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HomeMy WebLinkAboutWPO201600008 Plan - As-built 2023-03-17 (7)SHIMP ENGINEERING, P.C. Design Focused Engineering Glenmore K20I — Phase 2 Road & Utility As -Built Documentation Submission Packet July 18", 2022 912 E. High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com SHIMP ENGINEERING, P.C. Design Focused Engineering February 21, 2023 Mr. Frank Pohl, P.E. County Engineer Albemarle County Department of Community Development RE: Glenmore K2C-II Phase 2 —Road and Utility As -Built Submittal Packet Dear Mr. Pohl, Attached you will find the As -Built Submittal Packet for the completion of the Glenmore K2C-II Phase 2 subdivision and VSMP. Contents: o As -Built Certification Letter from Professional Engineer o Certification of Completion Form by Owner o CBR Test Reports o Compaction Tests Reports o Stone Inspection Reports o Pavement Inspection Reports o Pond Embankment Compaction Report o Pipe Trench Certification Letter o Pipe Interior Video Report o Recorded Plats If you have any questions, please contact us by phone at 434-227-5140 ext 3 or via email at iustin(cilshimp- enoineerino.com. Best Regards, Michael Chandler Shimp Engineering, P.C. As -Built Certification Letter from Professional Engineer Letter provided by Shimp Engineering, P.C. SHIMP ENGINEERING, P.C. Design Dowsed Engineering February 24, 2023 David James Albemarle County Dept. of Community Development 401 McIntire Rd Charlottesville, VA 22902 Re: Engineer's Certification of Improvements Letter— Glenmore K2CII — Phase 2 SUB201600061 Dear Mr. James, I have reviewed the as -built surveys, inspections and conditions of the Glenmore K2CI1 Subdivision Phase 2 improvements. Based on these, I can confirm that the roadways were installed in accordance with the approved plans for the project, except as noted. Specifically, we have surveyed the following. Road A (Drumin Road): • The roadway horizontal and vertical geometry is per the plans. • The roadway base aggregate was installed per the plan. • The base coat of asphalt was installed per the plan. • The top coat of asphalt was installed per the plan. • The traffic and road signs were installed per the plan. • All stormwater conveyance channels are installed per the plan. Road C (Bothwell Lane): • The roadway horizontal and vertical geometry is per the plans. • The roadway base aggregate was installed per the plan. • The base coat of asphalt was installed per the plan. • The top coat of asphalt was installed per the plan. • The traffic and road signs were installed per the plan. • All stormwater conveyance channels are installed per the plan. 1 tt • All stormwater grated inlets were installed per the plan. �V, 6F Gj� O nis M. s IMP y Best Regards, kA,60 vtlo-121 Justin Shimp, P.E. Shimp Engineering, P.C. SHIMP ENGINEERING, P.C. Design Focused Engineering February 21, 2023 Dan Ratzlaff Manager of Engineering Compliance Albemarle County Dept. of Community Development 401 McIntire Rd Charlottesville, VA 22902 Re: Engineer's Certification Letter — Glenmore K2CI1— Phase 2 — Pond B W P0201600059fW PO201600008 Dear Mr. Ratzlaff, I have reviewed the as -built surveys and conditions of the SWM Facilities (Pond B) at Glenmore K2CI1 Subdivision Phase 2, WP02016000591WPO201600008. • 1 hereby certify that the SWM Facility Pond B is constructed in an acceptable manner that meets the intent of the approved plans dated 04-15-2016 with approval date 07-25-2016. While it is not constructed exactly as proposed in the approved plans, the SWM Facility appears to be functioning as designed. We report the following specifically, o The pond size and shape are not constructed exactly per the approved plan; however, they are constructed in a manner that meets the intent of the SWM Plan. This has been verified with routing calculations. o The pond side slopes are constructed per the approved plans. o The top of the dam is constructed 0.4-ft lower than the approved plan, however the bottom of the pond is constructed 1.59-ft lower at the lowest point. Theses elevations and areas have been verified to be adequate based on the routing calculations. o The emergency spillway is constructed 0.12-ft higher and 5.0-ft narrower than the approved, however the elevation and width meet the intent of the SWM Plan. This has been verified with routing calculations. o The primary spillway location material & dimensions are per the approved plan. o The primary spillway invert was constructed 1.06-ft higher than the approved plans. An 8" PVC pipe was installed with an invert at the lowest point of the pond to promote full drain down. With this revised configuration, the pond is constructed in a manner that meets the intent of the SWM Plan. The runoff is still released at rates compliant with the stormwater regulations. This has been verified with routing calculations. Appropriate trashracks have also been installed over each of the orifices. o The primary spillway culvert is installed with a slope of 3.60% rather than the approved 1.05%. However, the slope does not cause any adverse effects. The material used is CMP rather than the approved HDPE however the size is per the approved plan and all discrepancies have been shown to be adequate and meet the intent of the SWM Plan per the calculations. o There is adequate outlet protection at the culvert outfall. Sincerely, Justin Shimp, P.E. Shimp Engineering, P.C. SHIMP ENGINEERING, P.C. Design Focused Engineering February 21, 2023 Dan Ratzlaff Manager of Engineering Compliance Albemarle County Dept. of Community Development 401 McIntire Rd Charlottesville, VA 22902 Re: Engineer's Certification Letter — Glenmore K2CII — Phase 2 — Pond E WP0201600059[W PO201600008 Dear Mr. Ratzlaff, I have reviewed the as -built surveys and conditions of the SWM Facilities (Pond E) at Glenmore K2CI1 Subdivision Phase 2, WPO201600059[WPO201600008. I hereby certify that the SWM Facility Pond E is constructed in an acceptable manner that meets the intent of the approved plans dated 04-15-2016 with approval date 07-25-2016. While it is not constructed exactly as proposed in the approved plans, the SWM Facility appears to be functioning as designed. We report the following specifically. o The pond size and shape are not constructed exactly per the approved plan; however, they are constructed in a manner that meets the intent of the SWM Plan. This has been verified with routing calculations. o The pond side slopes are constructed per the approved plans. o The top of the dam is constructed 3.0-ft higher than the approved plan, however the bottom of the pond is constructed 0.04-ft higher than proposed. Theses elevations and areas have been verified to be adequate based on the routing calculations. o The emergency spillway is constructed 2.30-ft higher than the approved plan, however the elevations meet the intent of the SWM Plan. This has been verified with routing calculations. o The primary spillway location material & dimensions are per the approved plan. o The primary spillway rim was constructed per the approved plan, while the invert was constructed 0.04-ft higher than the approved plan. The orifice was constructed to be 11"x6" rather than the approved 11"x4" with an invert 0.04-ft higher than the approved plan, however they are constructed in a manner that meets the intent of the SWM Plan. The runoff is still released at rates compliant with the stormwater regulations. This has been verified with routing calculations. Appropriate trashracks have also been installed over each of the orifices. o The primary spillway culvert is installed with a slope of 1.13% rather than the approved 0.99%. However, the slope does not cause any adverse effects. The material and size is per the approved plan and all discrepancies have been shown to be adequate and meet theAeataf., the SWM Plan per the as -built routing calculations. o There is adequate outlet protection at the culvert outfall. /177 Sincerely, Gf� m Justin Shimp, P.E. No. 4 193 Shimp Engineering, P.C. ,ea Z 1,7' In Certification Form Completed by Owner To Be Provided Upon Completion by: Glenmore Partners Certificate of Completion This certifies that UWe, Glenmore Partners, LLC , developer(s) of Glenmore Highlands K2CII - Phase 2 Subdivision, have completed installation of all subdivision improvements and all construction conforms to the requirements of the Albemarle County Code and to plans as approved by the County of Albemarle, and any discrepancies have been documented and approved by the County. Me also certify that that all of the construction costs for the improvements, including those for materials and labor, have been paid to the person constructing the improvements. By: �wr� (Signature) (Print Name) .�Lana.,.ir (Print Title) State of V r 1' A "r UWCounty of�— %i I (0 2 (Date) Z The foregoing instrument was subscribed and sworn before me this day of FG�r✓v Z v 23 by S'5 Notary Public 3�r1 My Commission Expires: � Z `,,,.,��pHEN e' ••, Registration #: 7 9 3 Sh 7G� CO "" "' cl NOTARY .•.9�'s- PUBLIc i REG, # 8a3667 v61oe, Rom. 311 ro - MY EXPIRES rojV C q ; ;H OF`,,,, CBR Test Reports Testing provided by Geo-Terrain Organization, Inc. O v Q 'J B �.. ya.. :,4 r.� SN' 49 S � 2' d .p U a lA" S a 35 1 CEENIMORE K2C CBR MAP 100 0 100 200 300 Scale: 1"=100' t 4 4 GEO-TERRAIN ORGANIZATION, INC. "YOUR GOALS FOUNDED ON OUR INFORMATION" August 19, 2019 Glenmore Partners P.O. Box 645 Charlottesville, Virginia 22902 AM; Mr. Jess Achenbach RE: California Bearing Ratio Test Results Glenmore Phase 2 Subdivision COT Albemarle County, Virginia GTO Project No.: 19G-207-030 Dear Mr. Achenbach As requested, Geo-Terrain Organization, Inc. (GTO) has obtained representative samples of pavement subgrade soils at locations estimated using the civil engineering consultant produced plans for the Glenmore subdivision of the above referenced project. Samples were obtained where feasible based upon previous investigation and California Bearing Ratio (CBR) tests were performed to verify the required pavement design thicknesses for the proposed development. The testing includes the subdivision Road A. Station 19+75 to 22+25, and Road C, all. Design parameters were established based upon the traffic count provided by the civil engineering consultant and laboratory testing performed on samples of proposed subgrade soils. The following results were obtained by performing CBR testing in general accordance with Virginia Test Method (VTM) 8. > The soils on site generally classify as sandy silts, with traces to little gravel and rock fragments, and mica. As tested, these materials have an average soil support values, confirmed by an average CBR value of 5.9. In paved areas, the soil up to six (6) inches below planned subgrade elevations for controlled fills should be compacted to ninety five percent (95%) of its maximum drydensity as determined by VTM-1 (AASHTO T-99) Specifications. The final six (6) inches up to subgrade should be compacted to at least one hundred percent (100%) of its maximum dry density. Moisture contents of the subgrade should conform to the moisture specifications set in the VDOT Road and Bridge Specification manual. Any sidewalk. curb and gutter, and driveway areas should also be treated as above Thefollowing recommended pavementsection is based onthe VDOTVaswani design method for Secondary Road Pavement, using the above mentioned average CBR value of 5.9. This value should be representative of the soils that may be encountered at pavement subgrades. The resiliency factor for the soil, given by the site location in Albemarle County and soil classifications, is 1.5, and the thickness equivalency factor used is 1.67. The design traffic volume is estimated to be 230 and 180 vehicles per day, one direction, for Road A and Road C, 1 00-A INTERSTATE BUSINESS PARK FREDERICKSBURG, VA 22405 0 OFFICE: 540-36B-5724 0 FAX: 540.36B-5725 Glenmore Partners Re: California Bearing Ratio Test Results Glenmore Phase 2 Subdivision COT August 19, 2019 respectively. This traffic volume was assumed to contain five (5) percent heavy truck traffic. If the minimum pavement design shown on the approved plans is greater than the designs listed below in thickness, the plan designs shall be utilized. Pavement Sections for Road A. station 19+75 to 22+25• Asphaltic Concrete Surface Course, VDOT SM-9.5 2.0 inches Aggregate Subbase Course, VDOT 21AB 6.0 inches Pavement Sections for Road C• Asphaltic Concrete Surface Course, VDOT SM-9.5 2.0 inches Aggregate Subbase Course, VDOT 21AS 6.0 inches ➢ Subgrades that have been exposed to weather changes or disturbances should be scarified approximately six (6) inches and recompacted to 100% of Maximum Dry Density immediately prior to the placement of the aggregate base course. The roadway subgrade is also subject to proofroll utilizing fully loaded tandem axle dump truck or similar pneumatic tire equipment to verify stability prior to the placement of the aggregate base course. Thank you for the opportunity to assist you in this capacity. If you have any questions regarding this letter, please do not hesitate to contact our office. G Sincere) Geo-T rani tin e _�.e a,F E. Engineer ' IIT,.. �� C'./GTO Documents/GTO Geotechnical 2019/19G-207-030/Glenmore Phase 2 CBR Letter &19-19.doe Virginia Department of Transportation — Pavement Design Guide ® 1996 (rev2000) Appendix IV Flezible Pavement Design Worksheet for New Subdivision Streets This sheet is intended for use and submission in conjunction with V T's Subdivision Street Renniremenm County Date: / Subdivision Street Name14425&-/ 9f 7 U t<l T Developer Phone: '4 - 7- -Y!/a n a rro)ecte0 =no for ine street segment considered, as defined in the Subdivision Street Requirements. CBRD Design CBR = Average of CBRT x 2/3 and modified only as discussed in the Pavement Design Guide. CBRT CBR value of the subgradc sample, taken and tested as specified in the Pavement Design Guide DME VDOT District Matenais Engineer EPT Equivalent projected traffic HCV Number of Heavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more tires). %HCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles. RF Resiliency Factor = Relative value of the subgrade spil's ability to withstand repeated loading. SSV Soil support value of subgrade (SSV = CBRo x RF) DP Thickness index of proposed pavement design computed by the Conventional Pavement Design Method DR Thickness index required, based on Design ADT and SSV, determined by Appendix II. Step?-Ueterrnine DesignV.alu tepee Determrn ^ Ign1�.r 4 a a �CHR"32F ariii'RCV. %HCV = 100 x HCV x ADT) or 20 x HCV Note: For %HCV D 5016, use ADT �j � r G• Source Table Note: For A endi 9/OHCV>5%, # r DME a rot EPT>ADT #2 # Value •0 RF For preliminary desigre, use the lowest RF value in the equation Use greater of ADT or EPT LSO CBpRD x -. RF$ L - Step3'Pavement:Design (Check appropriate box and show proposed pavement design beIow.) ❑ (A) Limited t0 DESIgn, ADT S 400 •Show pavement material notatioro and thickness from Appendix IV Tables A and B. ❑ (B) Show pavement section as developed in the Pavement Design Guide. DR = k 8 (See Appendix nI for material notations and thickness equivalency values (a)). from ADcendix L Description of Proposed Pavement Section Material Notation Thickness, h a (a : h) Surface S(/./-Q•5,4 Z•d /•67 g. S Basetip 6. D Subbase Dp must equal or exceed the value of DQ. D- = r(u x h) 26 Virginia Department of Transportation — Pavement Design Guide C 1996 (rev2000) Appendix IV Flezible Pavement Design Worksheet for New Subdivision Streets This sheet is intended for use and submission in conjunction with VDOT's Subdivision Street Requirements County Date: f / Lp Subdivision Z Street Name Developer Phone: ADT Projected traffic for the sheet segment considered, as defined in the Subdivision Street Requirements. CBRD Design CBR = Average of CBRT x 2/3 and modified only as discussed in the Pavement Design Guide. CBRT CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide DME VDOT District Materials Engineer EPT Equivalent projected traffic HCV Number of Heavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more tires). %HCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles. RF Resiliency Factor = Relative value of the subgmde soil's ability to withstand repeated loading. SSV Soil support value of subgrade (SSV = CBRD x RF) DP Thickness index of proposed pavement design computed by the Conventional Pavement Design Method Da Thickness index required, based on Design ADT and SSV, determined by Appendix IL to etermin Step 2 Determine Designl/alues CBR RF,-andSSv ADT Sample DBRT Resiliency Factor %HCV = 100 x HCV x ADT) or 20 x HCV Note: For %HCV ❑ 5%, use ADT S�I r 41 is Sour Value # 2 Table 1 /ef' Note: For O/eH��T' # 3 i- d Appendix I 1.0 # S DME approved RF /•T # For preliminary designs, use the lowest RF # value in the equation CBRD x RF S- Design ADT Use greater of ADT or EPT -.Step"3C�PeVEment:D2Sign(Check appropriate box and show proposed pavement design below.) ❑ (A) Limited to Design ADT 5 400 - Show pavement material notations and thickness from Appendix IV Tables A and B. ...................... _-------------- .