE, VA 22901 >a xx W 9 %' w �/ SHEETV3' SHEETV4/ TMP 46-18A w �wc/3 en STATEMENT OF TITLE TMP 46-1 THE LAND SHOWN WAS OBTAINED BY CHARLES R. HAUGH AND ELIZABETH ANN OGLESBY HAUGH, BY DEED DATED AUGUST 2, 1993 AND RECORDED AT D.B. 1333 PG. 450, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. PARCEL WAS FURTHER DIVIDED BY PLAT OF BOUNDARY LINE ADJUSTMENT RECORDED AT DB 5349 PG 402. OWNER ADDRESS: 2575 SEMINOLE TR. CHARLOTTESVILLE, VA 22902 Line Table Line Direction Length LI N 2733'41" E 28.08' L2 S 71'47'09" E 18.47' L3 N 1812'51" E 53.00' L4 N 71'47'09" W 18.47' L5 N 30'55'35" E 16.24' L6 S 59'04'25" E 18.14' L7 N 30'55'35" E 47.00' 1_8 N 59'04'25" W 18.14' STATEMENT OF CONSENT TO DIVISION-TMP 46DnESCRIBED THE PLATTING OR DEDICATION OF ACSA EASEMENTS ON THE FOLLOWING LAND, KNOWN AS TMP 46-18a PER COUNTY RECORDS, IS WITH THE FREE AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. COMMONWEALTH OF VIRGINIA - GFWf C-OUNTY OF: - TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS al!L DAY OF ff,&2 AQr__ 20_�_ZL. BY: H.j f-4&of Pr-,,J &iz$%2l 41d-..Cnt 4.,D C"R4$S R. 4A-K_r'+, -------------- �ripw,pUAuaJ /30 2$ SIGNATURE OF NOTARY PUBLIC REG. NO.: /,g / 47& MY COMMISSION EXPIRES: �_3� -ZOuf STATEMENT OF CONSENT TO DIVISION-TMP 46-18E THE PLATTING OR DEDICATION INCLUDING SUBDIVISION OF OF AN OPEN SPACE LOT AND DRAINAGE, SWM FACILITY AND UTILITY EASEMENTS ON THE FOLLOWING DESCRIBED LAND, KNOWN AS TMP 46-18E PER COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. COMMONWEALTH OF,yI INIA - et77COUNTY OF: e(�G TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS z =DAY OF "��^- 20�1. BY-A GNAIUR OF 0 ARY C - M REG. NO.: v ^ 228 MY COMMISSION EXPIRES:z� x�t ` } T ^'a L COUNTY APPROVAL THE BOARD OF SUPEPVISORS 1DATE Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing C1 186.17' 1131.90, 9'25'25" 93.29' 185.96' N 80'29'56" W C2 58.37' 1211.50' 245'39" 29.19' 58.37' N 04'39'27" E C3 177.33' 1211.50' 8'23'11" 88.82' 177.17' N 1013'52" E C4R 11.24' 49.00' 13'08'15" 5.64' 11.21' N 20'59'34" E C5L 9.66' 51.00' 10'50'59" 4.84' 9.64' N 22*08'12" E C6R 5.05' 1203.50' 0'14'26" 2.53' 5.05' N 16'49'56" E C7 240.52' 1203.50' 11'27'02" 120.66' 240.12' N 25*12'04" E C8 23.47' 484.50' 2'46'33" 11.74' 23.47' N 7457'13" W C9 155.40' 1006.50' 8'50'46" 77.85' 155.24' N 77*59'19" W C10 148.50' 976.50' 8'42'48" 74.39' 148.36' N 77'55'21" W C11 298.58' 1203.50' 14'12'53" 150.06' 297,81' S 23'49'09" W �dI N N O �6R , < 3 > 0,'go z �R, 0) 0w J rA 0.0.0 ¢pU) o p a z y pr FQ� 0z FS m m a- < <N w Lj Z 0 a o N a w 0 mDX 0u op O�/�] v BRRAN D JAMISON 9 No. 3334 09-23-2020 l4� S; p w 00 �L z r 0 fr a F- O > < J �Od� 2 W a.gz�Y_j 2 U) z0 O LL O Lu� Z J z W �z<2 o Ca0 O Cxn <J W U W� 65 Q a w =O N o U�O in O< - Ir CO W O co < C'3 z 0 z 2E < < z U < rrr 0 N I � a I gCC) z r` U) CC)m 00 LD a a Fii Z z < m O W 0 �0 z Cn ll o Cc y z o O N N O o w = Q r� N N i 00 { o Oz - x fj II L5- r I' U VARIABLE WIDTH PUBLIC STORM DRAIN EASEMENT DB 5121 PG 644 (HEREBY VACATED) *20' ACSA WATER EASEMENT DB 5121 PG 644 I *20' ACSA WATER EASEMENT DB 5121 PG 644 (HEREBY VACATED) SPC -N: 3925868.12 / E:11495794.91 f 2p.92 �cj I ,C 3y ^N �? 4.0 > I I MANOR HOUSE LOT ` TMP 46-18E1 CHARLES R. HAUGH & DOUGLAS B. OGLESBY DB 5295 PG 636 S14'04'49"E 46.88' VARIABLE WIDTH PUBLIC STORM DRAIN EASEMENTS DB 5121 PG 644 (SHADED PORTION HEREBY VACATED) TMP 46-18E 7.504 AC. zo VARIABLE WIDTH PUBLIC LA SWM FACILITY EASEMENT DB 5121 PG 644 TO BE VACATED UPON RELOCATION OF SWM FACILITY (SHADED) SPC o_ v//////// N:392487530 E:11495462.41 LAND RESERVED FOR FUTURE DEDICATION TO PUBLIC USE UPON DEMAND OF THE COUNTY (D.B. 5121 PG. 644) 1,000't TO US ROUTE 29 (SEMINOLE TRAIL) U *20' ACSA SANITARY SEWER EASEMENT DB 5121 PG 644 (SHADED PORTION HEREBY VACATED) VARIABLE WIDTH PUBLIC STORM DRAIN EASEMEN- DB 5121 PG 644---,,, POLO GROUNDS ROAD VARIABLE WIDTH PUBLIC R/W EXISTING CONDITIONS SPC N:3925223.58 E:11495990.44 TMP 46-18A HAUGH, CHARLES R & ELIZABETH ANN OGLESBY DB 5349 PG 402 o APPROXIMATE LIMITS OF STATE DAM BREAK INUNDATION ZONE PER GIS 30' PRIVATE LANDSCAPE �l BUFFER EASEMENT DB 5121 PG 644 S_ DB 5121 PG 689 (D.O.D) *20' ACSA SANITARY - - SEWER EASEMENT SPC DB 5121 PG 644 `- N:3924783.91 E:11495885.45 hAk s 203 .92(r) i` SS( 146.50' i /40 co / / S30'37'42°W i 5742' 3 ' ,!!g pUglR STJ�A;A� 73.59' i ro ,o �' �z�4 p h'/IN / % N Iry ; S55'10'33"W i / 47.79,/ PARCEL 'Z' fPORTION N OF RIGHT` / 20' HISTORIC I OF WAY /-3 HOUSE BUFFER l HEREBY (ts� ^� 0.386 AC. I VACATED l 0.019 AC i f i MANOR HOUSE LOT I lI ll ` TMP 46-18E1 I ^ CHARLES R. HAUGH & ror DOUGLAS B. OGLESBY I I I to y DB 5295 PG 636 i I % PARCEL 'Y' I I I S14'04'49"E I PORTION I ' N - I 46.88 OF RIGHT I I n j OF WAY (LI)iS06'07'24"E / S61 -3'' ACATED w 32.02' `\ g3 47 8 f I 0.024 AC a u v r coo i it �Ga N 11 L4 1 LOT 'A' RESIDUE OF TMP 46-18E 5,454 AC. 1� uiu -------------- LAND RESERVED FOR FUTURE DEDICATION TO PUBLIC USE UPON DEMAND OF THE COUNTY (D.B. 5121 PG. 644) BOUNDARY LINE HEREBY VACATED (TYP.) LEGEND IRON PIN FOUND O IRON PIN SET R/W RIGHT OF WAY SPC STATE PLANE COORDINATES 't 1 27. '---- -129,6T--. Km� 6836'27'W OPEN SPACE PARCEL 1.947 AC.' POLO GROUNDS ROAD BUFFER 0.305 AC. POLO GROUNDS ROAD VARIABLE WIDTH PUBLIC R/W PARCEL T HEREBY DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC USE 0.145 AC. SUBDIVISION PLAT S23'51'52"E 81.80' N76'20'29"W 32.96' D6 J l toql p" l SEE SHEET VI FOR CURVE AND LINE TABLE DATA 100' SCALE: 1"=1 0' 100' TMP 46-18A HAUGH, CHARLES R & ELIZABETH ANN OGLESBY DB 5349 PG 402 APPROXIMATE LIMITS OF STATE DAM BREAK INUNDATION ZONE PER GIS 30' PRIVATE LANDSCAPE BUFFER EASEMENT DB 5121 PG 644 DB 5121 PG 689 (D.O.D) `z dN c CIO ti c d a cn o C, y � x z t� 200' 300' N Q N U O Y O ¢ma 3 w FFFGiii ., O co Q Z > Z .7 w QI Wo w o IY W U w o U O� = U U o � g ° a� Z o> o y w0 4 LL Z rn m Q � N ay 5 O Q 6j w w N z U J m vi 2 a �o o w J 0 W� a $iNU oLTTH A0; G�� ') BRIAN D JAMISON No. 3334 09-23-2020 SURl� W 00 � jr IL03 � O z Q MM W F- U CD azLLI �� >cn00 fu � w z W m Q 2 uj < j O Q ILLLI LU A. Y ma�-O cnz='(r cn Q 0 5) F= Q cc U w QW N 3g> z cg ui / UU 0 ( ZD OPEN SPACE O w w PARCEL ° ti a l0 co �Q 20' ACSA =h�o� / / ' Q c7 4 4 UTILITY Z jr EASEMENT ;' / / co > o W i / V1 W 0 'V 4j� ' i / LL Z m m ppqq ¢ aW a y l I 1 i.� Q N z o O N a 1 Q w / N a o00 m / 20' HISTORIC HOUSE BUFFER 0.386 AC. ° jl�p,} TH 0 G 20' ACSA SANITARY o 7'' EASEMENT j O� DB 5121 PG 644 LOT 'A' / I p� `1'""0' " r RESIDUE OF ! I UBRIAN . JAMISON a TMP 46-18E j No. 3334 ! / zo.00' 09-23-2020 l 1 �9�'D Si, I ! / I w Z / � C7 cc a O 1 31 LL .o F-Qry� J 1 / ^ z W Q _ 1 j W W z 0 Cn C,O0 I� APPROXIMATE 1 1 j1 W W Z -� z W LOCATION OF MANOR HOUSE LOT O W CO PROPOSED TMP 46-18E1 5ip�j i z W O BUILDING (TYP.) 1 1 / CHARLES R. HAUGH & �B "i99 p z J J ~ w 1 , l DOUGLAS B. OGLESBY W a _I I DB 5295 PG 636 z cc Ir U W U n Iir O Q W= a rL N NEW VARIABLE YIN I �N M j U w O 0 E_ WIDTH ACSA I/ ACSA UTILITY EASEMENT NOTE: 0 Q O Q UTILITYEASEMENT ( I j1 ACSA UTILITY EASEMENTS ARE ¢ w CENTERED ON AS -BUILT LOCATION � z H I- i OF ALL PIPES AND STRUCTURES. a zz I7] C0 0 to Q 9 Z_ z < I co c1 ~ ¢ z c d U S06°07'24"E I � � z � ?? I I 3.2.02 30, 0' 30' 60' 90' I S615038 f I x I I 1 I IW 83.47' SCALE: 1"=30' I z �N50'36'19"E _ �19.78' (TIE) - - _ OPEN SPACE S6526'4r 22 I TMP 46-18A E 1 75' I HAUGH, CHARLES R & S5806O9 f - PARCEL ELIZABETH DB 5349NNG0��SBY180. -_-__ 81.80 i _ _ 1 fClg S68'54'17"E - I 1 T y 173.63' PUP?/ � 3'� a U I NATCHLIM V3 1 U94 I EC???/ 11r<A1+cHI'�u/J B V3 iva 773 ; I V4 , Line Table Line Direction Length U2 N 51'18'S9" W 2.47' U3 N 10'39'10" E 61.87' U4 N 69'51'12" W 27.20' U5 S 22'33'56" W 38.45' U6 N 6726'04" W 20.00' U7 N 2233'S6" E 43.27' US N 53'08'42" W 34.29' U9 S 18'27'30" W 42.27' U11 S 29'19'O6" W 29.75' U12 S 15'40'54" E 15.56' U13 S 29'19'O6" W 33.89' U14 S 59'01'58" E 6.62' U15 S 30'S8'02" W 20.00' U16 N 59'01'58" W 26.06' U17 N 29'19'O6" E 45.04' U18 N 15'40'54" W 14.77' U79 N 60'40'S4" W 8.25' U20 N 29'19'O6" E 20.00' U21 S 6D'40'54" E 7.69' U24 N 72S9'40" W 8.80' U25 N 15'S7'22" W 10.48' U26 N 17'00'20" E 11.21' U27 S 72'59'40" E 14.62' U28 N 20'S1'OB" E 9.09' U31 N 67'45'03" W 40.47' U32 N 22'14'57" E 30.99' U33 S 6T45'03" E 18.8T U34 N 22'22'25" E 37.1T U35 N 67'22'25" E 35.94' U36 S 22'3T35" E 20.00' U37 S 67'22'25" W 27.65' U39 N 15'29'03" E 13.27' U40 S 74'30'57" E 20.00' U45 N 73'50'42" W 11.12' Line Table Line Direction Length U46 N 23'55'47" W 83.06' U47 N 67'20'11" W 59.62' U48 N 70'19'28" W 95.98' U49 S 20'47'S5" W 123.50' U50 S 76'43'08" W 44.61' U51 N 69'16'13" W 47.16' U52 N 20'43'47" E 156.48' U53 N 00'23'22" W 130.53' U54 N 57'21'S6" W 119.47' U55 N 55'07'18" W 139.16' U56 N 50'53'05" W 143.68' U57 N 5335'17" W 297.74' U58 S 71'02'50" E 33.33' U59 S 53'35'17" E 266.20' U60 S 50'36'51" E 143.38' U61 S 61'34'32" E 135.70' U62 S 55'20'07" E 133.59' U63 S 00'23'22" E 145.12' U64 S 20'43'47" W 140.21' U65 S 69'16'13" E 21.04' U66 N 76'43'OS" E 27.88' U67 N 20'47'55" E 132.50' U68 S 70'19'28" E 116.12' U69 S 67'it'54" E 56.94' U70 N 41'37'20" E 138.65' U71 S 48'22'40" E 20.00' U72 S 41'37'20" W 139.21' U73 S 23'55'47" E 4.33' U74 S 88'00'51" E 45.73' U75 S 02'32'21" W 64.23' U76 S 73'50'42" E 82.84' U77 S 59'54'11" E 11.24' U78 N 03'04'37" E 16.33' U79 S 86'43'22" E 45.09' ._..--.