------------------------------------------------------------------------- QQ--------------- ❑ (B) Show pavement section as developed in the Pavement Design Guide. Da = dd� (See Appendix to for material notations and thickness equivalency values (a)). from Appendix 11 Description of Proposed Pavement Section Material Notation Thickness, h a (a x h) Surface Z.O Base C) Subbase Dp must equal or exceed the value of DR. Do = Z(a x h) = f 3 BEARING RATIO TEST REPORT VTM-008 (2005) 200 2 160 1.6 I :y a 120 1.2 c N o_ D: 4) O m a+ 80 0.8 d c ar a 40 I 0.4 0 0 0.2 0.3 0.4 0.5 0 24 48 72 96 0 0.1 Penetration Depth (in.) Elapsed Time (hrs) _ Molded Soaked CBR%) —_-..0I Linearity�)S( . F�DN�Swity-Percent ofMoisture Density Percent of Moisture -- - 0.10 in 0.20 in. Correctionll S Max. Dens. (%) (pcf) Max. Dens. (>/o) (in) 1 O 107.2 100.1 182 105.7 98.7 27.4 6.1 5.6 0.000 10 1.5 2 0 3 ❑ Material Description tISCS Max. Dens. Optimum Moisture LL PI C Brown sandy Silt, trace mica and rock fragments ML 107.1 18.2 0 0 Project No: 19G-207-030 Test Description/Remarks: Project: Glenmore 2 Subdivision COT Standard Proctor Compaction Source of Sample: Road A, Station 20+00 Depth: subgrade Sample Number: A Date: 8-19-19 BEARING RATIO TEST REPORT Geo-Terrain Organization Figure tiBk 120 Mile] 100 RA Moisture -Density Relationship Test 12 14 16 18 20 22 24 Water content, % —e--- Rock Corrected --c�- Uncorrected Test specification: ASTM D 698-91 Procedure A Standard ASTM D4718-15 Oversize Corr. Applied to Each Test Point ?AV for 3p.G. _ >.65 Elev/ Classification Nat. G. LL PI %> %< Depth USCS AASHTO Moist. Sp.#4 No.200 subgrade NIL A-4(0) 17.6 2.65 0 0 6.6 69.5 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 107.1 pcf 104.4 pcf Bronn sandy Silt. trace mica and rock fragments Optimum moisture = 18.2 % 1 19.4 % l Project No. 19G-207- Client: Red Dirt Developments Remarks: Project: Glenmore 2 Subdivision COT o Source of Sample: Road A. Station 20+00 Sample Number: A Geo-Terrain Organization Figure BEARING RATIO TEST REPORT VTM-008 (2006) 200 1 i 160 0.8 .N a U 120 0.s c Y N .y e a1 � N O cc m 80 0.4 C a a0 01 0 0 0 0.1 0.2 0.3 0.4 0.5 0 24 48 72 96 Penetration Depth (in.) Elapsed Time (hrs) ---- _ Molded _ Soaked _...--- CBR (%) ------ Linearity Max. 1771*�(PrAdI)tyPercent Moisture t_... Density Percent of Moisture _ 0.101n. 0.20 In. Correction Surcharge Ilbs.l Swell s. Max. Dens. (%) (pcf) Max. Dens. (%) (in.) (,/0) O 112.0 100 16.8 110.9 99 25.5 - 7.1 6.5 -- --- 0.000 10 1 — 2 A ---- - ----- — -- LL 3❑ — - Material Description uses Max. Dens. Optimum Moisture ILL PI e °/, Brown and Reddish Brown sandy Silt, trace mica, rock fragments, and clay ML 112.0 16.9 35 2 Project No: 19G-207-030 Test Description/Remarks: Project: Glenmore 2 Subdivision COT STandard Proctor Compaction Source of Sample: Road A and Road C Intersection Sample Number: B Depth: subgrade Date: 8-19-19 BEARING RATIO TEST REPORT Geo-Terrain Or anization Figure Moisture -Density Relationship Test 130 120 o- -a —._. 110 w V CL c 100 -- - ZAV for - - Sp.G. _ - - 2.65 90 80 10 12.5 15 17.5 20 22.5 25 Water content, % —w-- Rock Corrected —0-- Uncorrected Test specification: ASTM D 698-91 Procedure A Standard ASTM D4718-15 Oversize Corr. Applied to Each Test Point Elev/ Classification Nat. %> %< Depth Moist. Sp.G. LL PI #4 No.200 USCS AASHTO subgrade NIL A-4(2) 18.6 2.65 35 2 6.3 67.9 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 112.0 pcf 109.5 pcf Brown and Reddish Brown sandy Silt, trace mica, rock fragments, and clay Optimum moisture = 16.9 % 17.9 % Project No. 19G-207- Client: Red Dirt Developments Remarks: Project: Glenmore 2 Subdivision COT c Source: Road A and Road C Intersection Sample No.: B i Geo-Terrain Organization Figure BEARING RATIO TEST REPORT VTM-008 (2006) zoo 2 160 1.s Ca 0 120 1.2 C R �) .y ZZ d O 'a+ y A .y 80 0.8 d C ae ao 0.4 0 0 0 0.1 0.2 0.3 04 0.5 0 24 48 72 96 Penetration Depth (in.) Elapsed Time (hrs) — __. Molded Fo�(epncefl)v Soaked CBRR06) -_-_ Linearity Surcharge Max. 0.101n. 0.20 In. Moisture Parcentx. DensityMax.DPercent Moisture a Correction (Its.) Swell De s. Max. Dens. 1�1 s. (Pcf) ax. Dens. (ye) (In.) (%) 1 O 106.9 100 18.9 105.6 98.8 28.1 5.0 4.9 0.000 10 1.3 2 0 -- 3 ❑ Material Description USCS Max. Dens. Optimum Moisture LL PI C Brown sandy- Silt, trace mica and rock fragments ML 106.9 18.9 0 0 Project No: 19G-207-030 Test Description/Remarks: Project: Glenmore 2 Subdivision COT Standard Proctor Compaction Source of Sample: Road C, Station 10+00 Depth: subgrade Sample Number: C Date: 8-19-19 BEARING RATIO TEST REPORT Geo-Terrain Or anization Figure Moisture -Density Relationship Test 120 110 o ui 100 r. a w c - - -- - ---- --- - -- - -- - --- - ZAV for Sp.G. _ 2.65 - -.... -- 90 80 _ — - — - - — ----- 70 --------- — ------- - - -- 13 15 17 19 21 23 25 Water content, % W-- Rock Corrected p-- Uncorrected Test specification: ASTM D 698-91 Procedure A Standard ASTM 04718-15 Oversize Corr. Applied to Each Test Point Elevl Depth Classification Nat Moist. Sp. LL PI % a #4 % < No.200 USCS AASHTO subgrade ML A-4(0) 17.5 2.65 0 0 5.1 74.7 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 106.9 pcf 104.8 pcf Brown sandy Silt, trace mica and rock fragments Optimum moisture = 18.9 % 19.8 % Project No. 19G-207- Client: Red Dirt Developments Remarks: Project: Glenmore 2 Subdivision COT ,c Source of Sample: Road C. Station 10+00 Sample Number: C Geo-Terrain Organization Figure Particle Size Distribution Report 101 91 8( 7( 6( 5( 4C 3C 2C t0 0 All � ME u■ I IIIIII Isi n� u� �I m Us �� ids oil 11 Is III I Is MONSOONIlls %+3. Coarse Fine Coan 0.0 0.0 5.1 2.4 SIEVE SIZE PERCENT FINER SPEC.' PERCENT PASS? (X=NO) .375 100.0 #4 94.9 #10 92.5 #40 90.6 #200 74.7 4 SIZE - mm. % Sand % Fines ,dium Fine 1.9 15.9 74.7 Material Description Brown sandy Silt, trace mica and rock fragments Atterbera Limits PL= 0 LL= 0 PI= 0 Coefficients D90= 0.3770 D85= 0.1955 D60= D50= D30= D15= D10= CU= CC= Claselfication USCS= ML AASHTO= A-4(0) Remarks ' (no specification provided) Source of Sample: Road C, Station 10+00 Depth: subgrade Sample Number: C Date: 8-19-19 Client: Red Dirt Developments Goo -Terrain Organization Project: Glenmore 2 Subdivision COT BEARING RATIO TEST REPORT VTM-008 (2005) 200 2 1s0 1.6 el a V 120 1.2 C N .y o 4> � d O U) A 80 0.6 m c a a0 0.4 0 0 0 0.1 0.2 0.3 0.4 0.5 0 24 48 72 96 Penetration Depth (in.) Elapsed Time (hrs) -.____. Molded -_ _ Soaked - __ _._. CBR(%) _ Linearity Max. Mosture F:(P-c,;0tYMax.orcDens. moisture D(Pcf) Percent Moisture 0.10 in. 0.20 In. Correction Surcharge (Ibs.) Swell s. az. Dens. (X) s. (pcf) Max. Dena. (y,) (la) (%) 1 0 106.3 100 18.1 105.0 98.8 28.7 5.4 5.2 0.000 10 1.3 20 3 ❑ Material Description USCS Max. Dens. Optimum Moisture LL PI Brown and Reddish Brown sandy Silt, trace mica, rock fragments, and clay ML 106.3 18.0 40 4 Project No: 19G-207-030 Test Description/Remarks: Project: Glenmore 2 Subdivision COT Standard Proctor Compaction Source of Sample: Road C, Station 14+85 Depth: subgrade Sample Number: D Date: 8-19-19 BEARING RATIO TEST REPORT Geo-Terrain Organization Figure Moisture -Density Relationship Test 120 110 ZAV for Sp.G. _ 100 w 2.65 V T C 90 80 70 -------- 13.5 15 16.5 18 19.5 21 22.5 Water content, % +- Rock Corrected --p-- Uncorrected Test specification: ASTM D 698-91 Procedure A Standard ASTM D4718-15 Oversize Corr. Applied to Each Test Point Elev7 Classification Nat. %' Depth Moist. S G. P LL PI #4 No.200 USCS AASHTO subgrade ML A-4(4) 18.9 2.65 40 4 5.0 72.3 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 106.3 pcf 104.3 pcf Brown and Reddish Brown sandy Silt, trace mica, rock fragments. and clay Optimum moisture = 18.0 % 18.8 % Project No. 19G-207- Client: Red Dirt Developments Remarks: Project: Glenmore 2 Subdivision COT I o Source of Sample: Road C. Station 14+85 Sample Number: D Geo-Terrain Organization Figure 101 91 8( 7( 6( 5( 4( 3C 2C it Particle Size Distribution Report V�I 1■ �n � �� 1111�� r�l I IC III �■I I�YII ICI I �11 nl II I ICY %+3" 0.00 SIEVE SIZE PERCENT FINER SPEC.* PERCENT PASS? (X=NO) .375 100.0 #4 95.0 #10 92.8 #40 85.3 #200 72.3 . (no specification provided) Source of Sample: Road C, Station 14+85 Sample Number: D Fina 81R 13.0 72.3 Material Description Brown and Reddish Brown sandy Silt, trace mica, rock fragments, and clay Atterbern Limits PL= 36 LL= 40^ PI= 4 Coefficients D90= 0.9452 D85= 0.4054 D60= D50= Dgp= 015= D10= Cu= Cc= Classification USCS= ML AASHTO= A4(4) Remarks Depth: subgrade Client: Red Dirt Developments Geo-Terrain Organization Project: Glenmore 2 Subdivision COT Date: 8-19-19 Moisture -Density Relationship Test 130 - -- -- - -- 120 -------- ----_._----- ---- -- -- ----- ---- ------ 110 T I Z 0 I - 100 ZAV for Sp.G. _ - --- 2.65 --- - 90 --- ----- - - -- — -- - --- ------ -- - - i 80 - 10 12.5 15 17.5 20 22.5 25 Water content, % --� - Rock Corrected --<D-- - Uncorrected Test specification: ASTM D 698-91 Procedure A Standard ASTM D4718-15 Oversize Corr. Applied to Each Test Point Elev/ Depth Classification Nat. Moist. Sp.G. LL PI %> %< No.200 USCS AASHTO 414.6 2.65 10.6 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum drydensity = 113.9 pcf 109.7 pcf Brown and Reddish Bron sandy Silt, trace mica and rock fragments Optimum moisture = 16.1 % 17.7 % Project No. 19G-207- Client: Red Dirt Developments 'Remarks: Project: Glenmore 2 Subdivision COT c Source of Sample: Cut from Lots Along Road C Sample Number: 2 Figure Geo-Terrain Organization Soil Compaction Test Report Testing provided by Geo-Terrain Organization, Inc. GEO-TERRAIN ORGANIZATION, INC. "YOUR GOALS FOUNDED ON OUR INFORMATION" June 28, 2019 Glenmore Partners P.O. Box 645 Charlottesville, Virginia 22902 Attn: Mr. less Achenbach RE: Soil Subgrade Stability and Compaction - Road A and C Glenmore Phase 2 Subdivision COT Albemarle County. Virginia GTO Project No.: 19G-207-030 Dear Mr. Achenbach: As requested, Geo-Terrain Organization, Inc. (GTO) has visited the above referenced project site on various occasions to check stability of the subgrade soils of the proposed road for the project. Observations included the stability of the proposed subgrade under dynamic loading (proofroll) for the new Road A, station 19+75 to 22+25, and Road C, all, as well as compaction testing in general accordance with Virginia Department of Transportation requirements. Ourstaff has exercised the degree of care normally associated with a project of this type. All inspections were performed in general accordance with 2012 IBC Section 1704 requirements for special inspections. A fully -loaded, pneumatic -tired tandem axle dump truck was observed on -site at proposed subgrade elevations to proofroll the proposed roadway. Minimal deflection and rutting within the out to grade and the backfilled subgrade section of the proposed roadway was observed. This observation indicates an acceptable condition for the roadway subgrade. GTO personnel checked the in -place density of the soil subgrade. The subgrade soils were checked by our laboratory for maximum dry density. In addition, field density testing using nuclear methods (ASTM D2922) were performed to check backfill placement. Test results indicate soil subgrade as of June 24th, 2019 appears to conform to project specifications with regards to in -place density. Please seethe field test results listed below and the attached laboratory data sheets enclosed for additional information. Summary of Soil Subgrade Density - Road A Dry n Elevation. Density Moisture Maximum Percent F=22+25 (� (%) Density Compaction 1• 110.9 17.0 1 13.9 97.4 Station 22+50 Subgrade 114.0 16.4 113.9 100+ 100-A INTERSTATE BUSINESS PARK FREDERICKSBURG, VA 22405.0FFICE: 540-35 -5724* FAX: 540-36a-5725 Southern Development Re: Soil Subgrade Stability and Compaction Glenmore Phase 2 Subdivision COT June 28, 2019 Page 2 Summary of Soil Subgrade Density - Road C Location Elevation. Dry Density Moisture Maximum Percent (P0 (�) Density Compaction (pco Station 12+75 d' 111.4 17.4 113.9 97.8 Station 12+75 Subgrade 113.7 16.1 113.9 99.8 Based upon the laboratory test results (113.9 pcf maximum dry density, 16.1 percent optimum moisture), and field test results, It appears the soil subgrade for the Glenmore Phase 2 subdivision roadways has been prepared to a satisfactory condition with regards to soil density and moisture. Thank you for the opportunity to assist you in this capacity. If you have any questions regarding this letter, please do not hesitate to contact our office. C:/GTO Documents/GTO Geotechnical 2018/18G-012-136/Glenmore 2 Proofroll Compaction Letter 6-2819.doc Stone Inspections Reports Testing provided by Geo-Terrain Organization, Inc. GEO-TERRAIN ORGANIZATION, INC. "YOUR GOALS FOUNDED ON OUR INFORMATION" August 20, 2019 Glenmore Partners P.O. Box 645 Charlottesville, Virginia 22902 Attn: Mr. Jess Achenbach RE: Stone Subbase Depth and Compaction - Road A and C Glenmore Phase 2 Subdivision C07- Albemarle County, Virginia GTO Project No.: 19G-207-030 Dear Mr. Achenbach: As requested, an engineering representative of Geo-Terrain Organization, Inc. (GTO) has visited the above referenced project site on various occasions to check the Virginia 21A stone base conditions for the new Road A, station 19+75 to 22+25, and Road C, all. Our staff has exercised the degree of care normally associated with a project of this type. On July 1n, 2019, GTO personnel observed the stone base already placed. The stone subbase area was proofrol led using the available fully loaded, tandem axle on -road dump trucks delivering stone to the site and observed by GTO personnel. In addition, thickness was checked at the proposed compaction test locations and was found to be in excess of eight inches at every location. The area appeared to be stable and sufficiently prepared to test for in -place density. GTO personnel checked the stone base placement. The Virginia 21A stone was tested for maximum dry density using the one -point proctor method (VTM-12), resulting in a weight of 146.5 pounds per cubic foot at an optimum moisture of 8.0 percent. In addition, field density testing using nuclear methods (ASTM D2922) were performed to check backfill placement. Test results indicate stone base as of September 3,d, 2019 appears to conform to project specifications with regards to in -place density. Please see the field test results listed below for additional information. Summary of Stone Base Density - Road A and C Location Elevation Dry along Below Density Moisture Maximum Percent roadway Base Elev. (pcf) (%) Density Compaction (station) (ft) (PCf) A, 20+50 0 140.8 7.0 146.5 96.1 A, 21+75 0 143.0 7.5 146.5 97.6 C, 10+25 0 142.1 6.8 146.5 g7 0 100-A INTERSTATE BUSINESS PARK FREDERICKSBU RG, VA 22405 0DFFIC E: 540-36B-5724 • FAX: 540-368-5725 Glenmore Partners Re: Stone Subbase Depth and Compaction - Road A and C Glenmore Phase 2 Subdivision COT August 20, 2019 Page 2 +00 F 0 140.3 7.2 146.5 95 8+25 0 144.4 7,3 146.5 98 6 Based upon the test results, it appears the stone subbase for the new development area has been prepared to a satisfactory condition with regards to soil density and moisture. Thank you for the opportunity to assist you in this capacity. If you have any questions regarding this letter, please do not hesitate to contact our office. RespectfulI mitte , Geo-Ter an'z ti c. /)� �c -V ..�{ -- P e . Fa ra, P.E'+ \0• -,6 t eotechnical Enginelar-3, . C./GTO Document Folder/GTO Geotechnicel 2019/19G-207-030/Glenmore 2 Stone Letter 5-20-19.dod''gv 11 b Y:ba Pavement Inspection Reports Testing and Certification provided by S.L. Williamson Company, Inc. S.L.WILLIAMSON COMPANY, INC. ASPHALT PAVING AND ROAD CONSTRUCTION Surface Weight Weight Weight Date Phase House # Dry Under SSD Volume Gmb Gmm % Gmm Oct-22 1 1 413 1 955 1 559.6 1 958.6 1 399 1 2.39 1 2.592 92.3 Oct-22 1 1 518 1 864.2 1 508 1 866.2 1 358.2 1 2.41 1 2.592 93.1 Oct-22 2 560 766.4 456.9 775.1 318.2 2.41 2.592 92.9 Oct-22 2 720 858.1 510.1 866.5 356.4 2.41 2.592 92.9 Oct-22 2 745 1187.1 698.4 1192.9 494.5 2.40 2.592 92.6 Oct-22 3 818 839.9 503.3 854.2 350.9 2.39 2.592 92.3 Base Weight Date Phase House # Dry Weight Weight Under SSD Volume w7l, Z Average; 92.7 Gmm % Gmm Jun-17 1 1 1 413 1 1907.4 1 1150 1 1913.5 1 763.5 1 2.50 1 2.633 1 94.9 Jun-17 1 1 1 518 1 1829 1 1106.3 1 1832.1 1 725.8 1 2.52 1 2.633 1 95.7 May-19 2 560 2137.6 1301.4 2140.8 839.4 2.55 2.650 96.1 May-19 2 720 1565.3 938.9 1568.3 629.4 2.49 2.650 93.8 May-19 1 2 1 745 1 1757.8 1 1053.6 1 1765.3 1 711.7 1 2.47 1 2.650 93.2 Apr-22 1 3 1 818 1 1487.9 1 885.6 1 1498.2 1 612.6 1 2.43 1 2.648 91.7 Average! 94.2 TEL 434-295-6137 • 800-868-6137 • FAx 434-977-7852 I 1230 RIVER ROAD • CHARLOTTESVILLE, VIRGINIA 22901 www.s1williamson.com 4. - , PHASE 9IG FOR INCASES ALL .MILE AND AININCT EMIR PNASE F R AFLL A. All EMBCPoIIS Silk PHASES 2 &S. MILE MAINTAMWc THE TIMBER bUrrEF Ai 9VGnN RiUCT SANITARY UNE AS' DIED D SEVER PRASE O i n+ PHASE z consmucna+. LIMITS or //'"� _ :� _ _ ••.'`/ DISTURBANCE � ly �` • M,�,:// .; Q _e �/i/'l�r�» 11 ®,1,, • 1 1 \ �p \ s- _ +, LJMJ-S OF t@' / 61'UMANCE £: • \ - ( P llge. �.. 'uS AIMRs CF 1 /: • _ \:r. f• 1 E T,B D !DISTURBANCE ',�' m /. i�,- �� , • \ s% / � • , I � C�-h`® ,a. °,, III / \` III ' >/ ® . \\ 9 �„ \\ �� • \ • / -� •4T . DZ > 1RUTSANITARY 11 AS UNITS OF O Sr�I TO 2 CO PNASF 2 DISTURB / min ASE 2 CENSIRUC �\ � \ / \ .•\ POND BY OTHER& DE FROM ao � — Asphalt Concrete Density Acceptance Test Report - Method A Acceptance by Plugs/Cores Production Date: 9/30/19 Project/Schedule Number: Glenmme Test Section (Lot) #: Base Total paved length (ft): 1,975 Calculated tonnage: 543.13 Asphalt Mix Type: Control Strip Information: 1. Control Strip Number and Date: 3. Min Longitudinal Joint Density: BM-25 Acceptance Testing Results By Plugs/Cores: Route & Direction: County: From (Station, MP): Application Width (ft): Asphalt Producer: Job Mix ID: Glenmore Phase 2 Albemarle 15 SLWCO 7017-2019-52A 2. CS Density: lbs/ft3 Ibs/ft' (= 95% CS Density) Lane(s): Paving Contractor: To (Station, MP): Application Rate (Ibs/sy): Asphalt Plant: Nuclear Gauge Serial #: Daily Grain: 2.65 Plant Lot & Sample #(a) for Gram testing: SLWCO 330 Shadwell Sub lot Distance Offset (ft) (ft) Thickness Weight in H2O (in) Weight in Air [A] [B] SSDWeight [C] Grab (A/(C- Volume(C-B) B)) %Cttnm Bonus Eligible Longitudinal Joint Density Left(lbs/ft33 Right(Ibs/ft3) 1 2.75 1 1304.2 792 1308.2 516.2 1 2.53 1 95.5% FALSE 2 i 1 1 i i i 3.5 1 1716.9 1 1034.6 1 1723.6 1 1 1 i i 689 1 2.49 1 94.0% 1 1 FALSE i i 1 3 FALSE 4 FALSE 5 FALSE 6 i i i ------------ ------------- i i i i i i i i i ----------- y------------------ y--------------- -_________________ i i i i i i ________________t____________+_____________ FALSE _______________ i i 1 _______________+_______________ 7 I 1 1 1 1 i i i 1 1 i i FALSE 1 i Pay Factor from S31511PI Table III-4A: Field Level II Technician: Inspector: David Wyant Averages: 2.510 94.7% I Percent of sub lots meeting bonus criteria Comments: Cores cut from project, tested and compared to design Grain. Date: 9/29/19 Pond Embankment Compaction Report Provided by: Stevenson Consulting I►fbi2:149 Q012Wi/a*51 Field Density Inspection Time of Arrival:11:00 AM Time of Departure:3:00 PM Trip Charge*: Mileage*: 24 *will be billed in accordance with contract Total Time On Site: 4.00 Other: Travel Time*: 1 Total Time: 5.00 Prepared by Stevenson Consulting, Inc. * 2116 Berkmar Dr., Suite B, Charlottesville, VA 22901 * 540.552.1575 WWW.STEVENSONCONSULTING.NET This report constitutes a summary of observations and tests performed by our field representative and is subject to review and revision by our managers and engineers. The statements made herein do not constitute a certification. Approval of work for final acceptance can only be made by our managers and engineers. Interpretations based on this data are the responsibility of others. STEVENSON CONSULTING, INC. Project: Glenmore K2C11 Detention Ponds Permit #: Location: Albemarle County, VA Client Name:Red Dirt Developments Contractor: DAILY FIELD REPORT Day & Date:Wednesday,12/28/2022 Project #:7-1981 RepresentativeJohn Kessler Temp Range:34 Weather: Clear Description of Work: Location: Field Density Inspection Glenmore, K2C II A, B, C, D, & E POND EMBANKMENTS Tests Performed: 15 Problems/Non-Compliances/Failing Tests: No INSPECTION FINDINGS: A Stevenson Consulting, Inc. representative was requested to perform field density tests on compacted structural fill that had been previously placed.15 field density tests were performed today utilizing the nuclear test method ASTM D6938. The field density tests indicate relative compaction to at least 95 percent of the maximum dry density in accordance with Stanadard Proctor at the locations and elevations tested. The specification requirement for this project is 95 percent compaction according to the same standard. The field density test locations and elevations are based on data supplied by others; Stevenson Consulting cannot be responsible for structures located off of the observed engineered pad, misaligned utilities, stakeout errors causing uncontrolled fill to be placed within structural areas, or other concerns due to incorrect locations and elevations. Field density tests were referenced to test results performed in .our lab Field density test results were reported to the contractor. Please see the attached sketch for the approximate limits of fill placement and field density test locations. This testing was conducted on a spot-check basis since we were not present on site while filing and compaction was in progress. Thus, field density test results indicate relative compaction only at the location and grade tested. Spot density test results included in this report are intended to assist in evaluating whether the work is in general compliance. Spot testing on a periodic basis is not intended to provide adequate data to evaluate full compliance with earthwork compaction requirements The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions and report those opinions to the client. The presence and activities of the engineer's representative do not relieve the contractor's obligation to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequence of construction. We have performed our services in accordance with generally accepted geotechnical engineering practices. We make no warranty; either expressed or implied, as to the professional services provided. This report is the instrument of service of a professional engineer. Any conclusions drawn from this report should be discussed with the professional engineer involved. STEVENSON CONSULTING, INC. FIELD DENSITY TESTS Project Name Glenmore K2C11 Detention Ponds Project # 7-1981 Date December 28, 2022 Technician John Kessler Client Job # Weather Clear Client's Name Red Dirt Developments Permit Temp (r) 34 General Contractor TESTS Test# Test Depth Moisture (inches) % Dry Density Proctor # Excavator %of %of Proctor Proctor Spec. Actual Pass/Fail Elevation Below Finish Grade (Ft) Is This A Retest? Depth of Fill Placed (Inch) 0 Location: Grid Coordinates or Roadway Station 1 6 26.7 96.9 102 95 95.0 Pass 0 NO Glenmore K2C II, POND EMBANKMENT A, A-01 2 6 25.1 100.8 102 95 98.8 Pass 0 NO Glenmore K2C II, POND EMBANKMENT A, A-02 3 6 24.5 97.6 102 95 95.7 Pass 0 NO Glenmore K2C II, POND EMBANKMENT A, A-03 4 6 25.6 98.5 102 95 96.6 Pass 0 NO Glenmore K2C II, POND EMBANKMENT B, B-01 5 6 22.7 99.4 102 95 97.5 Pass 0 NO Glenmore K2C II, POND EMBANKMENT B, B-02 6 6 22.6 97.1 102 95 95.2 Pass 0 NO Glenmore K2C II, POND EMBANKMENT B, B-03 7 6 29.3 98.4 102 95 96.5 Pass 0 NO Glenmore K2B II, POND EMBANKMENT B, B-04 8 6 22.4 99 102 95 97.1 Pass 0 NO Glenmore K2B II, POND EMBANKMENT C, C-01 Test Location Established By: Contractor PROCTOR INFs' Proctor # Depth of Elevation of Compaction Test Established by: Contractor Equipment Used: Visual Description Test Conducted Vibratory On Tests performed in: your Laboratory Maximum Density (PCF) # of Intermittent Basis passes 6 ❑ Material Suppliers Laboratory Opt. Moisture (%) Proctor 89.4 Dark brown silt 89.4 29 Standard 102 Red shale 102 23 Standard REMARKS Reported To: FR015.LB-202103 STEVENSON CONSULTING, INC. FIELD DENSITY TESTS Project Name Glenmore K2C11 Detention Ponds Project # 7-1981 Date December 28, 2022 Technician John Kessler Client Job # Weather Clear Client's Name Red Dirt Developments Permit Temp (r) 34 General Contractor TESTS Test# Test Depth Moisture (inches) % Dry Density Proctor # Excavator %of %of Proctor Proctor Spec. Actual Pass/Fail Elevation Below Finish Grade (Ft) Is This A Retest? Depth of Fill Placed (Inch) 0 Location: Grid Coordinates or Roadway Station 9 6 25.6 98.8 102 95 96.9 Pass 0 NO Glenmore K2C II, POND EMBANKMENT C, C-02 SO 6 26.8 98.6 102 95 96.7 Pass 0 NO Glenmore K2C II, POND EMBANKMENT C, C-03 11 6 18.5 85.7 89.4 95 95.9 Pass 0 NO Glenmore K2C II, POND EMBANKMENT D, D-01 12 6 20.1 88.5 89.4 95 99.0 Pass 0 NO Glenmore K2C II, POND EMBANKMENT D, D-02 13 6 23.4 86 89.4 95 96.2 Pass 0 NO Glenmore K2C II, POND EMBANKMENT D, D-03 14 6 28.2 85.1 89.4 95 95.2 Pass 0 NO Glenmore K2C II, POND EMBANKMENT E, E-01 15 6 32 85 89.4 95 95.1 Pass 0 NO Glenmore K2C II, POND EMBANKMENT E, E-02 Test Location Established By: Contractor PROCTOR s ' s Proctor # Depth of Elevation of Compaction Test Established by: Contractor Equipment Used: Visual Description Test Conducted Vibratory On Tests performed in: E] Our Laboratory Maximum Density (PCF) If of Intermittent Basis Passes 6 ❑ Material Suppliers Laboratory Opt. Moisture (%) Proctor 89.4 Dark brown silt 89.4 29 tandard 102 Red shale 102 23 tandard REMARKS Reported To: FR015.LB-202103 I Cl � Site Photos STEVENSON CONSULTING, INC Pipe Trench Installation Certification Letter by Contractor — Phase 2 Letter provided by Goodman Excavating — Dino Goodman February 10, 2023 Mr. David James County of Albemarle Dept. of Community Development Re: Pipe Installation Certification Letter — Glenmore K2CII — Phase 2 SUB201600061 1 WPO201600059 Dear Mr. James, Please accept this letter as certification that all conveyance pipes and manhole structures on this site were installed according to the Virginia Department of Transportation (VDOT) standards. Specifically, the following methods and standards were implemented. • Excavation o All utilities on -site were located by Miss Utility to ensure there were no unknown conflicts before excavation. o Survey stake -outs were performed to locate the pipe install locations per the plan. o Excavation of trenches was performed with care to ensure no damage occurs to any existing utilities. Any existing utilities within the trench were physically located and extra care was taken to excavate material around utility to avoid damage. o Trenches were excavated with sloped sides and/or trench boxes were placed when depth of excavation required. o Trenches were excavated to appropriate depth to accommodate pipe bedding material and appropriate width to accommodate, backfill compaction beyond the extremity of the pipe. • Foundation o The trench foundation was physically verified to be adequate material before placement of the pipe bedding. o Pipe bedding was placed per the VDOT Road and Bridge Specifications Section 302 with 4"-8" of Class 1 #25 aggregate. o Pipe bedding was uniformly compacted across the trench bottom. Care was taken to ensure contact between the bedding material and the bottom of the entire length of pipe Pipe Placement o The pipes were placed beginning at the downstream end. Pipe sections were aligned and firmly joined with leak -resistant methods. o Pipe invert elevations and pipe lengths were verified before placement of backfill. • Backfill o Class 1 #25 backfill material was knifed into the area along the bottom edge of the pipe. o Class 1 #25 backfill material was placed in 6" loose lifts and compacted along the sides of the pipe and V-12" above the pipe. o Regular onsite excavated material was placed above the Class I backfill in 6° loose lifts and compacted. o Backfll material was compacted using rolling and tampering equipment. X4_A2a,_V_ Regards, Dino Goodman Goodman Excavating Z-to-L3 Pipe Interior Video Report Videos and Report Provided by: Tristate Utilities Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Tape Measured Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks / Fractures Number of Deposits Number of Capped/Abd Taps OM Grade • PIPE LINING 6"- 96" Diameter ((IPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems 4 OAF 'ttt sue.» �•.• V� •Excavation - Sliplining -Grouting 757-366-9505 • Trenchless Repair of Pipe Leaks & Defects www.fdsfatewif fle t.com Project Information NATHAN BROWN Certificate Number U03190703RO2609 ALBEMARLE Customer RED DIRT COUNTY DEVELOPMENTS Job Number Date 8/9/2019 11:05 DRUMIN RD City Charlottesville, VA A9 Rim to Invert (U) 6.0 Rim to Grade (U) A8 Rim to Invert (D) 0.0 Rim to Grade (D) Stormwater Direction of Survey Downstream 15 Width Circular Material Polyethylene Pipe Joint Length Length Surveyed 28.4 Year Renewed Not Controlled Media Label Post Rehabilitation Sewer Category Survey Jetting Date Cleaned Dry Location Code UPSTREAM STRUCTURE HAS NO Location Details FRAM / LID 0 Number of Roots 0 Number of Broken / Holes / Collapse 0 Truck Number 0 Struct Grade Overall Grade DVD M 8/9/2019 11:05 Easement/Right of Way 0 0 file:///downtown/...nmore%20K2C-lI%20Storm%2OPhase%202/AAI-A9-To-A8--08-15-2019--094141-7802/HTMLReports/TitlePage.html [10/1/2019 10:34:11 AM] Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Tape Measured Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks / Fractures Number of Deposits Number of Capped/Abd Taps OM Grade • PIPE LINING 6"- 96" Diameter ((IPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems 4 OAF 'ttt sue.» �•.• V� •Excavation - Sliplining -Grouting 757-366-9505 • Trenchless Repair of Pipe Leaks & Defects www.fdsfatewif0ie t.,.M Project Information NATHAN BROWN Certificate Number U03190703RO2609 ALBEMARLE Customer RED DIRT COUNTY DEVELOPMENTS Job Number Date 8/9/2019 10:56 DRUMIN RD City Charlottesville, VA A10 Rim to Invert (U) 14.0 Rim to Grade (U) A9 Rim to Invert (D) 6.0 Rim to Grade (D) Stormwater Direction of Survey Downstream 15 Width Circular Material Polyethylene Pipe Joint Length Length Surveyed 72.7 Year Renewed Not Controlled Media Label Post Rehabilitation Sewer Category Survey Jetting Date Cleaned Dry Location Code DOWNSTREAM STRUCTURE HAS NO Location Details FRAM / LID 0 Number of Roots 0 Number of Broken / Holes / Collapse 0 Truck Number 0 Struct Grade Overall Grade DVD M 8/9/2019 10:57 Easement/Right of Way 0 0 file:///downtown/... more%20K2C-II%20Storm%20Phase%202/AAJ-AIO-To-A9--08-15-2019--094148-3013/HTMLReports/TitlePage.html[10/1/2019 103428 AM] Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Tape Measured Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info • PIPE LINING 6"- 96" Diameter ((IPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems 4 OAF 'ttt sue.» �•.• V� •Excavation - Sliplining -Grouting 757-366-9505 • Trenchless Repair of Pipe Leaks & Defects www.fdsfatewif flet.,.M Project Information NATHAN BROWN Certificate Number ALBEMARLE Customer COUNTY Job Number Date DRUMIN RD City All Rim to Invert (U) Rim to Grade (U) A10 Rim to Invert (D) Rim to Grade (D) Stormwater Direction of Sun 15 Width Circular Material Pipe Joint Length Length Surveyed Year Renewed Not Controlled Post Rehabilitation Survey Jetting Dry Number of Taps 0 Num Cracks / 0 Fractures Number of Deposits 0 Number of 0 Capped/Abd Taps OM Grade Media Label Sewer Category Date Cleaned Location Code Location Details Number of Roots Number of Broken / Holes / Collapse Truck Number Struct Grade Overall Grade U03190703RO2609 RED DIRT DEVELOPMENTS 8/9/2019 10:42 Charlottesville, VA 3.0 14.0 Downstream Polyethylene 120.6 DVD SW 8/9/2019 10:43 Easement/Right of Way 0 0 Reverse Setup ID Sheet (Group) file:///downtown/... ore%20K2C-11%2OStom%2OPhase%202/AAK-Al 1-To-AI0--08-15-2019--094156-8148/HTMLReporis/TitlePage.html[10/1/2019 10:34:46 AM] Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Tape Measured Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info • PIPE LINING 6"- 96" Diameter ((IPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems 4 OAF 'ttt sue.» �•.• V� •Excavation - Sliplining -Grouting 757-366-9505 • Trenchless Repair of Pipe Leaks & Defects www.fdsfatewif flet.com Project Information NATHAN BROWN Certificate Number ALBEMARLE Customer COUNTY Job Number Date DRUMIN RD City B6 Rim to Invert (U) Rim to Grade (U) B5 Rim to Invert (D) Rim to Grade (D) Stormwater Direction of Sun 15 Width Circular Material Pipe Joint Length Length Surveyed Year Renewed Not Controlled Post Rehabilitation Survey Jetting Dry Number of Taps 0 Num Cracks / 0 Fractures Number of Deposits 0 Number of 0 Capped/Abd Taps OM Grade Media Label Sewer Category Date Cleaned Location Code Location Details Number of Roots Number of Broken / Holes / Collapse Truck Number Struct Grade Overall Grade U03190703RO2609 RED DIRT DEVELOPMENTS 8/9/2019 10:18 Charlottesville, VA 12.5 0.0 Downstream Polyethylene 0 DVD SW 8/9/2019 10:18 Easement/Right of Way 0 0 Reverse Setup ID Sheet (Group) file:///downtown/... lenmore%20K2C-11%2OStorm%2OPhase%202/AAL-B6-To-B5--08-I5-2019--094204-933/HTMLReportsrFitlePage.html[10/1/2019 10:34:57 AM] Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Tape Measured Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info Number of Taps Num Cracks / Fractures Number of Deposits Number of Capped/Abd Taps OM Grade • PIPE LINING 6"- 96" Diameter ((IPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems 4 OAF 'ttt sue.» �•.