---..Line Table -- Line Direction Length U80 S 03'16'38" W 20.05' U81 N 86'43'22" W 25.11' U82 S 05'12'S7" W 6.24' U83 S 59'54'11" E 15.59' U84 S 10'55'43" W 164.07' U65 S 58'S3'11" E 49.56' U86 N 28'20'D1" E 21.51' U87 S 62'06'59" E 20.15' U88 S 28'39'42" W 22.64' U90 N 56'35'41" W 13.98' U91 N 26'32'17" E 23.83' U92 N 63'27'43" W 20.00' U93 S 26'32'17" W 21.37' U94 N 5890'49" W 47.93' U95 N 11'19'41" E 35.65' U96 N 85'S9'27" E 18.17' U97 N 04'00'31" W 13.27' U98 S 73'50'42" E 55.20' U99 S 59'54'11" E 17.77' U100 S 10'44'48" W 73.16' U101 S 13'20'56" W 65.89' U102 S 21'41'21" W 12.58' 0 N 0 N I � I I o � d' � II n � r ro a r o w Z z w U m � _ �Oo U C ¢ N Z O o W O O `p �' M W N I I � I r o z� F J v V3 V4 I Easement Curve Table Curve Length Radius Delta Chord Chord Bearing EC2 34.44' 505.00' 3'54'28" 34.44' S 21*58'19" W EC4 111.52' 1185.00' 523'32" 111.48' N 2637'20" E EC8 23.90' 195.00' 7*01'18" 23.88' N 7115'420 W EC13 16.88' 140.00' 654'36" 16.87` N 2219'11" E EC15 9.98, 185.00' 3'05'29" 9.98, N 5943'33" W EC16 21.41' 160.00' 7'40'05" 21.40' N 22'41'55" E EC17 28.28' 215.00' 732'12" 28.26' N 15'05'47" E EC18 26.53' 165.00' 1 912'45" 26.50' N 06'43'18" E APPROXIMATE LOCATION OF PROPOSED BUILDING (TYP. C O fi11 ♦1111 fi 1�1 �rn ► ••\• 49.87' N73°33'57"W VARIABLE WIDTH PUBLIC -- STORM DRAIN EASEMENT / DB 5121 PG 644 N N73'3. y d o POLO GROUNDS ROAD co VARIABLE WIDTH PUBLIC R/W w 0 `z, Cm7 30' POLO GROUNDS ROAD BUFFER 0.305 AC. S68°54'17"E 63 1 \ MAIICFIIPI6 N76'25'52"E� j 11 14.19' (TIE) ■ : to ■ 1 ■ to ■ of OPEN SPACE f PARCEL f 1.947 AC. to _ I it ■ f f o �jlz Q Ar it h 1 �Qa�ti f1 87 OF 1�1 30' PRIVATE LANDSCAPE BUFFER EASEMENT STORM DRAIN TH PUBLIC DB 5121 PG 644 STORM DRAIN EASEMENT DB �121 PG 644 DB 5121 PO 689 (DOD) _♦1 7"W 233.82'1■I■■I■■I■■I■■I■ CS 30' 0' 30' 60' 90' 76'2( SCALE: 1"=30' or3 p 32.96' 52"E LIA F LAND RESERVED FOR FUTURE DEDICATION TO PUBLIC USE UPON DEMAND OF THE COUNTY W (D.B. 5121 PG. 644) U A N d S�{ 21 LL �_ o Z_ Q�� F ORJ ¢ W d r rn � W20 G = Ir _Z m UU UQ ¢0 z F5 Ent 1w LLL Z o I z !1 Q Q q Q w w ui Z N d 0 o o a Q w U OU oO N V y D M Mw0 �pLTH OP P U BRIAN D JAMISON a No. 3334 09-23-2020 l9� s J (3\ °D Z r cr 0= IL O > LL Q J Ir m 2 � U) 00 W gZ _j w wU)00 E- C— CO z J z LL l z: m O W ❑Q nQ_I Q C-) U y O Q w = F a �: L m`tU)O a�0 cr w z O m Q C'3 ❑ z z Q Q z 2 z Cc j U irco 00 0 N O I I �I m o w W ~ z U p -A !A ") lL C/tr 3Uo V O Q: �7_ LL o Vz W O 0 N � N O f7 = ~ oI' I r w w � Z � uJ vs V4 Fjj LF/ LAND RESERVED FOR FUTURE DEDICATION TO PUBLIC USE UPON DEMAND OF THE COLIN W (D.B. 5121 PG. 644) 13 POi VARG \ TMP 46-18A HAUGH, CHARLES R & ELIZABETH ANN OGLESBY DB 5349 PG 402 ACSA UTILITY EASEMENT NOTE: ACSA UTILITY EASEMENTS ARE CENTERED ON AS -BUILT LOCATION OF ALL PIPES AND STRUCTURES. VARIABLE WIDTH A PCA IITII ITV co Co lc�' l �pd� I \ \ C4� -30' PRIVATE LANDSCAPE BUFFER EASEMENT DB 5121 PG 644 VARIABLE WIDTH' -ACSA UTILITY EASEMENT \ \.vim *20' ACSA SANITARY SEWER EASEMENT DB 5121 PG 644 LAND RESERVED FOR FUTURE DEDICATION TO PUBLIC USE UPON DEMAND OF THE COUNTY U58- (D.B. 5121 PG. 644) - --- <,N69'15'Ot"E 30' 0' 30' 60' 90' SCALE: 1 "=30' a .7 a] O� z �� F 01 J ¢ w 0 0w w G 2 aU ° p U1 = o U � o Q ¢ J Z ofz� 0 N N LL Z o 0 or Q Q Q N > w co U o O a 0 y a cl 0 w U O �y L'H 0-p^1' �S� U BRIAN D JAMISON a No. 3334 09-23-2020 ��ND p4 W g T- z 1 0 It x_ EL O > F- Q J �o CO w gZ2i zwzU o CO Qw�F-O Z W- uiz�m O rn ❑ _ j (1) . w Q C.) J U y zxir E� 55 a N H UtnO -� ❑ Q �- O Ir Q U)z�W N O vQi m aS V ❑ L zZ Q t- Q z z Ir U >co 00 cm D E 0 N O I I n I I b �- ro m 4 O LIJ Z Z Q m � J 0z� co co U- � / S23'26'03„W I \ 0444J 21.86' (TIE) I \\ 5eA U�W'R ST \\\ S5gD4,-00 z74 P, 3 g� 20,3 146.50, \ p3'45 W \ - 54.61' �T1E 5� 42 \ S30°37'4' \\ 73.59 /� , \\ 10' PRIVATE STORM j 3 / \ EASEMENT (CALLS TO BASELINE / � =co co N \� j N \ S55°10'33"W ` / N \ 47.79' � z \\ 5' PRIVATE SjCRM / EASEMENT / (CALLS T,0 BASELINE) OPEN SPACE PARCEL l Sz4 o 47 00' 20' PRIVATE STORM j EASEMENT (CALLS TO 1 BASELINE) 1 , j 20' HISTORIC I i HOUSE BUFFER 0.386 AC. I / 20' ACSA SANITARY 16.24' EASEMENT DB 5121 PG 644 �' LOT 'A' RESIDUE OF VARIES TMP 46-18E 1 20.00• / M I 10' AND VARIABLE WIDTH / '$ PRIVATE STORM D 3 I EASEMENT (CALLS TO BASELINE) I� 0 0' PRIVATE STORM N EASEMENT j1 3 /(CALLS TO BASELINE) , I a ( 5' PRIVATE STORM I P4 I EASEMENT Q7 (CALLS TO BASELINE) I d N O c� / w - o � Ci / o p i MANOR HOUSE LOT x TMP 46-18E1 I N / O � CHARLES R. HAUGH & I DOUGLAS B. OGLESBY t� o / DB 5295 PG 636 v � yl: i S14°04'49"E I �� 46.88' MAI�CHIIl�ffi V6 1 MATPCHLBE V6 V7 /�/�/INlijDB P I � aim 3w> w Z O U ~u Frn 0r Z: x w LLJ w 6 s pug o o UQ ¢ Z0 CC �> w C7 N Q LL Z m a¢ ¢ o `� ¢ � ORo o z a U O N 0 �F¢ m a rnt=nU ,TH OF A v BRIAN D JAMISON a No. 3334 09-23-2020 l9� SURV� w 00 z T Wt cc �\ IL / cn 2 o w z �— Q J Z7 a w �- 0 cot w a Z:2 m W z2z u qu c�zJ z w z 2 m 0 ❑<QQ—I0 QUWJ U cn Z OC W = ¢ Ad O 0 W >w W0 Oir z M U P4 O � LML Q LIJ C) 2 1- Q Z Z U � D: 0 N O I � O � o r CC)00 o¢ ui cn Z z U p Lij ==! Z 0o y LL r U O o o¢�z w= N O o 4 cn x N O I Q I r w Z ^ rn I I MA70RM V6 f /// 1/ 1 VI�1 I �46.88' V v�- U I„I.11 i. l i;l ,li�ld 8 20' PRIVATE STORM EASEMENT (CALLS TO BASELINE) II I (I r I j MANOR HOUSE LOT f TMP 46-18E1 I CHARLES R. HAUGH & I !lM DOUGLAS B. OGLESBY �1h \ DB 5295 PC 636 /a. \ 10, S67B,E I \ EAS PRIVATE ST'O 83.47' \ �%ACLSf 0 RM I ' - BASELINE) OPEN SPACE S6526'41 "E f PARCEL 221.75' 5' PRIVATE DRAINAGE EASEMENT N 9 S68'S4'17" (CALLS TO BASELINE)• D 0 LOT 'A' RESIDUE OF TMP 46-18E 5.454 AC. 20' PRIVATE STORM EASEMENT (CALLS TO BASELINE) 20' PUBLIC STORM EASEMENT (CALLS TO BASELINE) 10' PRIVATE DRAINAGE EASEMENT (CALLS TO BASELINE) 'O• �C9gsF'I/��G9 <<S FATS l0�gs T�P2j 10' VARIABLE WIDTH PRIVATE STORM EASEMENT (CALLS TO BASELINE) — 20' AND VARIABLE WIDTH PUBLIC STORM EASEMENT (CALLS TO BASELINE) 129.67' VARIABLE WIDTH SWM FACILITY EASEMENT PARCEL 1.947 AG S21 27.73' 23.11' (TIE) TMP 46-18A HAUGH, CHARLES R & ELIZABETH ANN OGLESBY DB 5349 PG 402 S23'51'52"E 81.80, I )- Olt IAL MATICHLDM V7 V8 /7 APPROXIMATE LIMITSj � STATE DAM BREA INUNDATION ZONE PE °gym 3w¢ �z w o�'o _ _03 0 ¢ w T � 0w � � _ O� _ �3 U Z) JZ Zo ryww aa M 0 Z rn Q7 ¢ w w ui z O a 0 o Q Nu a z F ci 0 - m:U T'nH nOp G v BRIAN D JAMISON a No. 3334 09-23-2020 S17RVp4 W 0 Z r 0 m 'T >L Co 2 O W y F- Q J F Z < F-c� w CO �Z5Y m W WWzULL o Z Q O O t- �wZ—J Z � u�z2m o Z J�J QUul� U Z<cr w= $3 CDa Yew m IO i W Z Z crIL A 0 U) ¢ Z Z < E- H Q Z Z OC j U Ir N O I I r c T LO LO o w Z. z U p � �o� o Nw� � O c� = o 0 � I 00 w o z� I Easement Line Table Line Direction Length D1 S 57*23'11" E 7.85' D2 N 31'04'28" E 215.28' D3 N 28'41'23" E 123.83' D4 N 61*14'24" W 63.03' D5 N 21'30'53" W 52.13' D6 N 2549'06" W 58.51' D7 N 59'30'43" E 39.80' D8 N 51'24'51" E 43.62' D9 S 30'27'55" W 135.85' D10 S 39'23'02" W 51.42' D11 S 26'46'10" W 81.78' D12 S 21'06'45" W 127.78' D13 S 30'04'49" E 16.76' D14 S 61"18'00" E 96.04' D15 S 13'23'26" E 23.96' Easement Line Table Line Direction Length D16 S 38'00'37" E 91.08' D17 S 14'19'49" W 103.57' D18 S 76'03'34" E 47.73' D19 S 32'36'54" E 134.65' D20 S 43'29'10" E 66.01' D21 S 64'19'11" E 65.92' D22 N 32'09'30" E 29.54' D23 N 06'44'16" W 7.18' D24 N 22'22'25" E 85.10' D25 N 23'54'39" W 30.22' D26 N 15'47'34" W 89.31' D27 S 53'01'35" W 7.30' D28 S 22'26'47" W 110.77' D29 N 30'55'36" E 121.85' D30 N 29'40'58" E 30.23' Easement Line Table Line Direction Length D31 N 29'56'17" E 10.02' D32 N 31'46'37" E 28.99' D33 N 2833'00" E 15.16' D34 N 2847'24" E 42.97' D35 N 30*16'52" E 27.88' D36 N 26'41'48" E 73.25' D37 N 21'13'33" E 38.20' D38 N 58*10*49" W 144.43' D39 N 7017'46" W 15.23' D40 N 70*11'50" W 108.60' D41 N 46'36'20" W 35.86' D42 N 39'15'37" E 96.05' D43 N 84'50'39" W 30.25' D44 S 52*16'13" W 40.58' D45 S 87'13'02" E 32.90' V /l1� LOT 'A' RESIDUE OF TMP 46-IBE 5.454 AC. N m� x �tz 20' PRIVATE STORM EASEMENT (CALLS TO BASELINI W71CHUNE Vl 1 O J J L J LA ap CP J J P LOT 'A' RESIDUE OFr/,, ro 1 n • - - 30.09' M 49.87' VARIAI � l v, TH PUBLIC--- -� EASEMENT DB 512':-:O��544-� 41.82' i. Easement Line Table Line Direction Length D46 N 02'30'42" E 208.97' D47 N 75*18'35" W 51.46' D48 S 82'37'39" W 42.62' D49 S 52'44'25" W 34.49' D50 S 30'46'09" W 42.57' D51 S 60'43'22" W 107.84' D52 S 43'43'08" E 58.42' D53 N 30'11'33" E 42.16' D54 N 35*13'44" E 79.38' D55 N 60'25'29" E 97.59' D56 S 68'26'41" E 158.41' D57 S 49'10'20" W 36.62' 10' Easement Curve Table Curve Length Radius Delta Chord Chord Bearing EC19 24.45' 57.02' 2434'11" 24.26' N 08'00'01" E EC20 20.69' 22.00' 53'53'44" 19.94' N 3193'57" W EC21 63.13' 300.07' 12'03'13" 63.01' N 64'16'10" W 9 s��IFJ VARIABLE WIDTH PRIVATE STORM EASEMENT \ (CALLS TO BASELINE) 20' AND VARIABLE WIDTH PUBLIC STORM EASEMENT (CALLS TO BASELINE) 129.67' (ARIABLE WIDTH SWM FACILITY EASEMENT I) 0 �5 00 �1 o N Z �t> W 0Ln _ �� F m ¢ w o w r„ a 0 m O a pm = o 0 o Q 0= ZCIE x �> ��r......n�� 0- rn rn A� aj a F� N W W w Z ¢ O N Oz o o a a _W CJ OU o J N n (M C L N4 w co Z r 0 it v 0 > M 2 o w z H Q J z om a w H C W jLZ m w w w z U 0 �Lo0Q Qw� MMz� LLl z � ••■ O �' � a (Q1) QUu7J U Z0CIr w II- - O a L W m Q > Q < z CO z F<� w Q Ovaim F Q Z Z U ¢CD aCM : 0 0 N � a� 0 �� Z z w U � m o � U- y U o 202100003858.015 INSTRUMENT # 202100003858 RECORDED ALBEMARLE CO CIRCUIT COURT CLERK'S OFFICE Mar 05, 2021 AT 12:14 pm JON R. ZUG, CLERK by EMJ BOOK 05492 PAGE 0476 - 00491 202100006477.001 VIRGINIA LAND RECORD COVER SHEET Commonwealth of Virginia VA. CODE §§ 17.1-223,-227.1, .249 FORM A — COVER SHEET CONTENT Instrument Date: ... 3/25/2021 Instrument Type:.PE.-PL .................................................... Number of Parcels: ....... 1 ....... Number of Pages: ....... 7 ....... [ ] City [X] County.ALBEMARLE......................... I.................... CIRCUITCOURT Tax Exempt? VIRGINIA/FEDERAL CODE SECTION [ ] Grantor: ............................ [ ] Grantee: ....................................................................................................... Business/Name X Grantor: CROCKETT CORPORATION 1 ................................................................................................ HAUGH, CHARLES & ELIZABETH ?...... Grantor: ................................................................................................ ........ 1...... X Grantee: ALBEMARLE COUNTY SERVICE AUTHORITY ................................................................. ................. Grantee:............................................................................................... Grantee Address Name: . ALBEMARLE COUNTY SERVICE AUTHORITY .............................................................................................................................. OTNAP D, Address: .. 1 .. 68 ........SP.....................R........................................................................................ City: CHARLOTTESVILLE A State: .... ,.v. Consideration: $1.:_00.... -- ................ Existing Debt: So :o .................. PRIOR INSTRUMENT UNDER § 58.1-803(D): RECORDED IN ALBEMARLE COUNTY, VA JON R. ZUG FILED Apr 13, 2021 AT 12:40 pm BOOK 05518 START PAGE 0747 END PAGE 0755 INST # 202100006477 TOTAL NUM PAGES 9 EMJ (Area Above Reserved For Deed Stamp Onty) Zip Code:.22911................................ Actual Value/Assumed: So; o0 Original Principal:_$R..Po........................... Fair Market Value Increase: .$0.:_.00........................ I.... Original Book No.: ........................................ Original Page No.:........................................ Original Instrument No.:............................................ Prior Recording At: [ ] City [ ] County ................... Percentage In This Jurisdiction:._loot Book Number: ............................ Page Number:......................... Instrument Number:.......................................... Parcel Identification Number/Tax Map Number: .04600 _ oo-oo-oleao ................................................................................................. Short Property Description: BROOKHILL TMP 46 18A 19A2 GREENWAY ......................................................................................................................................................................................................... SEE INSTRUMENT Current Property Address: . BROOKHILL SUBDIVISION .......................................................... City:.CHARLOPTESVILLE.................................... State:..... VP...... Zip Code:22902................................... Instrument Prepared By: WILLIAMS MULLEN Recording Paid By: KARY KATHE.RINE...MCGETRICK, ESQ. .... .... ...... .... . ......... Recording Retuned To: MARY .KATHERINE MCGETRICK, ESQ. ............................................................................................................................................................................................ Address: . 471,LLIAMS. MULLEN, 321 EAST MAIN ST, SUITE 400 ....................................................................................--.....---...-................................................................................................................. City: CHARLOTTESVIL.LE................................................. State: ....... VR..... Zip Code:..22902. ...................... ......... FORM CC-1570(MASTER, PAGE ONE OF ONE )lat19 Cover SheetA O Copyright 2014 Office of the Executive Secretary, Supteme Count of Virginia. All rights reserved. 202100006477.002 Prepared by and return to: Mary Katherine McGetrick, Esq. Williams Mullen 200 S. 10 Street, Suite 1600 Richmond, Virginia 23219 Tax Map Parcel: 04600-00-00-018A0 DEED OF EASEMENT This DEED OF EASEMENT, made this ,Z5a" day of flWCt( , 2021 by and between CROCKETT CORPORATION, a Virginia corporation ("Crockett"), CHARLES R. HAUGH and ELIZABETH ANN OGLESBY HAUGH, husband and wife ("Oglesby") (collectively, "Grantor"), and the ALBEMARLE COUNTY SERVICE AUTHORITY, a political subdivision of the Commonwealth of Virginia (the "ACSA"), ("Grantee"), whose address is 168 Spotnap Road, Charlottesville, Virginia 22911. WITNESSETH: That for and in consideration of the sum of ONE DOLLAR ($1.00) and other good and valuable consideration, receipt of all of which is hereby acknowledged, the Grantor does hereby GRANT and CONVEY with GENERAL WARRANTY and ENGLISH COVENANTS of TITLE unto the Albemarle County Service Authority a perpetual right of way and easement to construct, install, maintain, repair, replace and extend a sanitary sewer line consisting of pipes and appurtenances thereto, over, under and across the real property of the Grantor located in Albemarle County, Virginia, the location of the easement granted and the boundaries of the property being more particularly described on the following plat: A new variable width sanitary sewer line easement shown and described on plat of the Albemarle County Service Authority, entitled "ACSA Sanitary Sewer & Water Easement Plat Brookhill Subdivision Tax Map 46 Parcel 18A & 19A2 Open Space Greenway Parcel Rivanna Magisterial District, County of Albemarle, Virginia" dated March 11, 2021, prepared by Roudabush, Gale & Associates, Inc., (the "Plat"), as it crosses property of the Grantor described on the Plat as "NEW VARIABLE WIDTH ACSA SANITARY SEWER EASEMENT" and being a portion of the property acquired by Oglesby in Deed Book 5349, Page 402 and by Crockett in Deed Book 5346, Page 256; PROVIDED HOWEVER, that it is expressly understood 202100006477.003 and agreed that the Grantee shall not be deemed to have accepted the conveyance set forth hereinabove until such time as the same shall have been evidenced by the affirmative acceptance thereof in accordance with the usual and customary practices of the Grantee. Reference is made to the Plat, a copy of which is attached hereto as Exhibit A, for the exact location and dimension of the permanent easement hereby granted and the property over which the same crosses. The new easement granted herein replaces the portion of existing ACSA sanitary sewer easement as shown on the Plat and identified as "20' ACSA SANITARY SEWER EASEMENT DB 5121 PG 644 (PORTION HEREBY VACATED)''. As part of the easement the ACSA shall have the right to enter upon the above described property within the easement for the purpose of installing, constructing, maintaining, repairing, replacing and extending a water line and appurtenances thereto, within such easement and the right of ingress and egress thereto as reasonably necessary to construct, install, maintain, repair, replace and extend such sanitary sewer line. If the ACSA decides in its sole discretion that it is unable reasonably to exercise the right of ingress and egress over the right-of-way, the ACSA shall have the right of ingress and egress over the property of Grantor. Whenever it is necessary to excavate earth within such easement, the ACSA agrees to backfill such excavation in a proper and workmanlike manner so as to restore surface conditions to the same condition as prior to excavation, including restoration of such paved surfaces as may be damaged or disturbed as part of such excavation. Grantor, its respective successors or assigns, agree that no trees, shrubs, fences, buildings, overhangs or other improvements or obstructions shall be placed within the easement conveyed herein. The easement provided for herein shall include the right of the ACSA, to cut any trees, brush and shrubbery, remove obstructions and take other similar action reasonably necessary to 202100006477.004 provide economical and safe sanitary sewer line installation, operation and maintenance. The ACSA shall have no responsibility to the Grantor, their successors or assigns, to replace or reimburse the cost of said trees, brush, shrubbery and obstructions that are removed or otherwise damaged. The facilities constructed by ACSA within the permanent easement shall be the property of the ACSA which shall have the right to inspect, rebuild, remove, repair, improve and make such changes, alterations and connections to or extensions of its facilities within the boundaries of the permanent easement as are consistent with the purposes expressed herein. [SIGNATURE PAGE TO FOLLOW] `0YAI11111111iE,f/A1111+7 WITNESS the following signature and seal: CROCKETT CORPORATION, a Virginia corporation By: Ann O. Haugh. Presi ent COMMONWEALTH OF VIRGINIA C--PW/COUNTY OF X2uE_ to -wit: The foregoing instrument was acknowledged before me this Z50' day of 06 &Li 2O21, by Ann O. Haugh as President of Crockett Corporation, a Virginia corporation, on behalf of the company. Such person is known to me or has produced his/her state issued driver's license as identification. My Commission Expires: 48'31-Z02'i Registration Number: ozy(a I Notary Public w=.Yq. O = 0 KIYA 18181118i:E, Y&A818z*1 HAUGH: (SEAL) CHARLES R. HAUGH (SEAL) ELI ABETH ANN O LE BY HAUGH COMMONWEALTH OF VIRGINIA EIT-Y/COUNTY OF %t'7Aey9c*_ , to -wit: The foregoing instrument was acknowledged before me this o25'JOL day of j(i' 4actl , 2021, by Charles R. Haugh. Such person is known to me or has produced his/her state issued driver's license as identification. My commission expires: $-31-Zozj Notary Registration #: /D19loi Notary Public COMMONWEALTH QF VIRGINIA -e> /COUNTY OF MAE'"^-E- to -wit: The foregoing instrument was acknowledged before 06A(24Ctt , 2021, by Elizabeth Ann Oglesby Haugh. has produced his/her state issued driver's license as identification. My commission expires: $-31- zozy Notary Registration #: Z09&f Notary Public me this (SEAL) Gi 26& day. of Such person is known to me or (SEAL) J GN b/rynJ.. P. d O�� 202100006477.007 EXHIBIT A ACSA PLAT 44809321_1 �i SANITARY EASEMENTS Line Direction Length SE1 S 71'29'35" E 181.32' SE2 S 87'41'57" E 399.24' SE3 N 81'32'05" E 132.41' SE4 N 82-32-39" E 121.18' SE5 S 72'13'27" W 5.87' SE6 S 82'01'32" W 304.59' SE7 N 87'34'26" W 345.77' SE8 N 71'02'50" W 153.15' SE9 N 53*35*17" W 30.38' SE10 N 72'27'23" E 150.94' SEtt S 62'32'37" E 4.11' SE12 S 47'51'33" W 42.33' SE13 S 8232'39" W 117.17' ------------- /'I NEW BLOCXS 16 & 17 PARCEL' TMP 46-IBE ' OPEN SPACE / h TMP 46-19A2 , / "- J GREENWAY PARCEL /'; TMP 46-18A v ! OPEN SPACE r' 4R 1 PARCEL I STATE ROUTE 643 I I POLO GROUNDS ROAD I i OVERALL MAP: AREA A j L-----------------------------------.I I " , AREA B SCALE: 1 =250 WATERLINE EASEMENTS Line Direction Length WE1 S 09'03'27" E 58.05, WE2 S 40'22'31" W 13.87' WE3 S 17'17'51" E 10.41' BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 171.80' 1297.50' 735'12" 86.03' 171.68' N 85*58'18" W C2 78.30' 1297.50' 3'27'27" 39.16' 78.28' S 85'47'53" W C3 72.50' 2470.50' 1*40'53" 36.25' 72.49' S 84'54'36" W C4 252.07' 2470.50' 5'50'46" 126.15' 1 251.96' S 88'40'25" W C5 474.47' 685.50' 3939'28" 247.19' 465.06' N 6F34'28" W C6 375.44' 779.50' 27'35'45" 191.43' 371.82' N 6232'37" W C7 271.81' 790.50' 19'42'04" 137.26' 270.47' N 77'47'04" W NOTES: 1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. 