• V� •Excavation - Sliplining -Grouting 757-366-9505 • Trenchless Repair of Pipe Leaks & Defects www.fdsfatewif flet.com Project Information NATHAN BROWN Certificate Number U03190703RO2609 ALBEMARLE Customer RED DIRT COUNTY DEVELOPMENTS Job Number Date 8/9/2019 10:03 DRUMIN RD City Charlottesville, VA B7 Rim to Invert (U) 3.5 Rim to Grade (U) B6 Rim to Invert (D) 5.0 Rim to Grade (D) Stormwater Direction of Survey Downstream 15 Width Circular Material Polyethylene Pipe Joint Length Length Surveyed 130.2 Year Renewed Not Controlled Media Label DVD Post Rehabilitation Sewer Category SW Survey Jetting Date Cleaned 8/9/2019 10:03 Dry Location Code Easement/Right of Way DOWNSTREAM STRUCTURE DEPTH Location Details = 12.5ET ME 0 Number of Roots 0 0 Number of Broken / 0 Holes / Collapse 0 Truck Number 0 Struct Grade Overall Grade file:///downtown/... more%20K2C-II%20Storm%20Phase%202/AAM-B7-To-B6--08-15-2019--094211-5589/HTMLReports/TitlePage.html[ 10/ 1 /2019 10:35:13 AM] Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Tape Measured Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info • PIPE LINING 6"- 96" Diameter ((IPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems 4 OAF 'ttt sue.» �•.• V� •Excavation - Sliplining -Grouting 757-366-9505 • Trenchless Repair of Pipe Leaks & Defects www.fdsfatewif flet.com Project Information NATHAN BROWN Certificate Number ALBEMARLE Customer COUNTY Job Number Date DRUMIN RD City E2 Rim to Invert (U) Rim to Grade (U) E1 Rim to Invert (D) Rim to Grade (D) Stormwater Direction of Sun 15 Width Circular Material Pipe Joint Length Length Surveyed Year Renewed Not Controlled Post Rehabilitation Survey Jetting Dry Number of Taps 0 Num Cracks / 0 Fractures Number of Deposits 0 Number of 0 Capped/Abd Taps OM Grade Media Label Sewer Category Date Cleaned Location Code Location Details Number of Roots Number of Broken / Holes / Collapse Truck Number Struct Grade Overall Grade U03190703RO2609 RED DIRT DEVELOPMENTS 8/9/2019 09:11 Charlottesville, VA 4.9 0.0 Downstream Polyethylene 34.2 DVD SW 8/9/2019 09:11 Easement/Right of Way 0 0 Reverse Setup ID Sheet (Group) file:///downtown/...nmore%20K2C-II%20Storm%2OPhase%202/AAN-E2-To-E1--08-15-20I9--094219-8071/HTMLReports/TitlePage.htmI[ 10/1/2019 10:35:26 AMl Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Tape Measured Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info • PIPE LINING 6"- 96" Diameter ((IPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems 4 OAF 'ttt sue.» �•.• V� •Excavation - Sliplining -Grouting 757-366-9505 • Trenchless Repair of Pipe Leaks & Defects www.fdsfatewif flet.com Project Information NATHAN BROWN Certificate Number U03190703RO2609 ALBEMARLE Customer RED DIRT COUNTY DEVELOPMENTS Job Number Date 8/9/2019 08:51 DRUMIN RD City Charlottesville, VA E3 Rim to Invert (U) 4.0 Rim to Grade (U) E2 Rim to Invert (D) 4.9 Rim to Grade (D) Stormwater Direction of Survey Downstream 15 Width Circular Material Polyethylene Pipe Joint Length Length Surveyed 145.5 Year Renewed Not Controlled Media Label DVD Post Rehabilitation Sewer Category SW Survey Jetting Date Cleaned 8/9/2019 08:51 Dry Location Code Yard Location Details Number of Taps 0 Num Cracks / 0 Fractures Number of Deposits 0 Number of 0 Capped/Abd Taps OM Grade Number of Roots 0 Number of Broken / 0 Holes / Collapse Truck Number Struct Grade Overall Grade Reverse Setup ID Sheet (Group) file:///downtown/...nmore%20K2C-11%20Storm%2OPhase%202/AAO-E3-To-E2--08-15-2019--094226-1789/HTMLReports/TitlePage.htmI[ 10/1/2019 10:35:35 AMl Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Sewer Use Height (Diameter) Shape Lining Method Tape Measured Length Year Laid Flow Control Purpose Pre -Cleaning Weather Additional Info • PIPE LINING 6"- 96" Diameter ((IPP) • Pipe Cleaning & Video Inspection • No Dig Point Repair Systems 4 OAF 'ttt sue.» �•.• V� •Excavation - Sliplining -Grouting 757-366-9505 • Trenchless Repair of Pipe Leaks & Defects www.fdsfatewif flet.,.M Project Information NATHAN BROWN Certificate Number U03190703RO2609 ALBEMARLE Customer RED DIRT COUNTY DEVELOPMENTS Job Number Date 8/9/2019 08:21 DRUMIN RD City Charlottesville, VA E5 Rim to Invert (U) 3.2 Rim to Grade (U) E4 Rim to Invert (D) 0.0 Rim to Grade (D) Stormwater Direction of Survey Downstream 15 Width Circular Material Polyethylene Pipe Joint Length Length Surveyed 91.5 Year Renewed Not Controlled Media Label DVD Post Rehabilitation Sewer Category SW Survey Heavy Cleaning Date Cleaned 8/9/2019 08:25 Dry Location Code Yard Location Details Number of Taps 0 Num Cracks / 0 Fractures Number of Deposits 0 Number of 0 Capped/Abd Taps OM Grade Number of Roots 0 Number of Broken / 0 Holes / Collapse Truck Number Struct Grade Overall Grade Reverse Setup ID Sheet (Group) file:///downtown/...nmore%20K2C-lI%20Storm%20Phase%202/AAP-E5-To-E4--08-15-2019--094235-5361/HTMLReports/TitlePage.html[ 10/1/2019 10:35:44 AM] Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Pipe Use Height (Diameter) Shape Lining Method Total Length Year Constructed Flow Control Purpose Pre -Cleaning Weather Additional Info Custom 1 Custom 3 Custom 5 Custom 7 Custom 9 DANIEL HUTCHINSON GLENMORE HIGHLANDS BOTHWELL LN B6 B5 Stormwater Pipe Certificate Number U-0321-70401206 Customer RED DIRT DEVELOPMENT PO Number 221046 Date 9/8/2022 16:47 City SHADWELL Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Sun 15 Width Circular Material Pipe Joint Length Length Surveyed Year Renewed Not Controlled Media Label Post Rehabilitation Survey Consequence of Failure Light Cleaning Date Cleaned Dry - No Precipitation Location Code During Survey Location Details Custom 2 Custom 4 Custom 6 Custom 8 Custom 10 0 0 Polyethylene 33.4 V /C 9/8/2022 16:48 Local rural streets with light traffic, town and city back streets, estate streets and curbside parking areas. Reverse Setup ID Imperial Units (US) True Work Order Method Sheet (Group) Number Pressure Value Project 221046 POST -TV GELNMORE HIGHLANDS Yes CCTV No Laser No Sidewall No Sonar No Zoom No Other No Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Roots 0 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Structure Peak 0 Structure Peak Score Grade Structure Mean 0 Structure Mean Score Grade Service Peak Score 0 Service Peak Grade Service Mean Score 0 Service Mean Grade 1 f_ POSM Logo Registered Trademark Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 4:47:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: B6 Length Surveyed: 33.4 Downstream MH: B5 Run Number: Direction of Survey: Upstream Height (Diameter): 15 Material: Polyethylene ObservationFault Access Point End of Pipe 00:01:01 0.0 Severity: None 00:01:01 Remarks: B5 r Miscellaneous Water Level 00:1:10 0.0 Severity: None 00:1:10 Percent:0 r Access Point Catch Basin 00:03:29 33.4 Severity: None 00:03:29 Remarks: B6 f POSM Logo Registered Trademark Created with the report generator IT Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 4:47:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: B6 Length Surveyed: 33.4 Downstream MH: B5 Run Number: Direction of Survey: Upstream Height (Diameter): 15 Material: Polyethylene ID Number: B6 (0.0) AEP - Access Point End of Pipe Remark: B5 (0.0) MWL - Miscellaneous Water Level (33.4) ACB - Access Point Catch Basin Remark: B6 Total Distance: 33.4 ? ID Number: B5 ♦ POSM Logo Registered Trademark Created with the report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information Circumferential Value Cont Location DistanceVideo Code Joint Ref Defect Dimension At / % To 1st 2nd From 0 00:001:01 AEP - Access Point End of Pi61 .pe 5 00:1:10 MWL -Miscellaneous Water 0 70 Level 0 00:03:2 ACB -Access Point Catch 33.4 209 Basin 6 t POSM Logo Registered Trademark Created with the report generator Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Pipe Use Height (Diameter) Shape Lining Method Total Length Year Constructed Flow Control Purpose Pre -Cleaning Weather Additional Info Custom 1 Custom 3 Custom 5 Custom 7 Custom 9 DANIEL HUTCHINSON GLENMORE HIGHLANDS BOTHWELL LN E2 El Stormwater Pipe Certificate Number U-0321-70401206 Customer RED DIRT DEVELOPMENT PO Number 221046 Date 9/8/2022 12:50 City SHADWELL Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Sun 15 Width Circular Material Pipe Joint Length Length Surveyed Year Renewed Not Controlled Media Label Post Rehabilitation Survey Consequence of Failure Light Cleaning Date Cleaned Dry - No Precipitation Location Code During Survey Location Details Custom 2 Custom 4 Custom 6 Custom 8 Custom 10 5 0 Downstream Polyethylene 50.3 9/8/2022 12:51 Local rural streets with light traffic, town and city back streets, estate streets and curbside parking areas. Reverse Setup ID Imperial Units (US) True Work Order Method Sheet (Group) Number Pressure Value Project 221046 POST -TV GELNMORE HIGHLANDS Yes CCTV No Laser No Sidewall No Sonar No Zoom No Other No Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Roots 0 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Structure Peak 0 Structure Peak Score Grade Structure Mean 0 Structure Mean Score Grade Service Peak Score 0 Service Peak Grade Service Mean Score 0 Service Mean Grade 1 f_ POSM Logo Registered Trademark Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 12:50:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: E2 Length Surveyed: 50.3 Downstream MH: E1 Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene ObservationFault (s) Access Point Manhole 00:00:26 0.0 Severity: None 00:00:26 Remarks: E2 r Miscellaneous Water Level 00:00:38 0.0 Severity: None 00:00:38 Percent: 0 r Access Point End of Pipe 00:02:36 50.3 Severity: None 00:02:36 Remarks: E1 f POSM Logo Registered Trademark Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 12:50:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: E2 Length Surveyed: 50.3 Downstream MH: E1 Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene ID Number: E2 (0.0) AMH - Access Point , Manhole Remark: E2 (0.0) MWL - Miscellaneous , Water Level (50.3) AEP - Access Point End , of Pipe Remark: E1 Total Distance: 50.3 ? ID Number: E1 ♦ POSM Logo Registered Trademark Created with the report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information Circumferential Value Cont Location DistanceVideo Code Joint Ref Defect Dimension At / % To 1st 2nd From 00:000.2 0 AMH - Access Point Manhole 2 00:00:3 MWL -Miscellaneous Water 0 38 Level 0 00:0 :3 50.3 AEP - Access Point End of Pipe 156 t POSM Logo Registered Trademark Created with the report generator Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Pipe Use Height (Diameter) Shape Lining Method Total Length Year Constructed Flow Control Purpose Pre -Cleaning Weather Additional Info Custom 1 Custom 3 Custom 5 Custom 7 Custom 9 DANIEL HUTCHINSON GLENMORE HIGHLANDS BOTHWELL LN E3 E2 Stormwater Pipe Certificate Number U-0321-70401206 Customer RED DIRT DEVELOPMENT PO Number 221046 Date 9/8/2022 12:38 City SHADWELL Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Sun 15 Width Circular Material Pipe Joint Length Length Surveyed Year Renewed Not Controlled Media Label Post Rehabilitation Survey Consequence of Failure Light Cleaning Date Cleaned Dry - No Precipitation Location Code During Survey Location Details Custom 2 Custom 4 Custom 6 Custom 8 Custom 10 5 5 Downstream Polyethylene 141.5 f1VI1� 9/8/2022 12:41 Local rural streets with light traffic, town and city back streets, estate streets and curbside parking areas. Reverse Setup ID Imperial Units (US) True Work Order Method Sheet (Group) Number Pressure Value Project 221046 POST -TV GELNMORE HIGHLANDS Yes CCTV No Laser No Sidewall No Sonar No Zoom No Other No Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Roots 0 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Structure Peak 0 Structure Peak Score Grade Structure Mean 0 Structure Mean Score Grade Service Peak Score 0 Service Peak Grade Service Mean Score 0 Service Mean Grade 1 f_ POSM Logo Registered Trademark Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 12:38:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: E3 Length Surveyed: 141.5 Downstream MH: E2 Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene ObservationFault (s) Access Point Catch Basin 00:00:37 0.0 Severity: None 00:00:37 Remarks: E3 r Miscellaneous Water Level 00:00:48 0.0 Severity: None 00:00:48 Percent: 0 r Access Point Manhole 00:08:21 141.5 Severity: None 00:08:21 Remarks: E2 f POSM Logo Registered Trademark Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 12:38:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: E3 Length Surveyed: 141.5 Downstream MH: E2 Run Number: Direction of Survey: Downstream Height (Diameter): 15 Material: Polyethylene ID Number: E3 (0.0) ACB - Access Point , Catch Basin Remark: E3 (0.0) MWL - Miscellaneous , Water Level (141.5) AMH - Access Point , Manhole Remark: E2 Total Distance: 141.5 ! ID Number: E2 t POSM Logo Registered Trademark Created with the report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information Circumferential Value Cont Location DistanceVideo Code Joint Ref Defect Dimension At / % To 1st 2nd From 00:00:3 ACB -Access Point Catch 0 37 Basin 3 00:00:4 MWL -Miscellaneous Water 0 48 Level 0 8:21 00:00 141.5 H AM - Access Point Manhole 2 t POSM Logo Registered Trademark Created with the report generator Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Pipe Use Height (Diameter) Shape Lining Method Total Length Year Constructed Flow Control Purpose Pre -Cleaning Weather Additional Info Custom 1 Custom 3 Custom 5 Custom 7 Custom 9 DANIEL HUTCHINSON GLENMORE HIGHLANDS BOTHWELL LN B OUTFALL Stormwater Certificate Number U-0321-70401206 Customer RED DIRT DEVELOPMENT PO Number 221046 Date 9/8/2022 16:48 City SHADWELL Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Sun 18 Width Circular Material Pipe Joint Length Length Surveyed Year Renewed Not Controlled Media Label Post Rehabilitation Survey Consequence of Failure Light Cleaning Date Cleaned Dry - No Precipitation Location Code During Survey Location Details Custom 2 Custom 4 Custom 6 Custom 8 Custom 10 0 0 Corrugated Metal Pipe 47 1111VA-11 9/8/2022 16:48 Local rural streets with light traffic, town and city back streets, estate streets and curbside parking areas. Reverse Setup ID Imperial Units (US) True Work Order Method Sheet (Group) Number Pressure Value Project 221046 POST -TV GELNMORE HIGHLANDS Yes CCTV No Laser No Sidewall No Sonar No Zoom No Other No Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Roots 0 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Structure Peak 0 Structure Peak Score Grade Structure Mean 0 Structure Mean Score Grade Service Peak Score 2 Service Peak Grade Service Mean Score 0 Service Mean Grade 1 f_ POSM Logo Registered Trademark Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 4:48:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: POND B Length Surveyed: 47 Downstream MH: B OUTFALL Run Number: Direction of Survey: Upstream Height (Diameter): 18 Material: Corrugated Metal Pipe Fault •bservatiori Time Picture Access Point End of Pipe 00:00:36 0.0 Severity: None 00:00:36 Remarks: B OUTFALL r Miscellaneous Water Level 00:00:45 0.0 Severity: None 00:00:45 Percent: 0 r Intruding Sealing Material Sealing Ring Position: 12 To 12 00:03:03 44.0 Severity: None 00:03:03 Percent: 10 Maint Weight: 2 .r - Time Picture i Miscellaneous Material Change 00:03:21 44.0 Severity: None 00:03:21 Remarks: PE TO MCP r Access Point Catch Basin 00:03:48 47.0 Severity: None 00:03:48 Remarks: POND B t POSM Logo Registered Trademark Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 4:48:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: POND B Length Surveyed: 47 Downstream MH: B OUTFALL Run Number: Direction of Survey: Upstream Height (Diameter): 18 Material: Corrugated Metal Pipe ID Number: POND B (0.0) AEP - Access Point End of Pipe Remark: B OUTFALL (0.0) MWL - Miscellaneous Water Level ? (44.0) ISSR - Intruding Sealing Material f Sealing Ring - Position: 12 To 12 (44.0) MMC - Miscellaneous Material Change Remark: PE TO MCP (47.0) ACB - Access Point Catch Basin Remark: POND B Total Distance: 47 '.1 ID Number: B OUTFALL POSM Logo Registered Trademark Created with the report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 2 2 1 0 0 0 Overall 0 2 2 Number of Defects 0 1 1 Pipe Rating 0000 2100 2100 Pipe Ratings Index 0 2 2 Nassco C.C.T.V. Defect Code Information Circumferential Value Video Cont Location DistanceCode Joint Ref Defect Dimension At / % To 1st 2nd From 00:000.3 0 AEP - Access Point End of Pipe OUTFALL 00:00:4 MWL -Miscellaneous Water 0 45 Level 00:03:03 ISSR - Intruding Sealing Material10 44 12 12 183 Seding Ring 00:03:21 MMC - Miscellaneous Material 44 201 Change E TO MCP 00:03:4 ACB -Access Point Catch 47 228 Basin POND B © POSM Logo Registered Trademark Created with the report generator Surveyor Name Owner Drainage Area Pipe Segment Reference Street Comments Upstream MH Grade to Invert (U) Downstream MH Grade to Invert (D) Pipe Use Height (Diameter) Shape Lining Method Total Length Year Constructed Flow Control Purpose Pre -Cleaning Weather Additional Info Custom 1 Custom 3 Custom 5 Custom 7 Custom 9 DANIEL HUTCHINSON GLENMORE HIGHLANDS BOTHWELL LN POND E E OUTFALL Stormwater Certificate Number U-0321-70401206 Customer RED DIRT DEVELOPMENT PO Number 221046 Date 9/8/2022 13:21 City SHADWELL Rim to Invert (U) Rim to Grade (U) Rim to Invert (D) Rim to Grade (D) Direction of Sun 18 Width Circular Material Pipe Joint Length Length Surveyed Year Renewed Not Controlled Media Label Post Rehabilitation Survey Consequence of Failure No Pre -Cleaning Date Cleaned Dry - No Precipitation Location Code During Survey Location Details Custom 2 Custom 4 