2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK. 3. BOUNDARY INFORMATION IS BASED ON TWO PLATS CURRENTLY UNDER REVIEW TITLED "BROOKHILL BLOCKS 16&17 LOT DIVISION AND R/W DEDICATION"- SUB202000228 AND "BROOKHILL OPEN SPACE SPECIAL LOT PLAT" - SUB202000189. 4. FOR ALL PARCELS SHOWN HEREON, THIS PLAT HAS BEEN PREPARED FROM ACTUAL FIELD SURVEYS, USING MONUMENTS FOUND TO EXIST AT THE TIME OF SURVEY, THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1. 5. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND ZONE "AE" FOR A 100-YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO280D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A POR11ON OF THIS PROJECT. 6. ALL PROPERTIES SHOWN ON THIS PLAT ARE ZONED NEIGHBORHOOD MODEL DISTRICT (NMD) AND ARE SUBJECT TO THE CODE OF DEVELOPMENT OF ZMA201500007, THE PROFFERS OF ZMA201800011, AND SP201500025. 7. OWNER OF RECORD TMP 46-18A: CHARLES R HAUGH AND ELIZABETH ANN OGLESBY 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 71TLE: DEED BOOK 5349 PAGE 402 8. OWNER OF RECORD OPEN SPACE GREENWAY PARCEL CROCKETT CORPORATION 435 PARK STREET CHARLOTTESVILLE, VA 22901 TITLE DEED BOOK 5346 PAGE 256 9. ACSA SANITARY EASEMENTS AND ACSA WATER EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATION WITH 10 FEET ON EITHER SIDE OF LINE FOR A TOTAL WIDTH OF 20 FEET. 10. LOCATION OF WATERLINE SHOWN IN AREA A WAS FIELD LOCATED ON MARCH 11, 2021; MISS UTILITY TICKET NUMBER B106402181. AREA A a TMP 46-19A2 N/F BROOKHILL TOWN CENTER, LLC a°�2 DB 5259 PG 664 10.057 AC APPROXIMATE LIMITS OF DAM BREAK Q� `INUNDATION ZONE v q I '° O 4'S W cV � • 'o w o 100' PRIVATE F LANDSCAPE BUFFER. N �' EASEMENT \ ooa w VARIABLE WIDTH �9i2 ° M PRIVATE MAINTENANCE EASEMENT 20' ACSA WATER NEW 20' ACSA ° WATER EASEMENT 30' PRIVATE EASEMENT ` LANDSCAPE BUFFER DB 5121 PG 644 (HEREBY VACATED) WE2 ; EASEMENT WE3 - N42'34'31"W- 52.04 r-rn ls• N67*56'02"W 177.70 - - - STATE ° ROUTE 643 POLO GROUNDS ROAD - _ 100 0 �100 VARIABLE WIDTH PUBLIC R/W SCALEa"=100' N23'51'52"W 81.80' AREA B S07'16'25"W j �` I PORTION OF TMP 46-18A , LEGEND: APPROXIMATE LIMITS 184.71' NEW BLOCKS o ° ° 16 & 17 PARCEL OF DAM BREAK ° N�F CROCKET CORPORATION PORTION OF ACSA SANITARY SEWER EASEMENT HEREBY VACATED a � \ INUNDATION ZONE � � (UNDER REVIEW) o ) PORTION OF 46-18A �� OPEN SPACE 20' ACSA SANITARY, "o ® NEW ACSA SANITARY SEWER EASEMENT x co`\1 GREENWAY PARCEL �\"�y� 20' SANITARY SEWER / SEWER EASEMENT o N/F CROCKETT CORPORATION !� EASEMENT DB 5492 PG 476 I� z ° v� cP DB 1450 PG 313 M ACSA EASEMENT CURRENTLY UNDER REVIEW (UNDER REVIEW) �\ - , , - l/ o \ o0 55.873 AC \ r z ! \ VARIABLE WIDTH PUBLIC 20' ACSA EXISTING ACSA EASEMENT AT DB 5121 PG 644 Ps ° SANITARY SEWER o STORM DRAIN 90~ TMP 46-18A �m ro EASEMENT EASEMENT �� DB 5121 PG 644 DB 5121 PG 644 PORTION OF TMP 46-18E N/F CHARLES R HAUGH AND w --__. OPEN SPACE PARCEL SE11 N/F STANLEY MARTIN ' 30' PRIVATE LANDSCAPE ELIZABETH ANN OGLESBY HAUGH N 0 q COMPANIES, LLC - BUFFER EASEMENT VARIABLE WIDTH ACSA SANITARY UNDER REVIEW) �,5� / T S24-06'29"W I DB 5492 PG 476 DD 5121 PG 644 25.486 AC c a g 41.12, SEWER EASEMENT '� � DB 5496 PG 476 ` y \?� SFh ' �' SE C1 N54'01'32"W -------- - _ VARIABLE WIDTH PUBLIC ,gFA, G2 94.54' (TIE) r - NEW VARIABLE WIDTH STORM DRAIN EASEMENT 6 N77'29'33"E ACSA SANITARY N76'20'29"W 43.11' C6 DB 5121 PG 644 - SEA 10261 g W 25.87' (TIE) SEWER EASEMENT VARIABLE WIDTH PUBLIC NEW VARIABLE WIDTH C3 50A0� N32'59'37"E (SEE NOTE 9) STORM DRAIN EASEMENT ACSA SANITARY ' DB 5121 PG 644 20' ACSA SANITARY N4B:' S60'42'53"E SEWER EASEMENT , _ - 27.89 (TIE) 20 ACSA SANITARY SEWER EASEMENT 44'44 N54'29'52"W SEWER EASEMENT DB 5121 PG 644 W 176.08' (TIE) (SEE NOTE 9) CA 28 69' 20' ACSA SANITARY DB 5121 PG 644 13j>e _ ,-SE2 ✓ SEWER EASEMENT (PORTION HEREBY VACATED) DB 5121 PG 644 ---- SE1-------- 412'W S f9- PLOATE Rob p C5 100 0 100 200 300 64 IARLgBLA Gyy��X P�S R09D 2 DBW5121 APGM644 SANITARY0' ACSA SCALEA "=100' guo /#, DB 551� it cc iQ W G rri o U W N (LonH � N ca � 2 >r 0 Q 2 �o UOb co') Oa ~BCD N rcLU rwrn vs Ir N i 040 QC7>N UYJ_�, v2 <J -K, Llla>Nrn xa rnFzWd owl O R Ci �Q O'n' WO¢U<y LcL 4. Occ zgU ? OC N�o WW rnoo eC* 0) QQ U U) (� O W a W i 470'*7;i�_LTH//OW P 40 v BRIAN D JAMISON � No. 3334 03-11-2021 �_y S1JK� (7 J > W J 0 0-) T a m H q > 06 LL J 00 3r. .�. z f- V) fn Ldw0 W :) W W U QIL om¢ =� Y W W 'ItQ 0 O W m LU0 oQ Z DATE: 03-11-2021 REV: REV: REV: REV: SCALE: 1 "=100' JOB: TMPROJ FILE: 8587 V SHEET: 1 OF 01 Q:\KWinters\Civil 3D Proj ects\85 87 BrookhiII\SURVEY\DWG\EASEMENT\18A & 0PEN SPACE ACSA ES MT REVISION AND WATERLINE ESMT.dwg 202100006477.009 0 INSTRUMENT # 2021000064TT RECORDED ALBEMARLE CO CIRCUIT COURT CLERICS OFFICE Apr 13, 2021 AT 12:40 pm JON R. ZUG, CLERK by EMJ BOOK 05518 PAGE 0747 - 00755 � EMVM'RECORD COVER SHEET Commonwealth of Virginia VA. CODE §§ 17.1-223,-227.1, -249 FORM A — COVER SHEET CONTENT Instrument Date: 1 021 .......................................... Instrument Type""........................................................... Number of Parcels: ....... ?....... Number of Pages:.......?........ City [X] County .ALBEMARLE ...................................................................... CIRCUIT COURT Tax Exempt? VIRGINIA/FEDERAL CODE SECTION Grantee Address Name: CROCKETT _ CORPORATION ....................... Address: ....................................... .... ... . RECORDED IN ALBEMARLE COUNTY, VA JON R. ZUG FILED Jul 26, 2021 AT 10:47 am BOOK 05580 START PAGE 0415 END PAGE 0423 INST # 202100012953 TOTAL NUM PAGES 9 EMJ (Area Above Reserved For Deed Stamp Only) City: ..................................................... ... ... .... ... ...................... .... State:...... n..... Zip Code:.............................................. Consideration:$0.:.0........................... Existing Debt:$0.:00............................ Actual Value/Assumed:...... °............................ PRIOR INSTRUMENT UNDER § 58.1-803(D): Original Principal:0 0........................... Fair Market Value Increase:.$0.00............................. Original Book No.: ................... .................. . Original Page No.:........................................ Original Instrument No.:............................................ Prior Recording At: City County Percentage In This Jurisdiction:..100% �� Y �� ty................................................................................ Book Number: ..................... ..... Page Number:......................... Instrument Number:.......................................... Parcel Identification Number/Tax Map Number: ,04600-00-0o-018Ao ..................................................................................................................... ShortProperty Description: .......B.ROOKH.............I.LL...........TM...P .....46 .............18A ...........1988........................................................................................................................................ SEE INSTRUMENT Current Property Address: •BROOKHILL .SUBDIVISION ....................... City: CHARLOTTESVILLE ........................... State: ... ......... ... Instrument Prepared By: WILLIAMS. MULLEN Recording Retumed To: MA . KATHERINE. MCGETRICK, ............... Address: -WILLIAMS.MULLEN, 321 EAST MAIN ST, ................................................I.................... City: CHARLOTTESVILLE ................................................. State: . Zip Code: 2291.1................................... _.. Recording Paid By: MARY KATHERINE MCGETRICK, ESQ. ............................................................ 400 VA Zip Code:..?2.902 FORM CC-1570(MASTER. PAGE ONE OF TWO )10/19 0 Copyright 2014 Once of the Executive Secretary, Supreme Court of Virginia. All rights reserved. Cover Sheet A 202100012953.002 VIRGINIA LAND RECORD COVER SHEET Commonwealth of Virginia VA. CODE §§ 17.1-223,-227.1, -249 FORM C — ADDITIONAL PARCELS Instrument Date: ..................... 7/25/2021 ................................................ Instrument Type: OBM .................................................................... Number of Parcels:......?........ Number of Pages:.......?. City [X] Count ALBEMARLE CIRCUIT COURT Parcels Identification/Tax Map Prior Recording At: City [ ] County ............................... Percentage In This Jurisdiction: .... 1oog Book Number: ......... .................. Page Number: Instrument Number: ....................... .. ... ... ... . .. ..... Parcel Identification Number (PIN)/Tax Map Number: .. 0460U-00-00-019B8 .........................................B8 Short Property Description: BROOK ...... HILL .......TMP ...........46 ...........18A ...........19B8............................................ SEE INSTRUMENT (Area Above Reserved For Deed Stantp Only) CurrentProperty Address: ..B.. R.....OO..............KHILL ...........SUBDIVISI.....................ON .......................................................................... city:C HARLOTTesVILLE..................................................... State: ...... VA..... Zip Code: ,22911 Prior Recording At: ) City [ ] County ............................................ Book Number: ...................... - ... Page Number: Parcel Identification Number/Tax Map Number: Short Property Description: ................. ... .............. ... .. Current Property Address: City: Percentage In This Jurisdiction: Instrument Number: State: ................. Zip Code: FORM CC-1570 (MASTER, PAGE Two OF Two ) 10F19 Cover Sheet C 0 Copyright 2014 Once of the Execatikv Secretary, Supterx Court of Virginia. All rights reserved. 