Custom 6 Custom 8 Custom 10 0 0 Polyethylene 79.6 9/8/2022 12:51 Local rural streets with light traffic, town and city back streets, estate streets and curbside parking areas. Reverse Setup ID Imperial Units (US) True Work Order Method Sheet (Group) Number Pressure Value Project 221046 POST -TV GELNMORE HIGHLANDS Yes CCTV No Laser No Sidewall No Sonar No Zoom No Other No Inspection Status Complete Inspection Reviewed By Reviewer Certificate Number Taps 0 Roots 0 Cracks / Fractures 0 Broken / Holes / 0 Collapse Deposits 0 Obstruction 0 Abandoned Survey 0 Structure Peak 2 Structure Peak 5 8 Score Grade Structure Mean 0 Structure Mean Score Grade 1 Service Peak Score 0 Service Peak Grade 1 Service Mean Score 0 Service Mean Grade 1 f_ POSM Logo Registered Trademark Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 1:21:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: POND E Length Surveyed: 79.6 Downstream MH: E OUTFALL Run Number: Direction of Survey: Upstream Height (Diameter): 18 Material: Polyethylene ObservationFault Access Point End of Pipe 00:00:35 0.0 Severity: None 00:00:35 Remarks: E OUTFALL r Miscellaneous Water Level 00:00:44 0.0 Severity: None 00:00:44 Percent: 0 r Miscellaneous Water Level Sag 00:01:40 16.2 Severity: None 00:01:40 Percent: 5 Struct Weight: 2 .r - Time Picture i Miscellaneous Material Change 00:04:35 78.0 Severity: None 00:04:35 Remarks: PE TO MCP r Access Point Catch Basin 00:05:01 79.6 Severity: None 00:05:01 Remarks: POND E t POSM Logo Registered Trademark Created with the report generator Project: 221046 POST -TV GELNMORE HIGHLANDS Date: 9/8/2022 1:21:00 PM Pipe Segment Reference: Street: BOTHWELL LN Upstream MH: POND E Length Surveyed: 79.6 Downstream MH: E OUTFALL Run Number: Direction of Survey: Upstream Height (Diameter): 18 Material: Polyethylene ID Number: POND E (0.0) AEP - Access Point End of Pipe Remark: E OUTFALL (0.0) MWL - Miscellaneous Water Level '. Severity t i*I (16.2) MWLS - Miscellaneous Water Level , Sag (78.0) MMC - Miscellaneous Material Change Remark: PE TO MCP (79.6) ACB - Access Point Catch Basin Remark: POND E Total Distance: 79.6 !' ID Number: E OUTFALL f i POSM Logo Registered Trademark Created with the report generator Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 2 0 2 1 0 0 0 Overall 2 0 2 Number of Defects 1 0 1 Pipe Rating 2100 0000 2100 Pipe Ratings Index 2 0 2 Nassco C.C.T.V. Defect Code Information Circumferential Value Video Cont Location DistanceCode Joint Ref Defect Dimension At / % To 1st 2nd From 00:00.3 0 AEP - Access Point End of Pipe OUTFALL 00:00: MWL -Miscellaneous Water 0 0 44 Level 00:01:4 MWLS - Miscellaneous Water 16.2 5 100 LevelSag 00: 04:35 MMC - Miscellaneous Material 78 275 Change E TO MCP 00:05:01 ACB -Access Point Catch 79.6 301 Basin POND E t POSM Logo Registered Trademark Created with the report generator Recorded Plats Plats prepared by: Roudabush, Gale & Associates, Inc. 201900001318.001 VIRGINIA LAND RECORD COVER SHEET FORM A - COVER SHEET CONTENT Instrument Date: 2/1/2019 Instrument Type: DEG-PL. Number of Parcels: ..... 4----. Number of Pages:---20---- [ ] City M County .................. __... ' ALBEMARLE------------------ TAX EXEMPT? VIRGINIA/FEDERALLAW [ ] Grantor: ---------------------------------------------- - [ ] Grantee: ------------------------- ----------- --- ------ Consideration: - ---------------- $0.00 -- --- ----------------------- --------- Existing Debt: ---------------------- ----$0.00_.' - Actual Value/Assumed---------- ---------- $11.00 PRIOR INSTRUMENT UNDER§ 58.1-803(D): Original Principal: ----------- $0.00 I Fair Market Valutilncrease: $0.00 Original Book Number: ..-- Original Page Number: ....... Prior Recording At: [ ] City [ ] County RECORDED IN ALBEMARLE COUNTY, VA JON R. ZUG CLERK OF CIRCUIT COURT FILED Feb 12, 2019 AT 01:01 Pm BOOK 05136 START PAGE 0573 END PAGE 0598 INST # 201900001318 TOTAL NUM PAGES -002& EMJ n7 (Area Above Reserved For Deed Stamp Only) Original Instrument Number: _-----._„ Percentage In This jurisdiction; ._..__ 100% BUSINESS / NAME Grantor: GLENM0RE PARTNERS LLC Grantor: I ---- DQ Grantee: GLENMORE PARTNERS LLC ------- [ ] Grantee : .............. GRANTEE ADDRESS Name: GLENMORE PARTNERS C - - - -- LL- ..........-.-... ----- ------------- Address:- -------------------------------------------------_-. City:.------------------------------------------------------------------- State: .-VA.-. Zip Code: --------------------- --- Book Number: ---------- Page Number: --------- Instrument Number- ------------------------- Parcel Identification Number (PIN): 093A5-00-00-0OOR0 Tax Map Number: 093A5700-00-000110 Short Property Description: ...._.------------------------- -- - ----- ._.....-.- .... ----._... Current Property Address: City:. KESWICK _ State: VA Zip Code: 22947 -------.--------- _-------------- .... _-..._._. Instrument Prepared By: - BRIAN S. JOHNSON Recording Paid By: WOODS ROGERS PLC Recording Returned To: -BRIAN S. JOHNSON Address: 123 EAST MAIN STREET 5TH FLOOR -- -- - ----------------------- -- ---._.-........ ... . ... . -' _ .._ ..... City:, CHARLOTTESVILLE - -- - - -------...--------------- State: ...VA... Zip Code: ._.--.-.- 22902 FORM CC-1570 Rev: 7/15 Page 1 of 3 Cover Sheet A §§ 17.1-223, 17.1-227.1,17.1-249 Copyright 0 2014 Office of the Executive Secretary, Supreme Court of Virginia. All rights reserved. 201900001318.002 VIRGINIA LAND RECORD COVER SHEET FORM C - ADDITIONAL PARCELS Instrument Date: - ....... 11/2019...... _. Instrument Type:.-.-- DEC-PL--- .- Number of Parcels:..-- 4..-- Number of Pages:.. 2.0 . [ ] City N County _...... '- .....------ALBEMARLE.----- PARCELS IDENTIFICATION OR TAX MAP Prior Recording At: [ ] City [ ] County --------.............._ ----- ---------------------------------------------- Percentage In This jurisdiction: --------------- 100%0-------------- BookNumber: Page Number: --------- Instrument Number: Parcel Identification Number (PIN): 093A5-00-007000A0,,, Tax Map Number:.093A5-00-00-000A0.............. Short PropertyDescriptlon: ------------ „-,,,.,,.,................... ..... -'------ ...._...... —--------------------------------- ------ ------ .------------------------ -...... ---- CurrentProperty Address: ----..._........................-----..._........._....----------------------------------------------- city:. KESWICK - .............. -- - - - ._._....State: --VA--- Zip Code: --- ..._-- - -- ---- Prior Recording At: [ ] City [ ] County (Area Above Reserved For Deed Stamp Only) Percentage in This jurisdiction; 100% .............. Book Number: ---------- Page Number: ---------- Instrument Number: .................__._.._. Parcel Identification Number (PIN):.093A5-00-00-0000.0„ Tax Map Number:.093A5-00-00-000B0 Short Property Description- ------------------------------------ ._..........._--------------------- ---._....... --------- ----............ .............. ..... ...------------------ ------------- Current Property Address: .. _.----------_ --------------- iCity:. KEAWICK------- .....................................------------------- State: --VA--- Zip Code: ..... ....--- 22947----------- FORM CC-1570 Rev: 10/14 Page 2 of 3 Cover Sheet C §§ 17.1-223, 17.1-227.1, 17.1-249 Copyright p 2014 Office of the Executive Secretary, Supreme Court of Virginia. All rights reserved. 201900001318.003 VIRGINIA LAND RECORD COVER SHEET FORM C - ADDITIONAL PARCELS Instrument Date: -------- 21112019- -----. Instrument Type: .... L----_ Number of Parcels: ..-.-4 -. Number of Pages: ---- ]City D< County ....... .----------------- ALBEMARLE.... .._......... .._. _.. 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): 093A5-0040-00000.._ Tax Map Number:_OQ3A5-00-00-000C0-------------- Short Property Description: . ------------------------------------- Current Property Address: -_- City:. KESWICK---- ---------- ----- Prior Recording At: [ ] City [ ] County Percentage In This jurisdiction:.--_ ............._............-... Book Number: ----- Page Number; Instrument Number; ,,,,,,,,,,,,_,_, -. Parcel Identification Number (PIN): _....... ................ ....._ Tax Map Number: Short Property Description: ---------------------------------- Current Property Address: ............................................. City:. ----------------------- ----------------------------------------------------- (Area Above Reserved For Deed Stamp Only) ------------------------- State:.. -VA ... . Zip Code: _--.---_- 22947-____--. State- ------------ Zip Code: FORM CC-1570 Rev: 10/14 Page 3 of 3 Cover Sheet C §§ 17.1-223, 17.1-227.1, 17.1-249 Copyright 0 2014 Office of the Executive Secretary, Supreme Court of Virginia. All rights reserved. 2201900001318.004 PREPARED BY BRIAN S. JOHNSON, VSB #74484 WOODS ROGERS PLC TAX MAP: 093A5-00-00-OOR00; 093A5-K2-C2-OOOAO; 093A5-K2-C2-OOOBO; and 093A5-K2- C2-00000 GLENMORE HIGHLANDS FIRST SUPPLEMENTAL DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS This First Supplemental Declaration is made to be effective as of the 8th day of February, 2019, by GLENMORE PARTNERS, LLC, a Virginia limited liability company, hereinafter referred to as the "Declarant", RECITALS: WHEREAS, the declaration of Covenants, Conditions and Restrictions for Glenmore Highlands, Section K2C-II Phase 1 Glenmore Subdivision, Scottsville District, Albemarle County, Virginia (the "Declaration") is recorded in the Clerk's Office of the Circuit Court of Albemarle County, Virginia, in Deed Book 4946 page 1 I; and WHEREAS, it is the desire of the Declarant to impose the said covenants, conditions and restrictions on those lots (the "Additional Property") shown on a plat of Roudabush, Gale & Associates, Inc., dated August 30, 2018 and last revised February 6, 2019, entitled Subdivision Plat, Section K2C-II, Phase 2, Glenmore Subdivision, Scottsville District, Albemarle County, Virginia (the "Plat"), said plat being attached hereto, recorded along with, and made a part hereof; and WHEREAS, pursuant to Article VIII, General Provisions Section 8.05 of the Declaration of Covenants, Conditions, Restrictions and Easements of record in the said Clerk's Office in Deed Book 4946, page 11, the Declarant has the power to annex additional real property into the Property on or before June 26, 2022; and .,201900001318.005 1. WHEREAS, the Declarant is proceeding to develop the Additional Property pursuant to the details of that certain site plan entitled "Road Plan for Glenmore K2C-II" last revised on August 4, 2016, as it may be revised from time to time (the "Site Plan"); and WHEREAS, as a part of such development, Declarant desires to establish a 20' private storm drainage easement as described in the Site Plan and as shown on the Plat as "DAE 20", and to give Albemarle County, Virginia ("County") and the Glenmore Community Association, Inc. ("Master Association") a right of access to inspect and to keep clear the aforementioned easement area; and WHEREAS, as a part of such development, Declarant desires to establish a variable width site distance easement as described in the Site Plan and as shown on the Plat as "SDE VAR'; NOW THEREFORE, the Declarant hereby declares that all of the Additional Property is and shall be held, occupied, and conveyed subject to the covenants, conditions and restrictions set forth in said Declaration of record in the said Clerk's Office in Deed Book 4946, page I I - and Declarant does hereby reserve a perpetual 20' private storm drainage easement as described in the Site Plan in the location shown on the Plat attached hereto and incorporated herein as "DAE 20 I and Declarant further grants to County and to Master Association a right of access to inspect and to 1 keep clear the aforementioned easement area; and Declarant does hereby reserve a variable width site distance easement as described in the Site Plan and as shown on the Plat as "SDE VAR" for the purpose of a sight easement which shall prohibit any buildings or structures in the "SDE VAR" easement area and which shall allow Declarant to maintain the aforementioned easement area in order to provide the sight distance required for the adjacent roadway. 2 Q01900001318.006 IN WITNESS WHEREOF Glenmore Partners, LLC has caused its name to be signed hereto as of the date first written above. GLENMORE PARTNERS, LLC By: Red Dirt Developments, LLC By: 73e--w. 0. IFtt�eln�aCV1 Name: Jess W. Achenbach Title: Manager By: �0= Brian S. Johns , Attorney in Fact COMMONWEALTH OF VIRGINIA AT LARGE CITYOF CHARLOTTESVILLE, to -wit: The foregoing instrument was acknowledged before me by BRIAN S. JOHNSON, Attorney in Fact for JESS W. ACHEN) ACH, Manager of Red Dirt Developments, LLC, Manager of Glenmore Partners, LLC, this day of F.�.6�, 2019. My commission expires: C7 ZO/ip ARLENE PROPST Notary Public Notary Public �/ Commonwealth of Virginia ID No. 101AI 9 107449 My Commission Expires G�,Zd/io/a:1 201900001318.007 ACKNOWLEDGEMENT AND CONSENT OF LIEN HOLDER The undersigned hereby acknowledge and consent to the recordation of the foregoing First Supplemental Declaration of Covenants, Conditions, Restrictions and Easements for GLENMORE HIGHLANDS (the "Declaration') and to the imposition of the covenants, conditions and restrictions set forth therein upon the Property and expressly acknowledge and agree that the lien, operation and effect of the deed of trust recorded for the benefit of each of the undersigned is hereby made subordinate to this Declaration and any supplements. The undersigned have joined herein solely for the purposes set forth above and for no other or further purposes whatsoever. The undersigned expressly disclaim any liability or obligation whatsoever with regard to the preparation, drafting, substance or content of this Declaration. UNION BANK & TRUST By: ame: Title: CK6)uIu(1111)zLINI". aI:[t)ATAICZtllIzIV CITY/COUNTY OF (,�(/, �jf.y X�/LGCr to -wit: r The foregoing instrument was acknowledged before e this day o J 2019, by f �( i( Ne 1 /(tiirt�L J of UNION BANK & TRUST, on behalf of the Bank. My commission expires:da 3i THERESA A. M7Aug Notary Public Notary PuID No.: ]2 j o 1, ll Commonwealth o 360611 My Commission Expire rI '201900001318.008 UNION SERVICE CORPORATION, Trustee By: V &bkJ Name: �%GIq J e KJ Title: ,'ce COMMONWEALTH 0,K VIRGINIA CITY/COUNTY OF 9'J.l c�e , to -wit: ' The fa ego��ing instruction was acknowledged before me this , day o �f 2019, by �i�1(/(�I�AfL. Q-t.Cp�- , o��U on Service Corporation, on behalf of the corporation. My commission expires: D( 3&I / =A,MCKENNAKENNAlicf Virginia Aug 31, 2019 Notary Public ~ IDNo.: (& (e (l 4 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 AND SAID PROPERTY MAY BE SUBJECT TO INFORMATION DISCLOSED ON A TITLE REPORT BY A LICENSED ATTORNEY. 2. PROPERTY MAY BE SUBJECT TO INGRESS EGRESS EASEMENTS, RECORDED IN DB 113 PG 175-177 AND DB 1073 PG 688-693. 3. THIS PLAT IS BASED ON PLATS OF RECORD. 4. UNLESS OTHERWISE NOTED, IRON RODS ARE TO BE SET AT ALL NEW PROPERTY CORNERS. 5. THE SUBJECT PROPERTY SHOWN HEREON IS ZONED AS PLANNED RESIDENTIAL DEVELOPMENT (PRD). PORTIONS OF THE REMAINDER OF TMP 093A5-00-00-OOR00 LIE WITHIN A FLOOD HAZARD OVERLAY DISTRICT (FH) AND STEEP SLOPE (PRESERVED) OVERLAY. SETBACKS: FRONT: 25' SIDES: 10' REAR: 20' (ABUTTING ADJACENT LOTS) 10' (ABUTTING OPEN SPACE) IN ACCORDANCE WITH THE CODE OF DEVELOPMENT AND PROFFERS ASSOCIATED FROM ZMA 2006-00016. 6. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 7. ALL SUBSEQUENT DIVISIONS OF THE RESIDUE SHALL ENTER ONLY ONTO SUCH STREET(S) SHOWN ON THE APPROVED FINAL PLAT AND SHALL HAVE NO IMMEDIATE ACCESS ONTO ANY PUBLIC STREET. 8. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 9. THE SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE SITUATED IN FLOOD ZONE A; NO BASE FLOOD ELEVATIONS DETERMINED AND FLOOD ZONE AE; BASE FLOOD ELEVATIONS DETERMINED AND ZONE X (UNSHADED); AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PER COMMUNITY PANEL 51003CO450D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. 10. THE SUBJECT PROPERTY SHOWN HEREON IS LOCATED WITHIN THE MIDDLE RIVANNA RIVER WATERSHED BUT IS NOT LOCATED IN AN AGRICULTURAL -FORESTAL DISTRICT. 11. THE SUBDIVISION IS SERVED BY A PUBLIC WATER SUPPLY AND PUBLIC SEWER SYSTEM. 12. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS THAT WILL BE REQUIRED BY ACSA IN ORDER TO ASSUME THE MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES. 13. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE, RELOCATE OR VACATED ANY EASEMENT AS NECESSARY, SO LONG AS THE PROPER AUTHORITY AGREES, REGARDLESS OF THE SALE OF ANY LOT. 14. NO HUMAN GRAVE SITES ARE KNOWN TO EXIST ON THE SUBJECT PROPERTY OR WERE OBSERVED IN THE COURSE OF THE SURVEY. 15. THE WATER, SANITARY AND STORM SEWER (PRIVATE AND PUBLIC) EASEMENTS SHOWN HEREON ARE TO BE CENTERED ON THE AS -BUILT LOCATIONS OF THE UTILITY LINES AND APPURTENANCES. 