202100012953.003 Prepared by and upon recordation return to: Mary Katherine McGetrick, Esq. Williams Mullen 321 East Main Street Suite 400 Charlottesville, Virginia 22902-3200 .County of Albemarle Tax Map Parcel Nos. 04600-00-00.018A. 04600-00-00-0191318 CERTIFICATE OF PLAT The attached plat entitled, "PLAT SHOWING 2-LOT SUBDIVISION AND RIGHT OF WAY DEDICATION BROOKHILL SUBDIVISION TAX MAP 46 PARCELS 18A AND 19138 RIVANNA MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VIRGINIA," prepared by Roudabush, Gale & Associates, Inc., a Professional Corporation, dated December 21, 2020. last revised May 19, 2021, situated in the County of Albemarle, Virginia, is hereby submitted for recordation on behalf of the Owner in the Clerk's Office of the Circuit Court of the County of Albemarle, Virginia. Given under my hand this2s day of.July, 2021. [PAGE LEFT INTENTIONALLY BLANK, SIGNATURE PAGE FOLLOWS] 457587872 202100012953.004 OWNER: L. DAYT.ON HAUGH, Owner's Counsel/Agent COMMONWEALTH OF VIRGINIA CITY/COUNTY OF P. BEnr rya E The foregoing instrument was acknowledged before me this ��day of July, 2021 by L. DAYTON HAUGH, Owner's Counsel/Agent. Such person is known to me or has produced his/her state issued driver's license as identification. 7 n ^ "`L v � (SEAL) Notary Public Registration Number: 765 146 Ts My commission expires A.sCaY. 31 . 2o37 ` 0 oEXPRES 1-Q [SIGNATURE PAGE OF CERTIFICATE OF PLAT] 457587872 202100012953.005 EXHIBIT A THE PLAT [To be attached] 457587872 VICINITY MAP SCALE: 1" = 2000' FOREST LAKES SOUTH SUBDIVISION 1 TMP TMP 46-19B8 46-19B8 RESIDUE RESIDUE TMP 46-19B7 TMP u TMP 46-19B1 I � 46-19B6 STELLA LN 5 TMP 46-18A1 TMP TMP 46-19B9 NEW PARCEL 46-18A ° -18&2 TMP 46 46_18g3RoijTF ° g43 V3 J T GR UND ROAP ®= ®W ®W � . POLO OVERALL LAYOUT AND SHEET KEY SCALE: 1" = 500' \h J y " w AREA SUMMARY EXISTING TMP 46-1988 - 99.075 AC. fftrr <PARCEL 'Y'> - 0.262 AC. c ®LACKS 16&17 PARCEL> - 24,976 AC. r RESIDU TMP 46-19B8 - 73.837 AC. TMP 46-19B8 RESIDUE MONTGOMERY - RIDGE SUBDIVISION EXISTING TMP 46-18A - 25.827 AC. <PARCEL"X'> 0.341 AC. REVISED6-1 - 25,486 AC, BLOCKS 16&17 PARCEL TOTAL - 24.976 AC. SHEET INDEX V1 COVER SHEET V2 SUBDIVISION PLAT V3 SUBDIVISION PLAT 1. THIS PLAT HAS BEEN PREPARED WTHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. 2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK. 3. FOR ALL PARCELS SHOWN HEREON, THIS PLAT HAS BEEN PREPARED FROM ACTUAL FIELD SURVEYS, USING MONUMENTS FOUND TO EXIST AT THE TIME OF SURVEY, THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1. 4. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A" FOR A.100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO280D, EFFECTIVE DATE FEBRUARY 4, 2005, EXCEPT FOR AREAS AS SHOWN HEREON SHEETS V2 & V3. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 5. ALL PROPERTIES BEING DIVIDED ON THIS PLAT ARE ZONED NEIGHBORHOOD MODEL DISTRICT (NMD) AND ARE SUBJECT TO THE CODE OF DEVELOPMENT OF ZMA201500007, THE PROFFERS OF ZMA201800011, AND SP201500025. 6. PER CIS AT THE TIME OF PLATTING, TMP 46-18A IS IN THE AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, AND FLOOD HAZARD OVERLAY DISTRICTS, AND CONTAINS AREAS OF MANAGED AND PRESERVED STEEP SLOPES. 7. PER GIS AT THE TIME OF PLATTING, TMP 46-1988 IS IN THE AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, AND FLOOD HAZARD OVERLAY DISTRICTS, AND CONTAINS AREAS OF MANAGED AND PRESERVED STEEP SLOPES. 8. PER GIS INFORMATION AT THE TIME OF THIS PLAT, THE PROPERTY DOES NOT LIE WITHIN AN ,AGRICULTURAL -FORESTAL DISTRICT OR A WATER SUPPLY WATER PROTECTION AREA. 9. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE > COUNTY ZONING ORDINANCE. 10. PARCELS 'X AND 'Y' ARE HEREBY DEDICATED TO THE COUNTY FOR PUBLIC USE AS RIGHT OF }NAY. 11, NO EVIDENCE OF GRAVES OR BURIAL SITES ON THE SUBJECT PROPERTY WERE OBSERVED AT THE TIME OF SURVEY. 12. ALL NEW PROPERTY CORNERS ARE TO BE MONUMENTED WITH IRON PINS UNLESS OTHERWISE NOTED UPON COUNTY APPROVAL AND RECORDATION OF THIS PLAT. 13. THE MINIMUM BUILDING SETBACKS ARE PER CODE OF DEVELOPMENT AS SHOWN IN ZMA-2015-00007. 14. PARCELS X & Y ARE SPECIAL LOTS ESTABLISHED SOLELY FOR PUBLIC RIGHT-OF-WAY AND ARE HEREBY DEDICATED TO PUBLIC USE. 15. OWNERS AND SOURCES OF TITLE: TMP 46-18A CHARLES R. HAUGH & ELIZABETH ANN OGLESBY 2575 SEMINOLE TRAIL CHARLOTTESVILLE VA, 22901 TITLE: DB 5349 PG 402 TMP 46-19B8 CROCKETT COORPORATION 435 PARK STREET CHARLOTTESVILLE VA, 22901 TITLE: DB 5346 PG 256 m STATEMENT OF CONSENT TO DIVISION-TMP 46-18A THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, KNOWN AS TAX MAP 46; PARCEL 18A, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. COMMONWEALTH OF VIRGINIA COUNTY/Eli'Y OF __%&�-r_- TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20';- v z v Z in 0 O vn> 0 3►-Zo2 MY COMMISSION EXPIRES: g! y x 7 Z O. * w < ; C) C s: z n STATEMENT OF CONSENT TO DIVISION TMP 46-19BB THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, KNOWN AS TAX MAP 46, PARCEL 1968, IS WITH THE FREE CONSENT AND IN ACCORDANCE NTH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. COMMONWEALTH OF VIR INIA COUNTY/GEW OF -u,".4a�*,__-_-_-_--- TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY ANN D_ 14A,)bh Pq",4L T -- THIS 2 DAY OF IUA& 20.21. 1 *' r m y (� 7 ---'7----------- NO/-L-/ r m o MY COMMISSION EXPIRES: O 2 7 C Z 01 4u W `L COUNTY APPROVAL 1 A i s -14,�✓(, (�} _��j3z z1 AG T FOR THE BOARD OF SUPERVISORS DA E BOUNDARY LINE TABLE BOUNDARY CURVE TABLE Line Direction Length Curve Length Radius Delta Tangent Chord Chord Bearing Li S 74'24'09" E 110.11' Cl 17.33' 33.50' 2938'05" 8,86' 17.13' S 05'10'58" E 1-3 S 09,3605" W 28.17' C2 19.81' 33.50' 335315" 10.21' 19.53' N 26'34'42" E L4 S 80'21'55" E 37.00' G3 15.89' 1297.50' O'42'07" 7.95' 15.89' N 81'49'38" W L5 N 09'38'05" E 29.76' C4 171.80' 1297.5Y 7'35'12" 86.03' 171.68' S 85'58'18. E L6 N 24'06'29" E 41.12' C5 37.92' 1297.56 1'40'28" 18.96' 37,92' N 86'41'22" E c(!� L y� P ' C6 40.38' 1297.5Y 1'46'59" 20.19' 40,38' N 8457'39" E C7 72.50' 2470.50' 1040'53" 36,25' 72.49' N 8454'36" E C8 252.07' 2470.51T 5'50'46" 126,15' 251,96' N 88'40'25" E C9 474.47' 685.50' 39039*28" 247.19' 465,06' S 68'34'28" E C10 375.44' 779.50' 27'35'45" 191.43' 371.82' N 6232'37" W C11 111.71' 309.50' 20'40'48" 56.47' 111.10' N 48'44'01" W C12 19.63' 12.50' 89'59'57" 12.50' 17,68' S 6012'07" E C13 19.52' 12.50' 89'29'29" 12.39' 17.60' S 30'03'11" W C14 375,21' 830.50' 2553'07" 190.86' 372,02' N 01'45'51" W C15 1.73' 750.50' 0'07'55" 0.86' 1.73' N 1114'40" E C16 19.98' 12 50' 91'35'56" 12.85' 17,92' S 34'29'20" E C17 17.99' 12.50' 8228'55" 10.96' 16.48' S 58'29'11" W C18 251.47' 750.50' 19'11'52" 126.92' 250.29' N 26'51'17" E C19 98.62' 9969.50' 0'34'00" 49.31' 98.62' S 3610'12" W C20 141.71' 1230.50' 6'35'55" 70.94' 141.64' N 3911'10" E 021 1 208.33' 369.50' 1 3218'15" 1 107.01' 205.58' S 26'20'00" W W W m r ) � m g 3�> Oto � F= rn d vs, o y U _ e LU Z U to 0 o Q ❑ ¢� 05 m N rn IL rn aw LL]> (0 w C% ¢ a) W N 2 _ O o o N a a Q�Q Z c i E m s mW m a $�v vo1 TH op UBRIAN D JAMISON > No. 3334 05-19-2021 fob SUWV�A Q z Z O 0 H � Q ozmW o-�. �> 0 m WT -1 O m 5 U Q d O U O m oa < 0 Z i Q CV >00 in cc 0 00 z� Oui p O i= p z � � ¢ m a d= � J ❑1 i1- O ¢ � LL N Q¢ QQF TMP 46-19B9 6; o N OPEN SPACE ��ti� U' g r GREENWAY PARCEL 8, � `� a 3 > i t \ z oct5 a� / N/F BROOKHILL MASTER 100 U) Z Q c I �\ ry Mom ,/ ASSOCIATION, INC.y�"� �y °' DB 5512 PG 282 a° O 9g� �... o v t N6 d z r , ••� l 11 1�pF Q ,� d�j 0 cA Q o TMP 46-19B8 RESIDUECD 0 cc N/F CROCKETT CORPORATION �" �� /' p xs > w a Q %,� h`OA� % ` % oaf ✓ 6 0 5 0 Zoe 24- SA OP 0.80' TMP 46-19BB RESIDUE ', % ! h o• S15'10'06"E NIP CROCKETT COORPORATION v BRIAN D JAMISON a 'N2>. TMP 46-19BB RESIDUE \ r / •``•• S942a NIP j ,i' 1h``�0� 54.00 DB 5512 PG 282 No. 3334 I CROCKETT CORPORATION yy \ , \ �� ORIGINAL AREA = 99.075 AC. 05-19-2021 �\ 286�9 ; o \ \ �• ��`' ; %' �� S1512'06"7E REVISED AREA = 73.837 AC. `", \\, � \ o, r, \sue ••\ tK�j°� \'0?rye \; '\� `,� N5235'00"W :% ;%' /�4 � '� •�.,` ,�\',\ 22, \l.�-_ `b n'� U z m J \ '� �• \, \ \ s� ; APPROXIMATE LIMITS '. / m Q ^� W OF DAM BREAK _ Q \'\ �• \'' �:: \ .\..` N28Sss2' 1` / ' ' INUNDATION ZONE 1 `/ / 62,21'7 48 E U) T- m /' 2 4 S80'24'58"E ?j TMP 46-19B% o N'' Q 0 E 34.01 u- 0 Q 0 N/F STANLEY MARTIN �'•� �o�`��F ��.\ �o�;ti Is (TYP.) = m z o, COMPANIES, LLC \ f Z DB 5512 PG 282 \ �, '! i // �I s OC U1 \ \ TMP 46`19B9 �a'`��0 i a� p J U \ \ �•, ,� OPEN SPACE ' `� ° Z —� Q CCA j 1 GREENWAY PARCEL do Z = 0 % N/F BROOKHILL MASTER `• °�� 0 S09'43'33"W p Y 'i' o > 53.89' 0. Q ASSOCIATION, INC. \N" r.._...• �' �. DB 5512 PG 282 > < 0 w �A r�S•� �. S80'15'14"E m C7 •�• �S. Q \ O z ` \ •`\ Sj 40' \ J Q op �. EXISTING 20' SANITARY\\' \ N3 20035 3 SEWER EASEMENT �`2 {y N1731'21"E DB 1450 PG 313 j 61.15' NEW BLOCKS 16 & 17 PARCEL i 24.976 AC. V2 MA'DCEIIII�B / '� \ t�; MATCEL W V2 CM 0 vs TMP 46D-B VS TMP 46-19B6 / I \ •i 3 MONTGOMERY RIDGE N/F CROCKETT COORPORATION � 00 GLE END I OPEN SPACE 2 DB 5346 PG 251 / ^ ram, 100 0 100 200 300 � cq 1 IF IRON FOUND (A IS IRON SET SCALE: 1"--100' oB 55�0 Pam'- _- >s, -�o�� 00 z� O ui O b OCO Q Q� U p �o�Z�W o��pp¢� LL O r N OQU W m W N _ N N � O 0 VN O O 0 ZrN V2 MAY+CEM V3 TMP 46-19B6 N/F CROCKETT COORPORATION DB 5346 PC 251 TMP 46-IBA1 }„ ICE RINK LOT I N/F CROCKETT CORPORATION DB 5274 PC 376 58' PUBLIC R/W 283.99' DB 5274 PC 376 S59'04'25"E IF 559404'25"E N23'51'52"W 81.80' 20' ACSA SANITARY EASEMENT DB 5492 PG 476 S38.23' I TMP 46-18E8 t� OPEN SPACE PARCEL { N/F STANLEY MARTIN I , COMPANIES, LLC DB 5492 PC 476 VARIABLE ACSA �1 SANITARY EASEMENT DB 5492 PG 476 VARIABLE WIDTH PUBLIC STORM DRAIN EASEMENT DB 5121 PG 644 N VARIABLE WIDTH PUBLIC SWM ACCESS EASEMENT DB 5274 PG 376 f k) N51'36'23"E 58.00' TMP 46-18A HAUGH, CHARLES R & ELIZABETH ANN OGLESBY DB 5512 PG 282 ORIG. AREA: 25.827 AC. REV. AREA: 25.486 AC. VARIABLE WIDTH PUBLIC STORM DRAIN EASEMENT DB 5121 PG 644 APPROXIMATE LIMITS OF DAM BREAK INUNDATION ZONE TMP 46-19B9 OPEN SPACE GREENWAY PARCEL N/F BROOKHILL MASTER ASSOCIATION, INC. 