16. THE PRIVATE ROAD RIGHT-OF-WAYS SHOWN HEREON ARE HEREBY DEDICATED AS NONEXCLUSIVE WATERLINE AND SANITARY SEWER EASEMENTS TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 17. THE TOTAL ACREAGE FOR TMP 093A5-00-00-00100 (PARCELS A AND B) AS STATED IN THE PLAT ENTITLED "SUBDIVISION PLAT - SECTION K2C-II - PHASE I - GLENMORE SUBDIVISION," DATED DECEMBER 13, 2016 AND LAST REVISED JUNE 23, 2017 AND RECORDED IN DEED BOOK 4946 PAGES 11-44 WAS LISTED AS BEING 38.196 ACRES WITH A REMAINDER OF 21.723 ACRES AFTER THE SUBDIVISION. THE ACTUAL TOTAL ACREAGE OF THE TMP 093A5-00-00-00100 (PARCELS A AND B) WAS 42.309 ACRES WITH A REMAINDER OF 25.835 ACRES. 18. EACH PROPOSED LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 19, GLENMORE PARTNERS LLC WILL BE THE OWNER OF ALL COMMON/OPEN SPACE AREAS AND SHALL MAINTAIN THEM. 20. THE FOREST AND OPEN SPACE EASEMENT IS SUBJECT TO THE GUIDANCE SET FORTH BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) IN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM. THE AREAS WILL REMAIN UNDISTURBED IN A NATURAL, VEGETATED STATE, EXCEPT FOR ACTIVITIES AS APPROVED BY THE LOCAL PROGRAM AUTHORITY, SUCH AS FOREST MANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND REVEGETATING, PASSICE RECREATIONS (E.G. TRAILS), AND LIMITED BUSH -HOGGING TO MAINTAIN DESIRED VEGETATIVE COMMUNITY (BUT NO MORE THAN FOUR TIMES A YEAR, EXCEPT AS PERMITTED BY EXISTING EASEMENTS AND AGREEMENTS). FURTHER, THE CONSTRUCTION, INSTALLATION, RELOCATION, REPAIR, REPLACEMENT, OPERATION, AND MAINTENANCE OF NEW OR EXISTING PUBLIC UTILITY STRUCTURES AND FACILITIES SHALL BE PERMITTED WITHIN THE FOREST AND OPEN SPACE EASEMENTS AND ACCESS TO SUCH STRUCTURES AND FACILITIES SHALL BE PERMITTED AS DESCRIBED IN EXISTING AND FUTURE UTILITY EASEMENTS AND AGREEMENTS. 21. NO BUILDINGS, STRUCTURES, OR PERMANENT ROADS (PUBLIC OR PRIVATES) ARE PERMITTED IN SWM OPEN SPACE AREAS, EXCEPT FOR STRUCTURES AND FACILITIES ASSOCIATED WITH PUBLIC OR PRIVATE UTILITIES (PIPES, VALVES, MANHOLES, ETC.) PROVIDED, HOWEVER, THAT AFTER CONSTRUCTION, INSTALLATION, REPAIR, REPLACEMENT, OPERTATION, MAINTENANCE OR REMOVAL OF SUCH UTILITIES, ANY DISTURBED SOIL SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AN ENGINEERED SOIL MIX SHALL BE PLACED PER THE DESIGN SPECIFICATIONS, AND THE SWM OPEN SPACE AREA OR AREA SHALL BE RETURNED TO A NATURAL VEGETATED STATE. 22. PORTIONS OF THE SUBJECT PROPERTY SHOWN HEREON ARE SITUATED WITHIN FEDERALLY AND STATE DESIGNATED DAM INUNDATION ZONE. APPROVED FOR RECORDATION AGENT BOARD OF SUPERVISOR�TT PARCEL DATA: TMP 093A5-00-00-OOR00 (REMAINDER OF PARCEL A) TMP 093A5-K2-C2-000AO (OPEN SPACE A) TMP 093A5-K2-C2-000BO (OPEN SPACE B) TMP 093A5-K2-C2-00000 (OPEN SPACE C) SOURCE OF TITLE/PLAT REFERENCES: DB 4946 PG 11-44 (PLAT) DB 4926 PG 86-92 (PLAT) DB 4925 PG 655-664 (PLAT) DB 4698PG 476 DB 4694 PG 79-82 (PLAT) DB 4498 PG 207-214 (PLAT) DB 4237 PG 322-328 (PLAT) DB 4167 PG 308-313 (PLAT) DB 3863 PG 380-383 DB 3863 PG 363-378 (PLAT) DB 3620 PG 74-88 (PLAT) DB 3554 PG 393-400 (PLAT) DB 3060 PG 674-682 (PLAT) OWNER: GLENMORE PARTNERS LLC PO BOX 645 CHARLOTTESVILLE, VIRGINIA 22902 OWNERS APPROVAL: TMP 093A5-00-00-OOROO TMP 093A5-K2-C2-000A0 TMP 093A5-K2-C2-000BO TMP 093A5-K2-C2-00000 THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, "SUBDIVISION PLAT - SECTION K2C-II - PHASE 2 GLENMORE SUBDIVISION," IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. -&.� "er1" L J 014 2-8 2A/ 9 GLENMORE PARTNERS LLC ATE BY: RED DIRT DEVELOPMENT LLC, ITS MANAGER BY: JESS ACHENBACH, MANAGER NOTARY PUBLIC CITY/C-6&4W OF �isE/�f%3di/�c COMMONWEALTH OF VIRGINIA THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY n Brizz �,f�� Sbn G.n�cr /�io✓cr s{' /-Jffo-r.icy ON BEHALF OF GLENMORE /PARTNERS LLC THIS `d' DAY OF2019 NOTARY PUBLIC'S SIGNATUR NOTARY REGISTRATION NUMBER: lal-11 % MY COMMISSION EXPIRES SO ARLENE PROPST Notary Public Commonwealth of Virginia 101449 My Commission Expires NEW EASEMENTS: AE 15 = 15' ACSA ACCESS EASEMENT BL = BASELINE CL = CENTERLINE DAE 20 = 20' PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE ACCESS EASEMENT (COUNTY/GLENMORE COMMUNITY ASSOCIATION, INC.) (RECORDED HEREWITH) PDE 20 = 20' DRAINAGE EASEMENT DEDICATED TO PUBLIC USE (GLENMORE COMMUNITY ASSOCIATION, INC.) SDE VAR = VARIABLE WIDTH SIGHT DISTANCE EASEMENT (GLENMORE COMMUNITY ASSOCIATION, INC.) (RECORDED HEREWITH) SLE 10 = 10' PRIVATE SANITARY SEWER LATERAL - LOTS 10 AND 41 (GLENMORE COMMUNITY ASSOCIATION, INC.) DB 4946 PG 11-44 SLE VAR = VARIABLE WIDTH PRIVATE SANITARY SEWER LATERAL - LOTS 38 AND 47 (GLENMORE COMMUNITY ASSOCIATION, INC.) DB 4946 PG 11-44 SSE 15= 15' ACSA SANITARY SEWER EASEMENT SSE 20 = 20' ACSA SANITARY SEWER EASEMENT SSE VAR = VARIABLE WIDTH ACSA SANITARY SEWER EASEMENT SWM = VARIABLE WIDTH STORMWATER MANAGEMENT EASEMENT WE 10 = 10' ACSA WATERLINE EASEMENT WE 20 = 20' ACSA WATERLINE EASEMENT WE 21.5 = 21.5' ACSA WATERLINE EASEMENT WE 26 = 26' ACSA WATERLINE EASEMENT WE 28 = 28' ACSA WATERLINE EASEMENT WE 30 = 30' ACSA WATERLINE EASEMENT WE VAR = VARIABLE WIDTH ACSA WATERLINE EASEMENT = DENOTES STEEP SLOPE (PRESERVED) OVERLAY I EXISTING EASEMENTS: AE-X 20 = 20' ACCESS EASEMENT (ALBEMARLE COUNTY SERVICE AUTHORITY) DB 4831 PG 419-425 AEI-X 15 = I S ACSA ACCESS EASEMENT DB 4946 PG 11-44 PDE-X 20 = 20' PRIVATE STORM DRAINAGE EASEMENT (GLENMORE COMMUNITY ASSOCIATION, INC.) DB 4925 PG 655-664 PDE1-X VAR = VARIABLE WIDTH PRIVATE STORM DRAINAGE EASEMENT (GLENMORE COMMUNITY ASSOCIATION, INC.) DB 4925 PG 655-664 PDE2-X 10 = 10' PRIVATE STORM DRAINAGE EASEMENT (GLENMORE COMMUNITY ASSOCIATION, INC.) DB 4925 PG 655-664 PDE3-X 10 = 1U PRIVATE STORM DRAINAGE EASEMENT (GLENMORE COMMUNITY ASSOCIATION, INC.) 1.TH OF DB 4831 PG 419-425 y�F? !/ PDE4-X 20 = 20' PRIVATE STORM DRAINAGE EASEMENT (GLENMORE COMMUNITY ASSOCIATION, INC.) p� p DB 4712 PG 6-21 PDE5-X 12 = 12' PRIVATE STORM DRAINAGE EASEMENT (GLENMORE COMMUNITY ASSOCIATION, INC.) 'V , DB 4712 PG 6-21 v BRIAN D JAMISON D PDE6-X 20 = 20' PRIVATE STORM DRAINAGE EASEMENT (GLENMORE COMMUNITY ASSOCIATION, INC.) No. 3334 DB 4946 PG 11-44 a 2 - 06 -11 PDE7-X VAR = 20' PRIVATE STORM DRAINAGE EASEMENT (GLENMORE COMMUNITY ASSOCIATION, INC.) <' (1 qN0 DB 4946 PG 11-44 SSE-X 20 = 20' SANITARY SEWER EASEMENT (ALBEMARLE COUNTY SERVICE AUTHORITY) SUR\1Cf DB 4831 PG 419-425 SSE1-X 20 = 20' SANITARY SEWER EASEMENT (ALBEMARLE COUNTY SERVICE AUTHORITY) _ DB 4237 PG 322-328 SSE2-X 20 = 20' SANITARY SEWER EASEMENT (ALBEMARLE COUNTY SERVICE AUTHORITY) DB 4925 PG 655-664 SSE3-X 20 = 20' SANITARY SEWER EASEMENT (ALBEMARLE COUNTY SERVICE AUTHORITY) DB 2842 PG 507-522 SSE4-X 20 = 20' SANITARY SEWER EASEMENT (ALBEMARLE COUNTY SERVICE AUTHORITY) DB 4712 PG 6-21 SSE5-X 20 = 20' ACSA SANITARY SEWER EASEMENT DB 4946 PG 11-44 SWM-X VAR = VARIABLE WIDTH PRIVATE STORMWATER MANAGEMENT EASEMENT (GLENMORE COMMUNITY ASSOCIATION, INC.) DB 4712 PG 6-21 SWM1-X VAR = VARIABLE WIDTH PRIVATE STORMWATER MANAGEMENT EASEMENT (GLENMORE COMMUNITY ASSOCIATION, INC.) DB 4925 PG 655-664 SWM2-X VAR = VARIABLE WIDTH PRIVATE STORMWATER MANAGEMENT EASEMENT (GLENMORE COMMUNITY ASSOCIATION, INC.) DB 4946 PG 11-44 SWM3-X VAR = VARIABLE WIDTH PRIVATE STORMWATER MANAGEMENT EASEMENT (GLENMORE COMMUNITY ASSOCIATION, INC.) DB 4237 PG 322-328 WE-X 20 = 20' WATERLINE EASEMENT (ALBEMARLE COUNTY SERVICE AUTHORITY) DB 4712 PG 6-21 WE1-X 20 = 20' WATERLINE EASEMENT (ALBEMARLE COUNTY SERVICE AUTHORITY) TABLE OF CONTENTS: DB 4831 PG 419-425 1 -COVER SHEET WE2-X VAR = VARIABLE WIDTH WATERLINE EASEMENT (ALBEMARLE COUNTY SERVICE AUTHORITY) 2-10 -SUBDIVISION PLAT DB 4925 PG 655-664 11-12 - ACSA EASEMENT PLAT WE3-X 10 = 1U WATERLINE EASEMENT (ALBEMARLE COUNTY SERVICE AUTHORITY) 13-14 - STORM EASEMENT PLAT DB 4712 PG 6-21 15 - EASEMENT PLAT WE4-X 50.4 = 50.4' WATERLINE EASEMENT (ALBEMARLE COUNTY SERVICE AUTHORITY) 16-17 - TABLES AND PROFFERS DB 4831 PG 419-425 18-PROFFERS WE5-X 20 = 20' ACSA WATERLINE EASEMENT DB 4946 PG 1144 SUBDIVISION PLAT WE6-X21.5 = 21.5' ACSA WATERLINE EASEMENT DB 4946 PG 11-44 SECTION K2C-II WE7-X VAR = VARIABLE WIDTH ACSA WATERLINE EASEMENT DB 4946 PG 11-44 PHASE 2 VICINITY M/ SCALE: 1" = SITE LU HEKvr Lij ROAO U GLENMORE SUBDIVISION SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA AUGUST 30, 2018 SCALE: NA SHEET FILE: 387 1 OF 18 REV: FEBRUARY 06, 2019 ROUDABUSH, GALE & ASSOCIATES, INC. ENO/NEERS, SURVEYORS AND LAND PLANNERS A PROFESSIONAL CORPORATION $ COVER SHEET SERVING VIRGINIA SINCE 1969 & r ® 914 MONTICELLO ROAD- CHARLOTTESVILLE, VIRGINIA229M PREPARED BY: D. JORDAN PHONE 434-M-0205-FAx 4842B&022D-EMAIL INFD@ROUDABUSH.COM , Q:\RGA\TMPROJ\387-GLENMORE K2B SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-II-PHASE 11 - 020419.dwg D �8 OPEN SPACE D NEW SWM FORESTAUOPEN SPACE EASEMENT HEREBY DEDICATED TO THE COUNTY 0.049 AC 2� s S 67°47'56" W 125.00' N:3881166.346 ft E:11518602.332 c �- N �2 N ?LOT 18 co Lio,SBL-R 11,671 SQFT I 0.268 AC IV 77°323g., 200.30, in W VqR \ cd (rOTg1C11 l (TOcl) ? 02� RESIDUE III Q ti 5.278 AC CO 2 O�yJ 2 0 40 80 120 m N:3880851.098 E:11518677.8581 r aco ro co 3 LOT 38 I 9,283 SQFT Yoh :- c 0.213 AC O N co 0 I 7.32' �;� •<_ (TOTAL �r LOT 39 2s O se< 10,719 SQFT SBL /Q 0.246 AC S 67°d7•ec..... -- ----. Dry / / LOT 9,119 SQFT 0.209 AC \ T vi lm co \ na LOT 41 10,306 SQFT ap 0.237 AC wp ", of (TpT4 F wo \ CZO lb 5� LOT 42 /�w 9,718 SQFT u ^a 0.223 AC N N 4fa / h no LU_- z.LLp ago�O�I 4- o�W u_Qvnd LOT11 Oo JIFM-ATCHLINE 11,257 SOFT a o 0.258 AC10'SBL-S25'SBL-F - SHEET 9 z5 SoA va I I , o m rn I N cn I TMP 093A5-K2-C2-00700 03 w j0 TMP 093A5-K2-C2-00800 LOT 7 w TMP 093A5-K2-C2-00900 LOT 8 1O LOT 10 I o LOT 9 10,400 SOFT o coil I �z 0.239 AC o i c � I oI o --- a I / v 60.00, _ r N:3881317.941 TMP 093A5-00-00-00100 )TAL ORE PARTNER N o E'11519019.718 GLEN DRUMIN ROADS AIA DRUMIN ROAD C0 PRIVATE 50' RIGHT -OF WAY 0 DB 4946 PG 11-44 50' PRIVATE RIGHT-OF-WAY -iI 24,154 SQFT OR 0.555 AC _ �_ _ 225.74' (TOTAL \ TMP 093A5- S 57°40'10" W 72.14' \ LOT 115.00' m m 1 -TMP 093A5-K2-C2-05700 (� r D Z K I LOT 57 I lo_ 20' SBL-R m TMP 093A5-K2-C2-04800 I Om m o powI TMP 093A5-K2-C2-05800 \ N LOT 47 m LOT 48 I o o m y I LOT 58 \ I in 8,950 SQFT r Pn 0.205 AC cq m 2 O A a [to��cAm(S 25' SBL-F cm_ 4u _ i I N:3881326.656 -- y cn I E:11519353.819 2 m I - LOT 46 10' SBL-R I C.)9,249 SQFT 0.212 AC N 656'• E 911 50. _j LOT 45 W I \ 9,565 SQFT in 1 0.220 AC N---'56' y 44. / LOT 44 / 9,979 SQFT 0.229 AC va 0� o LOT 9,757 SQFT 15 u: 0.224 AC �� 51 \ I / / TMP 093A5-K2-C2-05600 LOT56 TMP 093A5rK2-C2-04900 / y 3 3 LOT49 Q n ^ m ;° TMP 093A5-K2-C2-05500 LOT 55 a wp N � �" TMP 093A5-K2-C2-05000 w m ' n t LOT 50 ca o / TMP 093A5-K2-C2-05400 y LOT 54 v� j\ ate,, TMP 093A5-K2-C2-05100 � s LOT51 �a T \ TMP 093A5-K2-C2-05300 0 j / TMP 093A5-K2-C2-05200 LOT 53 0 o r LOT52 A �• m TMP 093A5-00-00 C-11 5 PARCEL C-ll N A7 14.529 Ac NEW SWM FORESTALIOPEN SPACE EASEMENT ; HEREBY DEDICATED TO THE COUNTY `PARCEL C-11 IS A PORTION OF TMP 093A5-00-00-OOROO AND IS TO BE COMBINED WITH OPEN SPACE C AND BECOME REVISED OPEN SPACE C. IF S 67°36'18" W 564.46° *PROPERTY LINE FROM IF IF A TO B HEREBY VACATED 1 TMP 093A5-K2-OB-00600 LOT 6 TMP 093A5-K2-OB-00700 TMP 093A5-K2-OB-00800 \ \ LOT LOT8 m IN74°433g..E 168,E SUBDIVISION PLAT w Or SECTION K2C-II TMP EXISTING OPEN SPACE o�0 `� �^ A� PHASE 2 EXISTING OPEN SPACE C Y� / " i'1 2 2.580AC v BRIAN D JAMISON D GLENMORE SUBDIVISION NEW SWM FORESTAL/OPEN SPACE EASEMENT No. 3334 HEREBY DEDICATED TO THE COUNTY SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA % DBi 3� " �- SURv�� AUGUST 30, 2018 -P' n SCALE: NA SHEET ' /j•�/fi �1��/�7 FILE: 387 2 OF 18 REV: FEBRUARY 06, 2019 N:3880832.851 Ell9267.369 ROUDABUSH, GALE & ASSOCIATES, INC. IF ENGINEERS, SURVEYORS AND LAND PLANNERS B SUBDIVISION PLAT A PROPOSSIONAL CORPORATION 6 8 SERVING VIRGINIA 8/NO PREPARED BY: D. JORDAN 914 MONTICELLO ROAD- CHARLUrMSVILLP, VIRGINIA 2290E s p PHONE 434-077-0205-FAX4942965220-EMAIL INFOQROUDABUSH.COM , Q:\RGA\TMPROJ\387-GLENMORE K2B SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-II-PHASE 11 - 020419.dwg DRUMIN ROAD 50' PRIVATE RIGHT -Or' -NAY 24154 SQFT OR 0.555 AC S 57040'10" W 225.74' (TOTAI 115.00' Iq' 20' SBL-R w LOT 47 I in 8,950 SQFT I 1 0.205 AC If 25' SBL-F I N 64017'15" E 120.00' I I co LOT 46 10 SBL- R� � I 9,249 SQFT c v 0.212 AC N 67-47.56" E 119.50' LOT 45 CD CD 9,565 SQFT in °D 0.220 AC N 67-47.56" E 124.44 LOT 44 / 60.00' TMP 093A5-00-00-00100 \ LOT 60 ti� yryry boo MATCHLIN - SHEF, 4 Nl 1519019.71 \ "'- E:11519019.718 GLENMORE PARTNERS LLC m c DRUMIN ROAD �,yp`I oa o9j / r $ PRIVATE 50' RIGHT OF WAY y n _ \ �Qh�O�^h / DB 4946 PG 11-44 WE5 X / 10 \ '§ / / \ \ TMP 093A5-K2-C2-05900 72.14' LOT 59 A rn -� TMP 093A5-K2-C2-05700 D z I WE5 X LOT 57 TMP 093A5-K2-C2-04800 WE5-X I m m p 10 \ TMP 093A5-K2-C2-05800 W \ ? / LOT48 10 I o o m I LOT58 G)2010 _ Ty�� 05� r, A A D coo I E:11519353.819 2 �3 q�Qh p� j n I \ 0 30 ? IR p I TMP093A5-K2-C2-05600 WE5-X WE5 X LOT 56 � � TMP 093A5-K2-C2-04900 10 I 10 / 2 N:3881365.430 LOT49 i > IF E:11519480.941 w° w � 14 � ' — Z—/ / \-I P A TMP 093A5-K2-C2-05500PDLOT55 2p WE5-X ` WE5-X 2010 WE5 X w TMP 093A5-K2-C2-05000 10 J a LOT 50 VAR V \ VAR J � ' \ TMP 093A5-K2-C2-05400 �k LOT54 f; Q� WE5- w / OW g 10 o�Q O TMP 093A5 K2-C2 05100 i Q 9,979 SQFT / �o LOT 51 \ \ XF 0.229 AC e`(' / 6'9' swo / \ \ WE5 X \11 10 � l l TMP 093A5-K2-C2-05300 � 2p— ° / o•' / \yam ) = / TMP 093A5-K2-C2-05200 \ N m \ LOT 53 / / 7 i ?, ? = o Gj� Z = 2 LOT 52 \�C \ / 'n . J SWM1-X m m pp\ \ \ p1 �� �� W / CL / \ VAR PDE N N N 74°43'39" E 168.02 \ \ / pD; i co / / TMP 093A5-K2-OB-01200 \ I 0 40 80 120 ° — / LOT 12 L IS w � TMP 093A5-00-00-OOR00 PARCEL C-11 14.529 Ac SWM2-X \ NEW SWM FORESTAL/OPEN SPACE EASEMENT �� VAR HEREBY DEDICATED TO THE COUNTY 1F TMP 093A5-K2-C2-00000 C G OP EN SPACE C N:3880832.851 y E:11519267.369 2.580AC / TMP 093A5-K2-OB-00800 IF X LOT8 V� `z v \ \ m = v o W \ 'mac, wwm7-T \ fS. 1 \mAmUN \ \rOz>m \ �O-im6 \ 7> \ A� w �m o NEW SWM FORESTALIOPEN SPACE EASEMENT HEREBY DEDICATED TO THE COUNTY IS g6.26' 50.4137 w 2-0B-00900 TMP093ALO IS i TMP093A5-K2-OB-01100 �\ TH of SUBDIVISION PLAT LOT 11 0�,� t- SECTION K2C-II /-111 2 PHASE 2 BRIAN D JAMISON D GLENMORE SUBDIVISION \ No. 3334 SCOTTSVILLEbISTRICT ALBEMARLE COUNTY, VIRGINIA N � SUR0 AUGUST 30, 2018 \ / SCALE:NA SHEET FILE: 387 3 OF 18 REV: FEBRUARY 06, 2019 / TMP 093A5-K2-OB-01000 \ / LOT 10 \ ROUDABUSH, GALE &ASSOCIATES, INC. / ENGINEERS, SURVEYORS AND LAND PLANNERS SUBDIVISION PLAT A PROFESSIONAL VIRGIN CORPORATION $ BERV/N0 V/ROf NfA SINCE 19 5 6 9 P PREPARED BY: D. JORDAN ` VIRGINIA PHONE 434-On-0205-F 434-M8 -& 20 I FO®ROUDABUSH.COM L� QARGA\TM PROJ\387-GLEN MORE K2B SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-II-PHASE 11 - 020419.dwg r, - / TMP 093A5-K2-C2-000AO OPENSPACEA \ 2.319 AC (ORIGINAL) _ s REVISED OPEN SPACE A /N:3881� 6.150 p 2 v NEW SWM OPEN SPACEIFORESTAL EASEMENT E.11519953.004 y� FT w io HEREBY DEDICATED TO THE COUNTY _ h 2.339 AC Z 2 TOTAL) ---- 57°40'10" W 395.00' ( 240.02' 80.00' I \ N U) o m ro I II TMP 093A5-K2-C2-00700 r A CO) TMP 093A5-K2-C2-00800 N m LOT 7 to TMP 093A5-K2-C2-00900 LOT 8 0 °i LOT 10 I o `��° LOT s X I 10,400 SQFT 0.239 AC I I m o WE5-X I WE5 X t 00000 c 10 y =I WE5-X D \10 - - TMP 093A5-K2-C2-00500 I \ o� \ LOT 5 O � \ WE5-X / \ WE5 X 10 10 TMP 093A5-K2-C2-00600 \ LOT WE5 X y \ 10 TMP 093, / \ / WE6 X / 21.5 a137 � TMP 093A5-K2-C2-06000 \ TMP 093A5-00-00-00100 \ LOT 60 \ � GLENMORE PARTNERS LLC wDRUMIN ROAD �rPRIVATE 50' RIGHT-OF-WAYIn DB 4946 PG 11 44 WE5-X 10 TMP 093A5-K2-C2-05900 LOT 59 I a! m + TMP 093A5-K2-C2-05700 r D Z I WE5 X LOT 57 -0 10 ' TMP 093A5-K2-C2-05800 O TMP 093A5-K2-C2-04800 WE5-X I m m+ T m 0 I LOT 58 \ m LOT48 10 i oomy \ v - A0 LLn TI G) O e nz0 io '�- Amo — — —_ — w 1 y o �N:3881326.656 w - I n o I I E:11519353.819 \- i I 1 I TMP 093A5-K2-C2-05600 N' WE5-X WE5 X LOT 56 ! y l rn TMP 093A5-K2-C2-04900 10 10 LOT 49 i o TMP 093A5-K2-C2-05500 rn PDE64( - —�� LOT 55 I 20 / WE5-X WE5 X 20 10 II N WE105 X TMP 093A5-K2-C2-05000 \ �. LOT 50 J Q WE7 X VAR _ w �' \ TMP 093A5-K2-C2-05400 k LOT 54 WE5-X� Q 10 WE5-X �y TMP 093A5-K2-C2 05100 / s \ LOT 51 10 WESX 10 �\ TMP 093A5-K2-C2-05300 a I \ I2� p93Ph0 �p PO I F 25aJ°Qo�° RFD O�OGPgO / TMP 093A5-K2-C2-05200 \ m \ LOT 53 D = _ LOT 52 \ o C7 y \ 3 0 m A M 74' 3 39•, E _68.02.1 / At, 2 y 0 IS to to 0 40 80 120 Q0\` w I I 5�=0 00 IF J on 20 ' i CIL i �PDE 20 ' MATCHLINE - SHEET 10 VAR Cl \ IF \ Z JPDJE �aF - oQ N:3881759.782 \ � E:11519509.135 � TMP 093A5-K2-C2-06200 �sIF \ LOT 62 \ TMP 093A5-K2-OB-01600 / I -K2-C2-06100 \ LOT 16 I / 1T 61 /o h o ' / Oho \ \ O°j6Ph O� N:3881365.430 E:11519480.941 Oc, /+ cZ I ( / BRIAN D JAMI50N D No: 3334 oz-rJG�l9 SUR4� 5;5 / I , l SUBDIVISION PLAT SECTION K2C-II PHASE 2 GLENMORE SUBDIVISION �a SCOTTSVILLE DISTRICT SWM1-X ' \ VAR f ALBEMARLE COUNTY, VIRGINIA \\ _ AUGUST 30, 20111 -/ SCALE:NA SHEET FILE: 387 4 OF 18 REV: FEBRUARY 06, 2019 TMP 093A5-K2-OB-01200 \ / LOT 12 i I ROUDABUSH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS ® A SERVING V ONALRGIN CORPORATION SUBDIVISION PLAT SERVlNO VIRO/N/A SINCE 1966 PREPARED BY: D. JORDAN 914MONTICEu.OROAD -CHAALorrEsnLLE,wRGINw2zeo2 9 p I L PHONE 484.)77-0205-FAX 494.2866220-EMAIL INFO®ROUDABUSH.COM , QARGA\TMPR0J\387-GLENM0RE K213 SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-11-PHASE 11- 020419.dwg Q:\RGA\TMPROJ\387-GLENMORE K2B SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-II-PHASE 11 - 020419.dwg Q:\RGA\TMPROJ1387-GLENMORE K26 SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-II-PHASE 11 - 020419.dwg Q:\RGA\TMPROJ\387-GLENMORE K2B SMH\PLATS\K2C-II1Phase 2 Subdivision PIat1387-K2C-II-PHASE 11 - 020419.dwg Q:\RGA\TMPROJ\387-GLENMORE K21B SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-II-PHASE 11 - 020419.dwg I PPF� Ro�X�20�MPN PlV�SP TMPOCO ONOPEN SPACE C 01APIEDMONT ROODS LP PP ,ECDB 4712 PG 2 FLOo ll N 57016'06" E 248.25' is IS N 65010'04" E 302.9T (TOTAL) 271.74' N 61°41'43" E 293.88' (TOTAL) TMP 093A5-K2-C2-000AO H N:3881367.928 31.23' 33.43' 89.75' sq 167.70' IS ?S�„ OPENSPACEA 2.319 AC (ORIGINAL) W E:11518364.246 TMP 093A5-00-00-OOR00 --3.00'�84°�s ?