'o0, DB 5512 PC 282 2� -9F. 1 ' i EXISTING 20' SANITARY SEWER EASEMENT • DB 1450 PG 313 30' PRIVATE LANDSCAPE BUFFER EASEMENT = DB 5121 PG 644 i VARIABLE ACSA SANITARY EASEMENT .j �0,5• S� a DB 5518 PG 747 ,a$a0f __ __ -- _ --- % 3 —=-C1o'-- - ---- --- __N44'44'w_ _- 56R�� —_ --- -'." $TDt �gp D'uP ---- BOUNDARY LINE HEREBY - - N76'20 29 W VACATED (TYP.) YflLy� �D 43.11' Vt+R MAMMM V2 TMP 46D-B V3 MONTGOMERY RIDGE PHASE 1 OPEN SPACE 2 \ / Eo 0 � c:, T 1 U is (TYPI-1 iCOO TMP 46-19B8 RESIDUE M M I N/F CROCKETT COORPORATION DB 5512 PG 282 *r c s ORIGINAL AREA = 99.075 AC. REVISED AREA = 73.837 AC. j o 06 00 / rn tq 2 •. / N p cq a). / v \ %I sa\ 7w.2�* cz co S42'29'07"W j o� .. �• 40.89' W c.S �0OtiF��y� �- Ir k VARIABLE ACSA SANITARY EASEMENT DB 5518 PG 747 — VARIABLE WIDTH PUBLIC STORM DRAIN EASEMENT DB 5121 PG 644 '20' ACSA SANITARY EWER EASEMENT B 5121 1 644 ---,, �� ; PARCEL ' T HEREBY DEDICATED r TO COUNTY FOR PUBLIC USE 28.69''52"E 0.262 AC. 8 ,69 PARCEL T HEREBY DEDICATED BOUNDARY LINE HEREBY TO COUNTY FOR VACATED (TYP) PUBLIC USE 0.341 AC. LEGEND IF IRON FOUND IS IRON SET 100 0 SCALE: 1 "=100' 30' PRIVATE LANDSCAPE BUFFER EASEMENT DB 5121 PG 644 VARIABLE WIDTH PUBLIC STORM DRAIN EASEMENT DB 5121 PG 644 11024� ,9, I Owa O 100 200 300 . 1 awm) Nro I8 y o � 3w>Q q Z. z i��n� ¢ o OW 0 m put o 0 Q a rc 0- O> 4 LL Z N Q > a� ' N w Z �Z U po(�n W N 7 �wv a o4 L2H OF ,% v BRIAN D JAMISON to' No. 3334 �-, 05-19-2_0,2,11 SURV"'� I z Z O a oz00-1 m 0002 Q T m LL > Q O O m 0 � C'3 � 1 O O 0 •--� v z J Q = 0- N o t a 0 0y+ (: F- m LML �.■ < O z i N Q � 00 z N o Z O� oaf 0 ji n in r LO cc co ao O ¢ Z W CD O O LL NOO W v o¢¢0 LL cm � 0 N 0 0 w In MSw r N WLu N JJ2 oAo 0 Z N 202100012953.009 Cj INSTRUMENT # 202100012953 RECORDED ALBEMARLE CO CIRCUIT COURT CLERKS OFFICE JUI 26, 2021 AT 10:47 am JON R. ZUG, CLERK by EMJ BOOK 05580 PAGE 0415 - 00423 �WMIVMAW RECORD COVER SHEET Commonwealth of Virginia VA. CODE §§ 17.1-223.-227.1, -249 FORM A — COVER SHEET CONTENT Instrument Date: ... 5/5/2021 Instrument Type: Number of Parcels:...... ?....... Number of Pages: ..... 11...... [ ] City [X] County .ALBEMARLE ............................. CIRCUIT COURT Tax Exempt? VIRGINIA/FEDERAL CODE SECTION [ ] Grantor: ....................... [X] Grantee._ - 1 . 7 .............1-266 ..... Business/Name RECORDEDIN ALBEMARLE COUNTY, VA JON R. ZUG � �IQ�UIT COURT_ FILED Nov 03, 2021 AT 01:21 PM BOOK 05634 START PAGE 0587 END PAGE 0599 INST # 202100018386 TOTAL NUM PAGES 13 MEE (Area Above Reserved For Deed Stamp Only) ......... 1...... X Grantor: CROCKETT CORPORATION ............................................................................................................................................................................. --------- 2...... X Grantor: BROOKHILL MASTER ASSOCIATION, INC. ............................................................................................................................................................................................................... ......1...... X Grantee: COUNTY OF ALBEMARLE, VIRGINIA Grantee: Grantee Address Name: COUNTY .OF ALBEMARLE, VIRGINIA ........................................................... Address: . 901 MCINTIRE ROAD, RM. 325 ............................................................................ City:.CHARLOTTESVILLE........................................................ State: ....._VA..... Zip Code: .22902....... ......................... Consideration.. -.$.0..-.0.0 ........................ Existing Debt: -$o-:-00 ............................ Actual Value/Assumed:.S...o...:..o. o............................ PRIOR INSTRUMENT UNDER § 58.1-803(D): Original Principal: .s. . ....:...................... Fair Market Value Increase, .$O._00............................. Original Book No.: , 5346.,...,...,,•.,,,.,,•.,,,.,,, Original Page No.: 256................................ Original Instrument No.: 202000008481.:_......... Prior Recording At: [ ] City [X] County ALBEMARLE g 100� ...................................................... Percentage In This Jurisdiction:............. 5396 256 202000008481 Book Number: ............................ Page Number:......................... Instrument Number:.......................................... Parcel Identification Number/Tax Map Number: 046-00-00-019B8 ....................................................................... Short Property Description: PEDESTRIAN TUNNEL MAINTENANCE AGREEMENT .......................................................................................................................................:................................................................ TMP 46-19BB CurrentProperty Address: ....... : ..................................................................................................... CHARLOTVA 22911 City: .............................TESVILLE ................................................. State:................. Zip Code:............. Instrument Prepared By: ALBEMARLE COUNTY ATTORNEY Recording Paid By: ALBEMARLE COUNTY ATTORNEY .................I...................... Recording Returned TO: ALBEMARLE. COUNTY ATTORNEY ..................................................................:.................................................................................................................. Address: _401 MCINTIRE ROAD, RM. 325 ...........................................................................................................................:.................................................................................. City: CHARLOTTESVILLE - . ......................................................... .................. State: ....... `'A..... Zip Code:..22902........ FORM CC-1570 (MASTER PAGE ONE OF TWO ) 10119 Cover Sheet A Si Copyright 2014 Office of the Executive Scemary, Supreme Court of Virginia. All tights reserved. - 202100018386.002 VIRGINIA LAND RECORD COVER SHEET Commonwealth of Virginia VA. CODE §§ 17.1-223,-227.1, -249 FORM C—ADDITIONAL PARCELS 5/2021 Instrument Date: ........................5/............................................. Instrument Type: ............................._p:G............................... Number of Parcels:......?....... Number of Pages:.....11 [ ]City [X] County ...................ALBEMARLE ........................................... CIRCUIT COURT Parcels Identification/Tax Map Prior Recording At: [ ] City [X] CountyALBEMARLE ...................................................... Percentage In This Jurisdiction: .... 100% Book Number: ..s3 4 6 Page Number: 256 Instrument Number: 202009006481 (Area Above Reserved For Deed Stamp Only) Parcel Identification Number (PfN)/Tax Map Number: 046-00-00-019B9 NNCGMET Short Property Description: .. P . E . DE . S . T - R .. I . A - N .... TU.......... ......NEL .................MAINTENA..............E .....A......REE.............N........................ TMP 46-19B9 ............................................................................................................................... Current Property Address: .... : ............................................................................................................................ City: CHARL0TTESVILLE...................................................... State:......°A..... Zip Code: _22911 Prior Recording At: [ ] City [ ] County ............................................ Book Number: ............................ . Page Number: Percentage In This Jurisdiction: Instrument Number: .......... ; ............................................ Parcel Identification Number/Tax Map Number:..............................................................................................................................4.................. ShortProperty Description: ................................................................................. : ...................... : ..................................................................................... Current Property Address: City: State: ................. Zip Code:.......,.................................... FORMCC-1570(MASTER. PAGE TWO OF TWO )10/19 L Copyright 2014 Office of the Executive Secretary, Supreme Court of Virginia All righLc rnemed. Cover Sheet C 202100018386.003 This document was prepared by: Mary Katherine McGetrick, Esq. Williams Mullen 200 S. 10th Street, 161h floor Richmond, Virginia 23219' Tax Map Parcels 04600-00-00-019B8 and 04600-00-00-019B9 This instrument is exempt from Clerk's fees under Virginia Code § 17.1-266. AGREEMENT TO MAINTAIN PEDESTRIAN TUNNEL THIS AGREEMENT, dated this '-� day of 2021, is entered into by and between CROCKETT CORPORATION, a Virginia corporation (Crocketo and BROOKHILL MASTER ASSOCIATION, INC., a Virginia non -stock corporation (Broold ill'), collectively hereinafter called the "Owner," and the COUNTY OF ALBEMARLE, VIRGINIA, a political subdivision of the Commonwealth of Virginia, hereinafter called the "County." RECITALS R-1. Owner is the owner of certain real property described as Albemarle County Tax Map Parcels 46- 19B8 and 46-19139 (together, the "Property"); and R-2. Owner is proceeding to build on and develop the Property into a residential subdivision known as `Brookhill"; and R-3. As part _of the development of the Property, the Owner has agreed to install a 10' x 8' high box culvert to serve as a pedestrian tunnel, or grade_ separation structure (the "Tunnel"), which will ultimately be maintained by the Owner, under portions of Polo Grounds Road, identified on the Plan (as defined below) as "Polo Grounds Road", which is maintained by the Commonwealth of Virginia, Department of Transportation ("VDOT'O; and R-4. The Tunnel is required as part of the extension of the existing greenway and trail system which runs through the Property (the "Trail System'o, and pursuant to the proffer statement for ZMA 201800011, dated April 18, 2019, as the same may be amended, hereinafter called the "Plan," which is expressly made a part hereof, as approved or to be approved by the County, and which provides for certain improvements to the Trail System through the Property; and R-5. As a condition of permitting the Tunnel under Polo Grounds Road, VDOT is requiring the County to enter a certain "Agreement for the Inspection and Maintenance of the Grade Separated Structure of Brookhill Trail/Green-way, Albemarle County" (the "VDOT Agreement", a true copy of which is attached hereto and incorporated herein as Exhibit A), in which the County is agreeing to assume responsibility for the Tunnel; and 202100018386.004 R-6. As a condition of entering the required VDOT Agreement, the County requires that the Owner. assume a portion of the County's obligations, responsibilities, and liabilities under the VDOT Agreement; and R-7. As part of the ongoing approval of the Brookhill development on the Property, including the Plan and any additional plans or phases of the Plan which may be approved by the County in the future, the County further requires that the Tunnel, including the concrete culvert and all supporting infrastructure necessary to allow safe and convenient passage of pedestrians under Polo Grounds Road, all structures, berms, drainage structures, and any other improvement that may affect the proper functioning of the Tunnel (collectively, the "Facilities') be constructed by the Owner and adequately maintained by the Owner in perpetuity. In consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. Obligation of the Owner to construct the Facilities. The Owner shall construct and protect any required Facilities in accordance with the plans and specifications identified in the Plan and as shown on that certain plan entitled "WPO 201800013 Brookhill VSMP Plan" prepared by Bohler Engineering and last revised 9/27/18. 2. Obligation of the Owner to maintain the Facilities. The Owner shall maintain the Facilities in good working condition for so long as the Facilities exist, in a manner that meets or exceeds the maintenance standards provided herein, subject to the following: A. "Good working condition" defined. For the purposes of this Agreement, a Facility is in "good working condition" when it performs its design function in accordance with the plans and specifications identified in the Plan, including all conditions imposed in conjunction with approval of the Plan. B. "Maintain and maintenance" defined. For the purposes of this Agreement, "maintain" and "maintenance" include (but are not limited to): maintaining, repairing, replacing, reconstructing; preserving, and restoring the Facilities or any part thereof necessary to comply with the plans and specifications identified in the Plan. 3. Inspections and the Inspection Report by the Owner. At least once per year following completion of the construction of the Facilities, the Owner must have the Facilities inspected to ensure that the Facilities are in good working condition. The Owner's inspection report to the County must include, at a minimum: the date of the inspection, the name of the inspector, a description of the condition of the concrete culvert and all structures, berms, inlet and outlet structures, and any other improvement that may affect the proper functioning of the Facilities, a list of all deficiencies causing the Facilities not to be in good working condition, if any, a list of required maintenance work to be performed so that the Facilities are restored to good working condition, and the date by which the maintenance work will be performed (the "Inspection Report"). Upon written request from the County, the Owner must submit the Inspection Report and any other requested documentation to 2 202100018386.005 the Director, Albemarle County Department of Facilities and Environmental Services, 401 McIntire Road, Charlottesville, Virginia 22902 or a successor department, office and address as specified by the County to the Owner. The Owner must provide the Inspection Report to the Department within thirty (30) days of such request. 4. Permission to the County or VDOT to inspect the Facilities. The Owner hereby grants permission to the County and to VDOT, including its authorized agents and employees, to enter upon the Property and to inspect the Facilities whenever the County or VDOT deems an inspection to be necessary, subject to the following terms: A. Purposes for County/VDOT inspection. The County and VDOT may inspect the Facilities for the purpose of determining the condition of the Facilities including (but not limited to) determining whether the Facilities are in good working condition, investigating any deficiencies reported in the Inspection Report, responding to citizen complaints about the Facilities, and inspecting or observing any maintenance of the Facilities. B. Prior notice to the Owner not required. Neither the County nor VDOT is required to provide prior notice to the Owner to enter the Property to conduct the inspection. C. Inspection findings and demand for maintenance. The County and/or VDOT will provide the Owner with a copy of the findings of its/their inspection of the Facilities. If the inspection concludes that maintenance of any of the Facilities is required, the County and/or VDOT also will notify the Owner of the required maintenance and the date by which the maintenance work must be completed. 5. The Owner's response to the Inspection, the Inspection Report or the County's or VDOT's demand for maintenance. If the Inspection Report under Section 3 or the inspection conducted by the County and/or VDOT under Section 4 identifies Facility deficiencies, the Owner must promptly complete the maintenance work by the date specified in the Inspection Report or as demanded by the County or VDOT. When the maintenance work is completed, a qualified inspector retained by Owner must certify to the County and VDOT that the Facilities are in good working condition. 6. Permission to the County to access the Facilities to conduct routine maintenance. The Owner hereby grants permission to the County, including its authorized agents and employees, to enter the Property and to perform routine non-structural maintenance (such as landscaping and cleaning) when the County deems necessary. The County has the right, but not the responsibility, to perform any such maintenance. 7. Obligation of the Owner to indemnify and hold harmless the County. The following terms apply to this Agreement: A. Owner Performance under the VDOT Agreement. The Owner hereby assumes all obligations, responsibilities, and liabilities of the County under the VDOT Agreement. 202100018386.006 B. No County liability. This Agreement imposes no liability of any kind whatsoever on the County, including its agents, officers and employees. C. Obligation of the Owner to indemnify and hold harmless. The Owner hereby indemnifies. and holds harmless the County (including its agents, officers and employees) for any and all damages, accidents, casualties, occurrences or claims which might arise or be asserted against the County (including its agents, officers and employees) resulting from (a) the VDOT Agreement or (b) the failure of the Facilities to perform their design function or to otherwise operate properly; any repairs, maintenance, construction, or any other acts performed by the County or the Owner, including their respective agents, officers and employees, related to the Facilities, regardless of how those acts were performed, except if the County's acts are the product of willful misconduct. D. Notice of and defense of actions. If a claim is asserted against the County, including its agents, officers and employees, based upon any of the indemnities in subsection (C), the County will promptly notify the Owner of the claim. The Owner shall defend, at its expense, any lawsuit or other action arising therefrom. If, as a result of a claim, any judgment is allowed against the County, its agents, officers and employees, or any of them, the Owner shall pay all damages, costs, expenses and fees associated with the judgment. 8. References to County departments and officers, successors. Any reference in this Agreement to a County department or office includes its successor department or office as determined by the County. 9.' Covenant running with the land. This Agreement will be recorded by the County in the Clerk's Office of the Circuit Court of Albemarle County, Virginia. It constitutes a covenant running with the land, and is binding on the Owner, its administrators, executors, assigns, heirs and any other successors in interests, including any homeowners' association. 10. Date of this Agreement. This Agreement will be deemed to have been entered into by the parties and will be effective on and after the date it is signed by the Albemarle County Executive. 4 202100018386.007 WITNESS the following signatures: OWNER: CROCKETT CORPORATION By: C G 1t 46 - Name: ANN O. HAUGH Title: President COMMONWEALTH OF VIRGINIA The foregoing instrument was acknowledged before me this Vk day of �Mp �_ 2021 by Ann O. Haugh as President of Crockett Corporation, a Virginia corporation. /..- __?� (-I, Notary Public My Commission Expires: S' 331- zoZ4 Registration Number: Ig e j SIGNATURES CONTINUE ON THE FOLLOWING PAGE -"Most"' 202100018386.008 BROOKHILL MASTER ASSOCIATION, INC. M COMMONWEALTH OF VIRGINIA CITY/COUNTY OF Cj4o .(,4e^; e The foregoing instrument was acknowledged before me this day of ltj�v , 2021 by Alan R. Taylor, Jr. as President of Brookhill Master Association, Inc., a Virginia non -stock corporation. Notary Public My Commission Expires:SIR A c�JG�.............OjO., NOTARY PUBLIC n REG. #7807103i 6 con+M Registration Number: 7L'07103 0 �+� lssioN z c 7� :• EXPIRES t ?0:, 10/312023 4� ti�•..........• �J� �.` FALTH SIGNATURES CONTINUE ON THE FOLLOWING PAGE 202100018386.009 COUNTY OF ALBEMARLE, VIRGINIA \A GB6fglas CjWalker — ' Deputy County Executive COMMONWEALTH OF VIRGINIA CITY OF CHARLOTI'ESVILLE The foregoing instrument was acknowledged before me this day of October, 2021, by Douglas C. Walker, Deputy County Executive. Notary PuBlic My commission expires: C:)c-*. 