�'° �s� REVISED OPEN SPACE A 2 v1 PARCEL C-11 o,"��h h'Sg S8• NEW SWIM OPEN SPACE/FORESTAL N7g.0q'41••E 14.529 Ac NEW SWM FORESTAL/OPEN SPACE EASEMENT Z By, PARCEL A EASEMENT HEREBY DEDICATED O THE COUNTY Z y�h� / -II AC 12673, HEREBY DEDICATED TO THE COUNTY 1 0 843 SQFT U o LOT 14 0.019 AC LOT 15 11,125 SQFT /y0 y l 12,139 SQFT >' 0.255 AC 0.279 AC RESIDUE III ,�°5R'�� s 5.278 AC m� c 10'g\ �1'7 / �Z ��Z �Z 0 40 80 120 pb `" C25 < LOT 13 3 / (TOTAL) 10,347 SQFT o cb Ioti N \ 0.238 AC N v LOT 16 a� 11,514 SQFT 0.264 AC 1y. I S 57-4010" W 125.30' q, M ---7 m - �o TMP 093A5-K2-C2 4 � n o� \ LOT 5 0 S 73° 07 N:3881556.150 ^ ro \ 28.63' W LOT 12 _ Iv E:11519153.004 g 134.g \ 10 6' (T OTAL) 9.928 SQFT o, '3, G'� / 0.228 AC � � H Z ^ , 57°40'10" W 395.00 (TOTAL) 240.02' \ TMP 093A5-K2-C2-00600 \ LOT 17 °� L- 154.98' go.00' \ LOT 6 Q w I 9,874 SQFT 1 M \ O~ 0.227 AC I 74.98' D y in p rn FQ- I Z I W= I I TMP 093A5-K2-C2-00700 \ / S 67 47'56' O 4 o O LOT 7 W 125.00' F- x 41 m TMP 093A5-K2-C2-00800 N:3881166.346 J C7 Ox I I > N TMP 093A5-K2-C2-00900 LOT 8 \ E:11518602.332 c �- w yLU I- I i° I LOT 10 0 4 LOT 9 N > wLL \ I' 0 � LOT 11 10,400 SQFT o_ can 0 9�• N 1 H> •- co c .9 0 239 AC o �'S N O o W C.) 11,257 SQFT °a°jpo 9�, Z v LOT 18 c W ILc. V 0.258AC w m 10' SBL-R 11,671 SQFT 5, n v N I o I C7� 7° 0.268 AC N N N �323g„ I rn 2 y 10' SBL S 200.3p, q W �_ SO� co 25' SBL-F VAR \ 80..00'_ _ h Cg 98,21' _ - TMP 093A5-00-00 ERR L v (TOTgL� C11 Cli 47.53' _ _. - -- N 57°40'10" E 225.74' (TOTAL) N:3881317.941 GLENMORE PARTNERS LLC E:11519019.718 MATCHLINE - SHEET 2 c DRUMIN ROAD DRUMIN ROAD r c PRIVATE 50' RIGHT-OF-WAY 50' PRIVATE RIGHT-OF-WAY -n DS 4946 PG 11-44 (TOrAL� 24 154 SQFT OR 0.555 AC _ \ SAo., S 57°40'10" W 225.74' (TOTAL) \TMP 093A5-K2-C2- 72.14' LOT 59 F 115.00' r) A m TMP 093A5-K2-C2-05700 row `C6 3 C5 38.60' J d W LOT 57 ?i w°f m O O 20' SBL-R = TMP 093A5-K2-C2-04800 orn m m A w II 41 TMP 093LOT 58 2-05800 Go � � � � w � ZOT 48 I � 0 1 m 5. \ LOT 47 1 �B� CPg OPEN SPACED w o c r a o cn \ NEW SWM FORESTAUOPEN SPACE EASEMENT 3 I LOT O rn CO o 8,950 SQFT ,' Z n A o HEREBY DEDICATED TO THE COUNTY p5 c 9,283 SQFT n ro n 0.208 AC J o y o Z oa 0.049 AC Ah' c Ir 0.213 AC n ?, w co 2 A m o - - - tp Mi N I c If 25 SBL-F y _ ;; -n -+ y o NTH SUBDIVISION PLAT ,ry�O^ry 7.32' Z �- _ - -_ _ r N 64°1T15" E 120.00. n O� A D � I �� of 1, SECTION K2C-II ° I/� �% PHASE 2 ° 120.00' N N ?+ TMP 09z,�� � y s s7 a75s_W 127,32(TOTAL) Z �' roBRAN o JaMisoN D GLENMORE SUBDIVISION Do CA p0 Q I -,� N TMP093A5-K2-C2-04900 No. 3334 SCOTTSVILLE DISTRICT 10' SB _ 3 3 oA� 1OT 49 b i - b�-)q ALBEMARLE COUNTY, VIRGINIA �7o LOT 39 2S v o� r LOT 46 L R�y : ` \ �yN aQ 10,719 SQFT SBL_p / U Z o <j / 9,249 SQFT o n Rt \ SURV AUGUST 30, 2018 0.246 AC // �0 nQ 0.212 AC \ _ SCALE: NA SHEET FILE: 387 9 OF 18 Z REV: FEBRUARY 06, 2019 S 67°4 57 6 • - 9 0'` W 145.02' O� ��rn N 67°4T56" 23 E 119.50' C� Q1 ash o ROUDABUSH, GALE & ASSOCIATES, INC. ENO/NEERS, SURVEYORS AND LAND PLANNERS A PROFESSIONAL CORPORATION Q O' LOT 4U '1ry Q > > N SERVING VIRGINIA SINCE 186E w " SUBDIVISION PLAT p °oa 9,119 SQFT LOT 45 I `O a PREPARED BY: D. JORDAN PHONE494977-OM-FAx4s4-29"=-EIML INFO@RouoneusH.COM V (q N .P �° 814 MONHCELLO ROAD- CHARWTIE8WILLE, MRGINIA MM 9 P M / 0,209 AC TMP 093AOT 50 2-05000 , �w LOT 50 Q:\RGA\TMPR0A387-GLENM0RE K2138MH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-II-PHASE 11 - 020419.dwg / rn W w 2 w z M F 0 TMP 093A5-K2-0C-000C0 OPEN SPACE C PIEDMONT NEIGHBORHOODS LP DB 4712 PG 6-21 E IS ODE1-X VAR TMP 093A5-K2-0C-000A0 \ / OPEN SPACEA PIEDMONT NEIGHBORHOODS LP / DB 4712 PG 6-21 \/ IF �8900. SWM-X l S49•• VAR 61 °41'43" E 293.88' (TOTAL) TMP 093A5-K2-C2-000AO - S°4 167.70' IS _ OPEN SPACE S 57°43'10" W 109.17' S 71-18•58" W 104 , roF -3.00' 84? �S�.. / - - 2.319 AC (ORIGINAL) / 21 09; �j ?a•. S� \ \ \ REVISED OPEN SPACE A - - - h'S9 S8• NEW SWM OPEN SPACEIFORESTAL EASEMENT g A4 y2 1 / ry PARCEL A -II / HEREBY DEDICATED TO THE COUNTY 843 SOFT / 1 2.339 AC !o / / / i - - - ry� I / / ti .OT14 0.019AC / I /!�� /�� 3,�6• 1 I k 12 5SQFT.255 AC / / / P� PR / °�6�y \ TMP 093A5-K2-C2-00200 TMP 093 C2-00100 �Ft LOT 2 LOT 1Ilb /l 10 s / I / / \ TMP 093A5-K2-C2-00300 LOT 3 I / S V-- ---" AR \ y6R \ l T sr 09 LOT 13 \�`��i \ \ I 2l4w h`O / 010FN ir2oc 10,347 SQFT °�\ \ TMP 093A5-K2-C2-00400 \ WE5- �F/G A/FO `cO9C 00, X-- I<LOT4 WE7-X l hg trip F 0 0,238 AC / \ tV 2 \ 10p.Q N\ I N0 y \ WE5-X VARco AppO =O g AZ WE5-X \ \ 125.30' \ S 57°40'10" W �0 0 w� yy(o 10oo cl) WE2 X \ \ d� \ \ \ CA7 Q TMP 093A5-K2-C2-00500 \ VAR \ ^ '� LOT 5 I�+ 0 40 80 120 N3881 56.150 �p^a� \ C1 IF LOT 12 I : v /E:11519153.004 9,928 SQFT 0.228 AC ;o / WE5-X 2 ^ (TOTAL) WE5-X �- 57°40'10" W 395.00' ( 240.OT I I \ 10 10 \ 0 �--- TMP 093A5-K2-C2-00600 \ �� WE5 154.98' 80.00' LOT / off, I l�,� 10 / N:3881759.782 i \ 74.98' I I 5� E:11519509.135 v 'fl \ `9d TMP 093A5-K2-C2-06200 os c rn rn i I I I ��� / \ LOT 62 N � 2 I U3 I I I TMP 093 C2-00700 WE5-X N w TMP 093A5-K2-C2-00800 I ro rn I 10 TMP 093A5-K2-C2-00900 o LOT 7a rn \ \ v N I x to 10 I o LOT 9 LOT 8 I I 1 TMP 093A5-K2-OB-01600 LOT 11 I 10,400 SQFT o 0 1 I TMP 093A5-K2-C2-06100 \ LOT 16 11,257 SQFT `z 0.239 AC I I 1 I / \ LOT 61 0.258 AC I c I m b I o WE5 X I I WE5 X c 10 I I 10 / III X SBL-S ---� �- 0 W 1�X 21.5 - TMP 093A5-K2-C2-06000 80.00. - / \ \ LOT 60 98 21' TMP 093A5-00-00-0RS L 0 0 O 225.74 (TOTAL) N N:3881317.941 \ ,a`I`I' oy N 57°40M0' E (n E:11519019.718 GLENMORE PARTNERS LLC / ° O \ 00 c DRUMIN ROAD �lyp`I DRUMIN ROAD17 c PRIVATE 50' RIGHT OF WAY \ OP4V A n DB 4946 PG 11-44 -� WE5 X / 50' PRIVATE RIGHT- 55WAY - 10 24,154 SQFT OR 0.555 AC - \ TMP 093A5-K2-C2-05900 \ �90 10 S 57°40'10" W 225.74' (TOTAL 72.14' LOT 59�� 2 115.00' ` z TMP 093A5-K2-C2-05700 °^Sh9 / DB 560 0 P G \ r 1 n v 1 WE5 X LOT 57 ii 20' SBL-R I TMP 093A5-K2-C2-04800 IVES-X I W m m p 10 TMP 093A5-K2-C2-05800 ? 15 A z A w I LGr58 \ SUBDIVISION PLAT A LOT 47 w 1 LOT 48 1 o o v n \ oo �yTH OF SECTION K2C-II n 8,950 SQFT I o A 96 1 0.205AC I �+ 020yo - - - o ^ / �' z � __---- - ,yy �� o� � ��° � � � �'c� PHASE 2 w - A b %) A O N:3881326.656 !�°1ka oco GLENMORE SUBDIVISION 25'SBL-F a3 2,00 CMG M�� h / BRIAN D JAMISON D _ rn1 1i 0 1 E:11519353.819 22 �Z,G SPP BPS �OQ No. 3334 SCOTTSVILLE DISTRICT J 64°1T15" E 120.00' I { 0 I 1 38°30 9 0g3P OPEN G SRPOVN O / 02 �66,I� ALBEMARLE COUNTY, VIRGINIA -� WE5-X 1 WE5 X TMP-093LOT 56 2-05600 N Q51 S�ING��PJO�ONp (NAG SUF2\IE�O� AUGUST 30, 2018 ^; �o N 1 10 10 / MFO O�O\GP / SCALE: NASHEET ro N TMP 093A5-K2-C2-04900 Z N:3881365.430 / FILE: 387 10 OF 8 �IJ E:11519480.941 / / \ /� ri REV: FEBRUARY 06, 2019 10' $ w J LOT49 j i �° � �� IF d 7 LOT 46 SBL-R�i� 3 � I -_ � Vol� N0 90.21 SQFT "i1�� _, ROUDABUSH, GALE & ASSOCIATES, INC. 0.212 AC h e m - J TMP 093A5-K2-C2-05500 / ENQ/NEERS, SURVEYORS AND LAND PLANNERS PD1'6'^ ' to B A ERVING V RQJNONAL CORPORATION / // ' _ j LOT 55 SUBDIVISION PLAT BERVlNO V/Rt31 N/A SINCE f96B 1T56"E 119.50' --JJ ' / / / _ -� WE5X i'�O 914MONRCELLOROAD -CHARLOTTESNLLE,MRSINIA22802 s e 20 PREPARED BY: D. JORDAN WE5X \ 20 PHONE 494A7/-0205•FAX434-2683220-EMAIL INFOVo ROUDABUSH.COM e Q:\RGA\TMPROJ\387-GLENMORE K213 SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-11-PHASE 11- 020419.dwg , 0 40 80 120 IMATCHLINE - SHEET 12 28 = a LOT 11 L 1 O / LOT 18 m a 0 CIL WE ^ r 30 .y A,2' 5.03 �<v 38p/ CIL (TIE N �z \ woE DRUMIN ROAD =�pco 1 pJ RESIDUE III A �2S2• 50' PRIVATE RIGHT-OF-WAY 2 ,4Q� O OPEN SPACED 3 i NEW SWM FORESTALIOPEN SPACE EASEMENT IN I HEREBY DEDICATED TO THE COUNTY CL 1 0.049 AC N k�ol WE LOT 47 CL LOT 38 10 A F / AE CL WE / v to BL 15 10 n w WL1 c w D SLE ,y of F 5.79' 1 R VAR "� 5� WL10 0) < y (TIE) BL cn / cn w SLE Am / cs WL9 0 A = 2.56' VA o z CL > I I a CIL WE Q CL N z / SSE 3 WE / . m / 20 LOT 39 10 Q p 10 LOT 46 I CD CL Q CL I ���u SSE5 X Qom` h hr R o 20 I /N h C3 c �1• NTH p Q�P 9�'ry , �� / <g P"21 oT h IT CV CL S' P WE I LOT 40 BL 21.5 % 5 0 �l" ✓ �` 2 �' �`' / WE LOT 45 I v N CL v BRIAN D JAMISON D ��� /oy VAR I 2 I .oy SSE N0. 3334 /?y zo � 62-aG1R� ^• s \ / CL o, / \� \\\ / , WE A=10.38' A-2.99 CL / LOT 41 109 / A = 11.83' I'Y / `� ��. <4 LOT 44 SSE2-X A = 19.20' � \/ 20 If CIL C2 WE / M 5 11p.21' CL ��T\/p `� 21.5 I WE v, CL \\ a2 2 SLE 401 CIL 10 — SSE2-X \\ S r� 10 20 �'ves./8rso�, tea, LOT 42 LOT 43 / TMP 093A5-00-00-OOR00 NBjo s PARCEL529Ao-ll , \¢S\3S\Naq�o1,E 140,68 ��'/' NEW SWM FORESTALIOPEN SPACE EASEMENT , HEREBY DEDICATED TO THE COUNTY \ / SUBDIVISION PLAT ,o IF DB S 1 �( P SECTION K2C-II IF IF PHASE 2 IF TMP093A5-K2-06-00400 TMP093A5-K2-OB-00500 GLENMORE SUBDIVISION / LOT LOT5 SCOTTSVILLE DISTRICT \ TMP 093A5-K2-0B-00300 \ IF LOT 3 ALBEMARLE COUNTY, VIRGINIA \ \ , TMP 093A5-K2-OB-00600 TMP 093A5-K2-OB-00200 \ LOT 6 AUGUST SCALE: NA \ TMP 093A5-K2-OB-00700 SCALE: NA SHEET \ LOT \ ` \ LOT 7e�% FILE: 387 11 OF18 \ \ --�— \ REV: FEBRUARY 06, 2019 ROUDABUSH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS ACSA EASEMENT\ PLAT A EROFE88/ NALRGIN CORPORATIONSINCE166B SERVING V/RHARLO SINCE f96B \ / \ 814 MON17CF11(1 R0Ao-OHARLOT,E3VILLE, VIROWIA 2?802 s P PREPARED BY: D.\JORDAN PHONE 434-977-02M- FAX 434-2884=-EMWL INFO@ROUOfi H.00M Q:\RGA\TMPROJ\387-GLENMORE K2B SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-II-PHASE 11 - 020419.c QARGA\TMPROA387-GLENMORE K2B SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-II-PHASE 11 - 020419.dwg 04 / MATCHLINE - SHEET 14 3 m LOT 10 LOT9 LOTS , = a LOT 11 p? w LOT18 in bVAR I TMP 09345-00-00-00100 a� �O GLENMORE PARTNERS LL DRUMIN ROAD O s p DRUMIN ROAD RIVATE 50, RIGHT -OF -WA W Cp\ `w�\� RESIDUE III ,�o• \ \ — DB 4946 PG 11-44 \ 64 OPEN SPACE D \ \y \ NEW SWM FORESTALIOPEN SPACE EASEMENT A m -i TMP 0 HEREBY DEDICATED TO THE COUNTY n z v I CL \ ��p \ 0.049 AC TMP 093A5-K2-C2-04800 I m Ill m A w 0 a O cn DAE \ 9p� \ LOT 47 LOT 48 20 LOT 38 I � � z rn � OSO-lo 0 40 80 120 w g� J I T en 2� �0 c q TMP 093A5-K2-C2-04900 mO2� 2 3� LOT 49 LOT 39 o LOT 46 1 ti ASip g,20 0 LOT 40 LOT 45 / / TMP 093A5-K2-C2-05000 LOT 50 CL DAE \ \ ?gyp \ \ / �Q��9 / / N 6704756" E 140.80' 20 LU tt CL TMP 093A5-00-00-OOR00 �Npq � LOT 41 LOT 44 DE f TMP 093A5-K2-C2-05100 PARCEL C-l/ ��o �9,y R� 20 i N ' LOT 51 14.529 Ac 6 Oc DL361 ?�TO�� NEW SWM FORESTALIOPEN SPACE EASEMENT �F� Fr�r�OCL / HEREBY DEDICATED TO THE COUNTY FOB i N 10 �O PDE rn 20 DC2 pp O �• � pC15 / / Z-1' O 1 OL2 APPRO LOT 43 G^ O<NO°b TMP 093A5-K2-C2-052 ,DR\�LOT 42 LOT52 M yN��s 20NIT TjON CL SWM DAE O m m �+'p (STAT�c1 VAR 3q o \ N 20 v ro \ O \ TMP 093A5-K2-C2-00000 ca I EXISTING OPEN SPACE C 4143,\ i�9. 2,580AC 8`.5`.(TO rY 64 ` 5• W 916 0` qO�P SWM NEW SWM FORESTAUOPEN SPACE EASEMENT GCS _ s0A9 0 91 VAR J HEREBY DEDICATED TO THE COUNTY DC4— ° CL (roraL CL 'a SUBDIVISION PLAT IFS 5�9?lglrcl �' P2DOE \ ) DAE 0 v�is ys.12 > �M SECTION iK2C-11 � 9 50°1237 W o y ASE 2 IF IF Q?6379'� O \ ,moo � BRIAN D JAMISON v GLENMORE SUBDIVISION TMP 093A15- 2 B 00400 TMP 093A5-K2-OB-00500 54.79' (TIE) �1 ^ O No. 3334 SCOTTSVILLE DISTRICT OT 4 LOT 5 9.721F O bV- I� ALBEMARLE COUNTY, VIRGINIA O23 g-00300 \ CL IF C9N AUGUST 30, 2018 \ POE TMP 093A5-K2-0B-00600 S wM1-X 174.39' (TIE) D SURgC' SCALE: NA SHEET \ \\ �0 LOT 6 \ - TMP 093A5-K2-06000 _ - TMP 093A5-K2-OB-00800 FILE: 387 13 OF 18 — _ — —LOT 7 PDE X SOT 8 _ '/f/��� �d /9 REV: FEBRUARY 06, 2019 20 - - ROUDABUSH, GALE & ASSOCIATES, INC. \ i ENGINEERS, SURVEYORS AND LAND PLANNERS 1 ✓ - A PROFESSIONAL CORPORATION \ 06 3 STORM EASEMENT SERVING VIRGINIA SINCE 105E PLAT \ \ - 914 MONTICELLO ROAD-CHARLanESVILLE, VIRGINIAMM s r P \ PREPARED BY: D. JORDAN PHONE 434-W-0205-FAX 434-0)(Hi 0-EMML INFO®ROUDABUSH.00M Vi Q:\RGA\TMPROJ\387-GLENMORE K2B SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-11-PHASE 11 - 020419.dw Q:\RGA\TMPROJ\387-GLENMORE K2B SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-II-PHASE 11 - 020419.dwg �o TMP 093A4-00-Q2-02400 / LOT 24 TMP 093A4-00-00-000JO N / GLENMORE ASSOCIATES LIMITED PARTNERSHIP too / SECTION Q2 TMP 093A2-00-00-O01A0 / COMMON AREA -kk l VIRGINIA CLUB HOLDINGS, LLC DB 4446 PG 133 �J/ / DB 5056 PG 202 8 ° DB 2422 PG 466 DB 4926 PG 86-92 3 71?3 DB 4803 PG 80 8Z7r, F N 62°18'26" E 11178°7g DB 4425 PG 244 112.33' 3g 49 N 62°20'14" E N 63041157" E o l DB 4096 PG 116 66• 91.83' 82.47' N 7905g A, DB 3881 PG 357 0 DB 2183 PG 563 „b APPROXIMATE LOCATION OF 6g?' 5�'L� / DAM BREAK INUNDATION ZONE ( N 68°47'36" E 114.72' N 79° o 1' i Q. 4 . / / / ^� APPROXIMATE LOCATION OF 5 —40.4 F o Up W Q M / DAM BREAK INUNDATION ZONE (FEDERAL) o co Z Q a , / VR ��Qy / oQ�z / �� \O� 2� TMP 093A5-K2-C2-000BO l ¢ a / �Pyary pJ GPI OPEN SPACE B / o o `� yQ�a / ��' NEW SWM FORESTAL/OPEN SPACE EASEMENT o g o m� 9/ HEREBY DEDICATED TO THE COUNTY / tie y / O+OOp 4.112 AC 0/ QQF Qom' S 74°54 p5.. Q 1*4 w 554.57• / \ Ilk- N �5,50r49 E 42IT 593 TMP 093A4-00 Q2-02700 y LOT 27 9 P I v QQ- ( 0 60 120 180 P pOp h LU Wc � y TMP 093A5-K2-OB-02800 \ LOT 28 /! /A TMP 093A4-OO-Q2-02600 I LOT 26 GSPPGR�pG& Qa$2�� I I I , m 00 \ �1TH of BRIAN D JAMISON D Lo \ No. 3334 \ TMP 093A4-00-Q2-02500 1N 1!6,�„ ` - _ — TMP 093A5-K2-OC-o00A0 \ \ — - 2 ' Ob— ( I - ��' �� LOT 25 coo)z n OPEN SPACE A rn -t D o o �� ` PIEDMONT \ \ `. _ _ _ _ _ �O SURq� �� \ o/ NEIGHBORHOODS LP D — I �` DB 4712 PG 6-21 — _ 20 _ \ TMPo93A5-K2-oc-000co \ - -� — SUBDIVISION PLAT \\� OPEN SPACE C \ \ \ \ TMP 093A5-K2-OC-00700 �\ �� PIEDMONT NEIGHBORHOODS LP \ \ \ \ TMP 093 LOT 8 C-00800 I LOT 7 �� \ \ \ \ DB 4712 PG 6-21 \ \ \\, \ SECTION KSE 2 \ PHASE 2 TMP 093A5-K2-0C-006o0 /1�\ \, \�\ ��\ PP°o2-\ \GLENMORE SUBDIVISION /rr LOT 6 SCOTTSVILLE DISTRICT Q \ 3� ALBEMARLE COUNTY, VIRGINIA \ �� �F3� l / TMP 093A5-K2-OC-00500 \� T \ \ \ AUGUST 30, 2018 l l TMP 093 LOT 9 C-00900 \�� ^O Gy�X LOT 5 \�\\\ —�_ _ — _ \ \ \ SCALE: FILE 387 15 OF 8 �C\ / _ Q REV: FEBRUARY 06, 2019 ll �F3 °/F��yIA°93 LL�c3X / TMP 093A5 K2-OC-00400 �_� _— 2X / _��- _ y ,° °yTNF.�°°o� '° fora °�— ROUDABUSH GALE &ASSOCIATES INC. _ - - L _ _PPDESX 12 Sg pgFRS/pF04y/sq/ \ wF3 TMP 093 LOT 3OC-00300 _--�_-__�� ENO/NEERS, SURVEYORS AND LAND PLANNERS FOO�S X - l A PROFESSIONAL CORPORATION \ / B4j72pr`'ivyk <p ` '0 / SWM EASEMENT PLAT SERVING VIRGINIA SINCE lose'. SSP Gs2r TMP093A5-K2-OC 914MONOCELLOROAD -CHARLanESviLLE,VIRGINIA2MM J / LOT 2 PREPARED BY: D. JORDAN PHONE4sa9n-0zos- FAX 4s4• -EPML INFO@ROUDAWSH.COM Q:\RGA\TMPROJ\387-GLENMORE.K2.B SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-II-PHASE 11 - 020419.dwg ID CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 275.00' 108.17' 107AT N 61007'15" E 22032'13" C2 170.00' 38.91, 38.83' S 6205249" W 13006'53" C3 285.00' 61.89' 61.76' S 78010'30" W 12026'29" C4 325.00' 278.79' 270.32' S 82014'39" W 49°08757" C5 325.00' 12.15' 12.15' N 58044'27" E 2°08732" C6 325.00' 120.82' 120.13' N 70027'44" E 21018'03" C7 325.00' 95.63' 95.29' N 89°32W' E 16051'35" C8 325.00' 50.18' 50.13' S 77036'16" E 8°5O'47" C9 275.00' 235.90' 228.73' N 82014'39" E 49008'57" C10 275.00' 106.27' 105.61, S 84015'08" E 22"0830" C11 276.00' 126.37' 125.26' N 71030'44" E 26°19746" C12 275.00' 3.25' 3.25' N 58000'31" E 0040'41" C13 225.00' 82.73' 82.26' N 11040'06" W 21°03'57" C14 225.00' 57.43' 1 57.28' 1 N 14-53-20" W 14-37'29" C15 225.00' 25.29' 25.28' N 04°21'21" W 6026'28" C16 63.00' 344.43' 50.00, S 88051'53" W 313014'25" LINE BEARING DISTANCE DU N 43028'39" E_ 37.80' DL2 N 84003'07" E 11.40' DL3 S 10029'01" E 18.37' DL4 S 02024'36" W 19.24' DL5 S 04029'41" W 20.73' DL6 S 05000'40" E 21.17' DL7 S 10032'53" E 20.75' DL8 S 18028'25" E 23.54' DL9 S 82033'39" W 10.91, DL10 S 07043'34" W 38.96' DL11 S 15017'58" E 4.35' DL12 N 82016'26" W 17.07' DL13 N 30045'06" E 9.65' LINE BEARING DISTANCE DL14 N 07043'34" E 33.54' DL15 S 82033'39" W 5.09' DL16 N 58°3843" W 34.21' DL17 N 03027'20" E 21.35' 71-18 S 76025'46" E 5.72' DL20 S 32°48'24" W 5.17' DL21 S 38053'26" E 8.18, DL22 S 15°41'13" E 36.62' DL23 S 25038'41" W 15.08' DL24 S 43055'38" E 51.18' DL25 S 14008'15" E 34.21' DL26 S 24005'39" W 25.37' DL27 N 49°17'44" W 1.57' CURVE RADIUS ARC LENGTH C ORD LENGTH CHORD BEARING DELTA ANGLE C17 63.00' 46.06' 45.04' N 4604846" W 41 °53'08" C18 63.00' 38.77' 38.16' N 08014'28" W 35015'27" C19 63.00' 51.09, 49.70' N 32037'16" E 46028'03" C20 63.00' 58.28' 56.22' N 82°2124" E 53;00'12" C21 63.00' 40.74' 40.03' S 52037'04" E 37002'53" C22 63.00' 100.89' 90.45' S 11 047'07" W 91 °45'30" C23 63.00' 8.60, 8.59, S61034'29" W 7049'13" C24 175.00' 64.34' 63.98' S 11 040'06" E 21 °03'57" C25 63.00' 344.43' 50.00' N 67047'56" E 313014'25" C26 63.00' 23.40' 23.27' S 78010'42" E 21017'09" C27 63.00' 86.31' 79.72' S 28°17'15" E 78029'46" C28 63.00' 50.69' 49.33' S 34000'41" W 46006'05" C29 63.00' 49.21' 47.9T S 79026'25" W 44045'24" C30 63.00' 50.40' 49.07' N 55015'49" W 45050'08" C31 63.00' 84.41' 78.23' N 06002'12" E 76045'53" C32 2 25.00' 190.60' 184.95' S 12019'06" W 48032'07" LINE BEARING DISTANCE DL28 S 14008'15" E 6.23' DL29 S 75-51-45" W 15.00, DL30 N 37050'25" E 15.47' DL31 S 49°17'44" E 20.62' 61-32 N 79-03-33" W 15.76' DL33 S 82027'13" E 2Z65' DL34 N 89000'32" E 10.94' DL35 S 06027'22" W 18.87' DL36 N 55056'02" E 29.08' DL37 N 08048'58" W 7.51' DL38 S 16055'26" W 17.53' DL39 S 23022'09" W 27.20' r ,tor nt c4a eja COUNTY OF ALBEAIARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone(434)296-5832 Fax (434)972-4012 December 19, 2007 Glenmore Associates Limited Partnership clo Michael Barnes Po Box 5207 Charlottesville, Va 22905 RE: ZMA2006-00016 Gienmore, Section K2, Leake Property Dear Mr. Barnes: The Board of Supervisors approved your rezoning application forZMA2006-0016 on November 14, 2007. Your rezoning from RA - Rural Area zoning district to PRD - Planned Residential District - residential was approved In accordance with the attached proffers signed November 13, 2007 and dated November 14, 2007 and the Application Plan dated November 14, 2007. Please refer to these documents for any future applications and requests on this property. The Board's action also resulted in approval of the requested critical slopes waiver, A private street request and waivers to curb, gutter, and planting strip requirements were approved by the Planning Commission at their August 21, 2007 meeting, The Planning Commission also approved a waiver to provide sidewalks on all streets except on Farringdon Road and Carroll Creek Road. For Farringdon and Carroll Creed Roads, a "paved path on one side of the street only was approved. The Board of Supervisors approved the location of the paths on the Application Plan dated November 14, 2007. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with applicable -PROFFERS and APPLICATION PLAN; • approval of and compliance with a SITE PLAN andlor SUBDIVISION PLAT; and • approval of a ZONING COMPLIANCE CLEARANCE. If you have questions or comments regarding the above -noted action, please do not hesitate to contact Sherri Proctor at 296-5832. LINE BEARING DISTANCE L1 S 89014'48" W L2 S 01°08'07" E _ _12.75' 10.71' L3 N 01008'07" W 10.71' L4 N 04005'22" E 27.57' L5 S 16030'55" W 4.14' L6 S 0704917" E 18.09, L7 S 36035'10" W 15.06' LINE BEARING DISTANCE SL1 N 04°41'43" W 23.35' SL2 N 39019'19" E 19.85' SL3 N 77032'00" W 10.52' SL4 S 54017'56" E 39.47' Cc: Tex Weaver Chuck Proctor (VDOT) Steve Allshouse Sherri Proctor Sarah Baldwin Bruce Woodzell (Real Estate) Proffers binder (if applicable) File 0 CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE DC1 107.00' 23.89' 23.84' N 09051'05" E 12047'29" DC2 8.00' 13.98' 12.27' N 53030'48" E 100*06,551, DC3 100.00' 74.89' 73.16' S 66014'24" W 42054'38" DC4 100.00, 53.96' 53.31' N 60014'33" E 30054'55' DC5 100.00, 20.94' 20.90' N 81 °41'52" E 11 °59'43" DC6 45.00' 37.41' 36.34' S 06044'09" W 47037'33" DC7 20.50' 12.16' 11.99, S 01047'32" W 33059'46" DC8 34.50' 8.44' 8.42' S 25047'54" W 14000'58" DC9 24.50' 42.48' 37.36' S 82028'52" W 99020'57" DC10 24.50' 7.69' 7.66' N 41 °48'03" E 17059'19" DC11 24.50' 34.79' 31.94' S 88031'28" E 81 °21'38" DC12 32.90' 21.95' 21.55' S 04058'42" W 38013'53" DC13 21.90' 11,63' 11.49' N 60039'12" E 30°25'07" DC14 35.00' 62.49' 54.51' N 84°55'35" E 102017'36" DC15 3080.00' 105,09' 105.08' N 80019'48" E 1057'18" DC16 17.50' 12.85' 12.56' S 77039'21" E 42004'25" DC17 28.00' 47.62' 42.09' S42016'03"E 97026'50" LINE BEARING DISTANCE WL1 N 66057'21" E 3.76' WL2 N 73012'18" E 3.64' WL3 N 81037'31" E 6.37' WL4 N 86025'50" E 3.15' WL5 S 43°59'29" E 3.25' WL6 S 03032'54" E 7.86' WL7 S 28045'14" W 3.31' WL8 S 86025'50" W 2.55' WL9 S 69027'42" W 3.94' WL10 S 66057'37" W 3.70' WL11 N 11030'43" W 3.40' WL12 S 68000'11" W 3.77' WL13 S 69004'00" W 3.62' WL14 N 34040'58" W 7.54' WL15 N 55019'02" E 2.99' WL16 N 69°04'00" E 2.73' WL17 N 67047'56" E 6.37' WL18 N 32019'50" W 6.34' �o���,,I.TH n pF ��� �' BRIAN D JAMISON D No. 3334 02_0b_A ,y l,9 O SURV�C SUBDIVISION PLAT SECTION K2C-II PHASE 2 GLENMORE SUBDIVISION SCOTTSVILLE DISTRICT DB e P 5q& ALBEMARLE COUNTY, VIRGINIA --� AUGUST 30, 2018 SCALE'NA SHEET FILE:. 387 16 OF 18 REV: FEBRUARY 06, 2019 ROUDABUSH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS A PROFESSIONAL CORPORATION $ SERVING VIRGINIA SINCE 1856 TABLES AND PROFFER ® 814 MONiICEUA ROAR-CHARLOTiESVILLE, VIROINIA 22802 s P PREPARED BY: D. JORDAN PHONE 434BTI-0205- FAX 494238-5710-EMAIL INFD@ROUDABUSH.COM Q:\RGA\TMPROJ\387-GLENMORE K213 SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-II-PHASE 11 - 020419.dwg D SECTION K2C: 26 DWELLING UNITS 10 DWELLING UNITS SECTION K2C-11: PHASE 1: 24 DWELLING UNITS 10 DWELLING UNITS PHASE 2: 19 DWELLING UNITS NIA PHASE 3: 19 DWELLING UNITS PROPOSED N/A TOTAL: 110 DWELLING UNITS 32 DWELLING UNITS * DENOTES THE NUMBER UNITS CONSTRUCTED PER THE COUNTY OF ALBEMARLE GIS SITE AS OF OCTOBER 26, 2018 CGpL.i Original Proffer X Amended Proffer _ (Amendment # ,� PROFFER FORM Date: November 14, 2007_ ZMA # 2006-016 Tax Map and Parcel Number(s) , Tax Map 93 Parcels Al-1 A5-1 and Tax Map Parcel 94-74 and portions of Tax Mgp 94 Parcels 15, 16, 16A. 111.73 Acres to be rezoned from PRD/RA to PRD The Owner hereby voluntarily proffers that if the Albemarle County Board of Supervisors acts to rezone the Property from the RA to the PRD zoning district as requested, the Owner shall develop the Property in accord with the following proffered development conditions (each, a "Proffer," and collectively, the "Proffers"), which the Owner acknowledges are reasonable, pursuant to Section 15.2-2303 of the Code of Virginia, 1950, as amended, and pursuant to Section 33.3 of the Albemarle County Zoning Ordinance. If rezoning application ZMA 2006 015 is denied, these proffers shall immediately be null and void and of no force and effect. This Proffer Statement shall relate to the Application Plan entitled "Master Plan, Glemnore", dated November 2,1990, and prepared by Clower Associates, Inc„ the Application Plan entitled "Glenmore Planned Residential Development Application Plan for ZMA 99-016, dated April 12,. 2000 and more specifically the plan entitled, "Glenmore Section K-2", dated June 15, 2007, last revised November 14, 2007, and prepared by Roudabush, Gale, and Associates, Inc, 1, The development of the Property shall be limited to those uses allowed by right under Section 19.3.1 (1), (5), (6), (7), (8), (9), (10) and (11) and those uses allowed by special use permit under Section 19.3.2(2), (4), (8), (9), (10) and (11) of the Zoning Ordinance of Albemarle County, Virginia (hereinafter referred to as the "Zoning Ordinance" and the "County") as those Sections are in effect on November 14, 2007, copies of which are attached hereto. The residential development on the Property shall not exceed one - hundred ten (110) single family units. Of the one -hundred ten (110) single family dwelling units, seventy-six (76) single family dwelling units are in addition to, and not counted as part of, the eight hundred thirteen (813) units authorized in Glenmore PRD by ZMA 99-016; thirty-four (34) single family dwelling units are counted as part of the the eight hundred thirteen (813) units authorized in Glemnore PRD by ZMA 99-016. for the CDun . _al the Rivann . - :2 In order to estabhsh:.a future.-publre gl eenway trail... ty ... ong River, within one (1) year after the date of approval of ZMA 2006-1016, the Owner shall • NAKL:tL A -II IJ A VUK I IUN Ur IIVIr uWJAA-VV-VV-VVKVV, REMAINDER OF PARCEL A, AND IS TO BE COMBINED WITH OPEN SPACE A AND BECOME REVISED OPEN SPACE A. • PARCEL C-II IS A PORTION OF TMP 093A5-00-00-OOR00, REMAINDER OF PARCEL A, AND IS TO BE COMBINED WITH OPEN SPACE C AND BECOME REVISED OPEN SPACE C. * • 1HLLNIIKLI` LOT/OPEN SPACE LOT 14 LOT15 LOT16 LOT 40 LOT 41 OPEN SPACE D OPEN SPACE E iA AGRE MENT LINE: 10-13, LOT 38-39, AND LOTS 42-47 ARE SITUATED WITHIN THE ACSA BOUNDARY AGREEMENT. AREAS INSIDE ACSA AGREEMENT LINE AREAS OUTSIDE ACSA AGREEMENT LINE 10,288 SQFTt 837 SQFT± 4,648 SQFT± 7,491 SQFT± 9,004 SQFT± 2,510 SQFT± 9,076 SQFT± 43 SQFT± 10,185 SQFT± 121 SQFT± 227 SQFT± 16,339 SQFT± 46,829 SQFT± 756 SQFT± dedicate in fee simple to the County for public use no less than 43.45 acres in greenway area, as shown on Attachment A, entitled "Glenmore Greenway Trail, Final Exhibit," prepared by Roudabush, Gale, and Associates, hic, and dated June 18, 2007 (the "Greenway Trail Area"). Such Greenway Trail Area may be increased as mutually agreed by the Owner and the County and includes the greenway area originally intended to be included in the greenway pursuant to proffer no. 6 of "ZMA 79-16" (such proffer correctly identified as proffer no. 6 of "ZMA 97-16) and the additional area comprising a minimum of 14.98 acres proffered pursuant to this ZMA 2006-016. A. Prior to dedication of the Greenway Trail Area to the County, no buildings shall be constructed, or erected within the Greenway Trail Area without the consent of the County and it shall be otherwise preserved in its natural state except for establishing pedestrian and riding trails and general beautification including, but not limited to, the clearing of underbrush, removal of dead trees and shrubs, and cleanup of the river. B. Prior to dedication of the Greenway Trail Area to the County, the Owner may grant across the Greenway Trail Area utility easements, access easements to the Rivanna River for residents of Glenmore and members and guests of the Glenmore Country Club and may build riding trails or make similar uses of the area, provided that such utility and access easements allow the County's use of the surface of the easement area to be used as a greenway, including the establishment of si s, benches and other accessory improvements, and do not otherwise interfereith the County's future use of the Greenway Trail Area as a greenway. II C. The Owner shall convey the Greenway Trail Area by Deed "of Gift and Easement Agreement. The Deed shall be accompanied by a subdivision plat depicting the Greenway Trail Area and bearing a notation that the Greenway Trail Area is dedicated for public use, subject to provisions and reservations contained within the Deed. If, at the time of dedication, the Greenway Trail Area is not dedicated by an accompanying subdivision plat, the Owner shall pay the costs of surveying the Greenway Trail Area, preparing the subdivision plat or other depiction thereof acceptable to the Director of Community Development and the County Attorney, and preparing and recording the Deed, and further provided that the Deed is in a form approved by the County Attorney. D. After dedication, the Greenway Trail Area shall continue to be counted as "open space for the purposes of the Glenmore Master Plan and required density. 3. To offset public expenditure on Capital Improvement Projects, the Owner shall contribute sixteen -thousand five -hundred ninety dollars ($16,590) in cash for the purposes of funding transportation, public safety, school, parks and library improvements to offset public expenditure on Capital Improvement Projects. The per lot cash contribution shall be paid to Albemarle County prior to the issuance of a building permit for each lot. 4. ..To provide capital for Albemarle County's Affordable housing Program, the Owner shall - dollars 2 9 52 in cash for each - two d $ undyed fifty-two , ) d nine -hundred o thousan con tribute two -thousand fh' -..- . _.. _.... .__..,...._.. , al- _ _. _rl _ . _ . dwelling lot on the Property to provrd-e caprtal for Albemarle County s Affordable -" 2 OPEN SPACE AREA - SWM OPEN SPACE AND FORESTAL F_ASI=MENT TABULA I IONS: REVISED OPEN SPACER 2.339 ACRES OPEN SPACE B 4.112 ACRES REVISED OPEN SPACE C 17.109 ACRES OPEN SPACE D 0.049 ACRES TOTAL 23.609 ACRES' * 23.609 TOTAL ACRES ARE HEREBY DEDICATED TO THE COUNTY AS A SWM OPEN SPACE AND FORESTAL EASEMENT. AREA TABULATIONS: - TMP 093A5-00-00-00100 (REMAINDER OF PARCEL A) 25.835 ACRES +TMP 093A5-K2-C2-000AO - OPEN SPACE A 2.319 ACRES +TMP 093A5-K2-C2-00000 - OPEN SPACE C 2.580 ACRES SUBTOTAL 30.734 ACRES PHASE II SUBDIVISION • PRIVATE RIGHT-OF-WAYS 1.484 ACRES • OPEN SPACES 19.497 ACRES OPEN SPACE A (ORIGINAL) 2.229 ACRES +PARCEL A -II 0.019 ACRES REVISED OPEN SPACE A 2.238 ACRES OPEN SPACE C (ORIGINAL) 2.580 ACRES +PARCEL C-11 14.529 ACRES REVISED OPEN SPACE C 17.109 ACRES OPEN SPACE D 0.049 ACRES • LOTS 4.474 ACRES • RESIDUE 111 5.278 ACRES DR 51 P_ TABLES AND PROFFERS 1 PREPARED BY: D. JORDAN OF G/A 0 c/ BRIAN D JAMISON v No. 3334 N O S V R U 41 SUBDIVISION PLAT SECTION K2C-11 PHASE 2 GLENMORE SUBDIVISION SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA AUGUST 30, 2018 o SCALE:NA SHEET FILE: 387 REV: FEBRUARY 06, 2019 17 OF 18 ROUDABUSH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS A PROFESSIONAL CORPORATION B SERVING VIRGINIA SINCE 1958 6P 914 MONTICELLO ROAD- CHARWT9ESNLLE, VIRGINIA MM S P PHONE 43""-02W-FAX 434.29MM-EMAIL INFO®ROUDABM.COM Q:\RGA\TMPROJ\387-GLENMORE K2B SMH\PLATS\K2C-II\Phase 2 Subdivision Plat\387-K2C-11-PHASE 11 - 020419.dwg Housing Program. The per lot cash contribution shall be paid to Albemarle County prior to the issuance of a building permit for each lot. 5. Begimung January 1, 2008, the amount of cash contribution required by Proffer number 3 shall be adjusted annually until paid, to reflect any increase or decrease for the preceding calendar year in the Comparative Cost Multiplier, Regional City Average, Southeast Average, Category C: Masonry Bearing Walls issued by Marshall Valuation Service (aWa Marshall & Swift) (the "Index") or the most applicable Marshall & Swift index determined by the County if Marshall & Swift ceases publication of the Index identified herein. In no event shall any cash contribution amount be adjusted to a sum less than the amount initially established by. these proffers. The annual adjustment shall be made by multiplying the proffered cash contribution amount for the preceding year by a fraction, the numerator of which shall be the Index as of December 1 in the year preceding the calendar year most recently ended, and the denominator of which shall be the Index as of December 1 in the preceding calendar year. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. In order to provide a higher level of Erosion and Sediment Control than is required by current State and Local regulation, the Owner shall adopt construction procedures and practices that limit the amount of disturbed area and provide enhanced protection for areas historically prone to erosion. These procedures and practices shall include: A. Limit construction activity such that not more than 30 acres of the proj cot is disturbed at any point in time. For the purposes of this proffer, disturbed areas will be determined by the Program Authority based on the active E&S plan with adjustments to include additional areas of disturbance and exclude areas where permanent stabilization has been installed. B. Utilize wire reinforced silt fence to control rlmoff from building construction. C. Utilize permanent seed and matting to stabilize all slopes steeper than 3H: i V. D. Modifications to the above may be granted by the Program Authority due to special circumstances during review of the E&S plan. -Signature Page Follows- GLENMORE ASSOCIATES LIMITED PARTNERSHIP, a Virginia limited partnership BY: The Frank A. Kessler ation of st dated November 18,199 s en ed td Partner BY: (SEAL) Mich er uccessor Trustee Date: BY:.._...._. . � (SEAL) P L . ess a Su cessor Tjrustee �Date: COMMONWEALTH OF VIRGINIA COY/COUNTY OF _,czn-J-• , to wit: The foregoing imtrtirnent was acknowledged before me this 13 day ofNovember, 2007, by Michael D. Comer, Successor Trustee under The Frank A. Kessler Declaration of Trust dated - November 18, 1996, as amended, General Partner of Glenmore Associates Limited Partnership. Oot�Pubhic�" My Commission Expires: 13 I —_of tQI Q My Notary Registration No.: COMMONWEALTH OF VIRGINIA tiPY/COUNTY OF Q9 h,rr) h e to wit: The foregoing instrument was acknowledged before me this 1:J day of November, 2007, by Peggy B. Kessler, Successor Trustee under The Frank A. Kessler Declaration of Trust dated November 18,1996, as amended, General Partner of Glenmore Associates Limited Partnership. X_-MLt n _-) _ Z otary Public My Commission Expires: l My Notary Registration No.: --1p 1'4 5 5Q 4-0 \4855192.2 :Com: ENDA D. SHORTotary Public nwoalih of Virginia 314532 4 Wlon EKplrn Jan 31. 2010 ROUDABUSH, Q ENCRINEERS, SURV H O ( C-) BRIAN D JAMISON No. 3334 SUC' SUBDIVISION PLAT SECTION K2C-II PHASE 2 GLENMORE SUBDIVISION SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA PROFFERS SERVING 914 MOMICELLA RO/ PREPARED BY: D. JORDAN PHONE 434 M-0205-FAX C Q:\RGA\TMPROJ\387-GLENMORE K28 SMH\PLATS\K2C-11\Phase 2 Subdivision Plat\387-1<2C-II-PHASE 11 - 020419.dwg 201900001318.027 INSTRUMENT #201900001318 RECORDED ALBEMARLE CO CIRCUIT COURT CLERICS OFFICE Feb 12, 2019 AT 01:01 pm JON R. ZUG, CLERK by EMJ BOOK 05136 PAGE 0573 -00598