31, ba3 Notary Registration Number: E ERYL L. SKEENN OTARYPUBLICSTRATION # 7153762NWEALTH OF VIRGINIAMMISSION EXPIRESTOBER 31, 2023 6 02\4w �vZ\ Date 202100018386.010 * EXHIBIT A AGREEMENT FOR THE INSPECTION AND MAINTENANCE OF THE GRADE SEPARATED STRUCTURE OF POLO GROUNDS ROAD AND THE BROOKHILL TRAIL/GREENWAY, ALBEMARLE COUNTY THIS AGREEMENT FOR INSPECTION AND MAINTENANCE ("Agreement') is made as of the date last signed below, by and between the County of Albemarle (the "County"), and the Commonwealth of Virginia, Department of Transportation (the "Department" or "VDOT'); WHEREAS, the County has a greenway trail known as the Brookhill Trail (the "Trail"), which is located adjacent to the unnamed stream near the Brookhill development in Albemarle County, Virginia; and WHEREAS, the developer of Brookhill (the "Developer") is required to construct improvements in a portion of the roadway referred to as Polo Grounds Road, which will cross over the unnamed stream along the Brookhill Trail, and which will include a concrete culvert structure (the "Structure") to allow pedestrian traffic to pass under the roadway; and WHEREAS, the County is entering into a separate agreement with the Developer regarding the Developer's responsibilities for maintenance and inspection of the Structure; and WHEREAS, because the Structure is intended to serve a secondary purpose that is not essential to the operation of the roadway, the parties to this Agreement agree that the Structure is an extrinsic structure, ineligible for maintenance by the Department at public expense; and WHEREAS, the costs associated with periodic safety inspections and maintenance of such structures, including ultimate closure or removal, are deemed appropriately sustained by the community that they are intended to serve; and WHEREAS, the Nationa[,Bridge. Safety Inspection Act requires that uniquely qualified personnel perform periodic safety inspections of roadway structures to ensure their structural integrity and the safety of those using the structures; and WHEREAS, the County agrees to bear the costs, including but not limited to the construction, maintenance, inspection, and repair, of the Structure, up to but not including the surface of Polo Grounds Road, which the Department shall maintain. NOW, THEREFORE WITNESSETH, that for and in consideration of the aforesaid recitals, which are hereby incorporated into this Agreement as if fully set forth herein, and in further consideration of the covenants contained herein, the parties agree as follows: A. The County agrees to the following: 1. The Structure will be treated as an integral part of the highway system, but that the County shall be responsible for routine bridge safety inspections of the Structure, the results of which the County will promptly provide to the Department. All inspections must meet the Department's regulatory guidance and be undertaken by an inspector licensed to perform those inspections to the Department's standards. 202100018386.011 AGREEMENT FOR THE INSPECTION AND MAINTENANCE OF THE GRADE SEPARATED sTRUCTURE OF POLO GROUNDS ROAD AND THE BRODRHILL TRAIL/GREENWAY, ALBEMARLE coUNTy 2. The Structure shall be inventoried and inspected in accordance with the Department's IIM policy guidance as a large culvert, and that the level of the inventory and inspection shall meet the requirements of the National Bridge Inspection Standards and the Department's 11M policy guidelines provided in the following standards (as they may be amended from time to time): • The National Bridge Inspection Standards (111815) found in the Code of Federal Regulations title 23 Highways - Part 650, Subpart C,• • The Manual for Bridge Evaluation (MBE); • VDOT IIM-S&B-27.8 Bridge Safety Inspections; • VDOT IIM-S&B-86.1 Load Rating and Posting of Structures (Bridges and Culverts). 3. The Department has no maintenance, upkeep and/or repair responsibility or liability for the Structure, except in cases of physical damage resulting from road maintenance operations or road construction projects administered by the Department. 4. The Department, in its sole discretion, may require an inspection of the Structure at anytime, and may at anytime require that the County perform any maintenance it deems necessary for the timely preservation of the Structure or for public safety. In the event of any disagreement regarding the necessity of an inspection, the Department's determination shall be binding. S. The County shall operate and maintain all pedestrian facilities within the Structure, or otherwise associated with the Trail crossing of Polo Grounds Road that are within VDOT operated right of way, in compliance with all requirements of the Americans with Disabilities Act or any other. state and federal law, and to make no claim for financial assistance from the Department for the operation of the pedestrian facilities. 6. The County shall not fasten or attach to the Structure any pedestrian facility component (including but not limited to: signs, lighting fixtures, paved invert, and hand rails), except (a) by pre -approved attachments to anchor systems installed by the prefabricator or (b) as otherwise approved by the Department in its review of the construction plans. Neither additional attachments to the Structure nor any painting of the Structure's surfaces may be made without approval of the Department's bridge and structures office. 7. All maintenance, repairs or replacements of the Structure performed by the County, and all fastenings or attachments to the Structure made by the County, are herein collectively referred to as the "Work". All of the Work shall be done in accordance with a Single Use Permit issued by the Department pursuant to 24VAC30-151 upon proper application therefor made by the County prior to the commencement of such Work. 8. The County shall carry insurance against liability for'personal injury and property damage that may arise from the operation of the Trail, up to one million dollars ($1,000,000) for each occurrence and five million dollars ($5,000,000) in the aggregate. In addition, the County or any contractor or subcontractor of the County who wishes to enter the Property for the purpose of performing Work thereon shall obtain and maintain Workers' Compensation, Employer's Page 2 of 4 202100018386.012 AGREEMENT FOR THE INSPECTION AND MAINTENANCE OF THE GRADE SEPARATED STRUCTURE OF POLO GROUNDS ROAD AND THE RRDOKHILL TRAIL/GREENWAY. ALREMARLE COUNTY Liability, Commercial General Liability and Automobile Liability insurance as required by, and in the amounts set forth, in the Commonwealth of Virginia Agency Procurement and Surplus Property Manual, as amended (the "Manual"). All insurance required under this Section shall name the Department as an additional insured. The County, or any contractor or other party performing the Work on County's behalf, as the case may be, shall provide to the Department a certificate of insurance evidencing insurance coverage required by this Section prior to commencement.of the Work or entry upon the Department's property, and in addition the Contractor shall provide any bonds required by the Manual in form acceptable to the Department. All insurance coverage required hereunder shall require written notice to the Department at least thirty (30) days prior to any cancellation, renewal or expiration of such coverage. 9. If the Structure is no longer required for its intended purpose, the County will permanently close the structure to the Department's satisfaction at no cost to the Department. Alternatively, in such event the Department may elect to close the Structure and recover its costs from the County up to the amount of the actual costs. 10. To timely perform all maintenance of the Structure when required by the Department. 11. To pay all costs of repair of the roadway over the Structure in the event failure of the Structure causes damage to the roadway. 12. Not to seek indemnification or contribution from the Department for any claims or damages arising from improper maintenance or operation of the pedestrian facility by the County. B. The Department agrees: 1. To accept the operational responsibilities associated with the Structure as part of the highway system carried by the Structure, in keeping with its normal practices and in accord with this Agreement. 2. To coordinate its activities with the County to avoid interfering with the County's activities, events or use of pedestrian facilities within the Structure. 3. To not restrict pedestrian movement on the trail within its right of way without cause. C. Both parties further acknowledge that: 1. The Department in its sole discretion may close the road above the Structure or the Structure itself, as the Commissioner of Highways or his agent deems necessary for the safety of the public or for the proper completion of work. However, the Department will coordinate its activities with the County to avoid interference with the County's activities, events, and use of the pedestrian facility within the Structure. 2. This Agreement does not relieve the parties hereto of their rights and obligations pursuant to any applicable federal or state laws or regulations. Page 3 of 4 202100018386.013 AGREEMENT FOR THE INSPECTION AND MAINTENANCE OF THE GRADE SEPARATED STRUCTURE OF POLO GROUNDS ROAD AND THE BROOKHILL TRAIVGREEN WAY, ALBEMARLE COUNTY While this Agreement is not intended to relieve the parties hereto for any liability to each other for the parties' actions under this Agreement for which the parties may be subject under the law, nothing in this Agreement is intended to limit or waive either party's rights to assert sovereign immunity as a defense to any action against that parry arising from this Agreement. Witness the following signatures and seals: ��111 01 A* Albemarle County Attorney of Supervisors By: Title: IV L-J C&SAV 1 CLtL � J-t Date: ZC7 /r /Z/ Witness: h G..)1 1�:;1C a %AA- Commonwealth of Virginia, Department of Transportation By: Name: 14602r- LJ, /-,(0FM WrM- Date: js ocx- ?DZf Witness: INSTRUMENT 0 202100018386 RECORDED ALBEMARLE CO CIRCUIT COURT CLERICS OFFICE Nov 03, 2021 AT 01:21 pm JON R. ZUG, CLERK by MEB BOOK 05634 PAGE 0587 - 00599 - Page 4 of 4 (D-