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HomeMy WebLinkAboutSUB202100035 Correspondence 2022-01-24^�oeatR�, 401 McIntire Road, North Wing U . rnLy Charlottesville, VA 22902-4579 County of Albemarle Telephone:434-296-5832 L11 COMMUNITY DEVELOPMENT DEPARTMENT WWW.ALBEMARLE.ORG November 3, 2021 RE: LOD2021-00018 - OFFICIAL DETERMINATION OF SPECIAL USE PERMIT CONDITION COMPLIANCE — Compliance with Condition #2 of SP1990-00103 Orchard Acres (the "SP") REVISED — Parcel ID 055CO-03- 00-OOAOO (the "Property") (Property of STANLEY MARTIN COMPANIES LLC) White Hall Magisterial District To Whom it May Concern: In response to the Planning Divisions request for an official determination of Condition #2 of the SP, to determine what is considered "development of the residue" of Parcel ID 055CO-03-00-OOA00, I have made the following determination: On June 19, 1991, the Albemarle County Board of Supervisors approved the SP to allow a floodplain crossing over Powells Creek. The SP includes the following condition, "No development of the residue property or access to adjacent properties is allowed until second access is provided to Orchard Drive." The residue is identified as Parcel ID 055CO-03-00-OOA00. Per LOD2014-00009, Boundary Line Adjustments (BLA) are not considered development of the residue; thus, the BLAB were permitted to be approved and subsequently recorded with the Office Clerk of the Circuit Court of Albemarle County. BLAB in 2015 and 2020 adjusted the boundary lines of the Property. The Zoning Ordinance defines development for the purposes of parcels being in a dam inundation zone and the floodplain. Even though the Property is in a dam inundation zone, Condition #2 at the time did not contemplate this definition. That said, this definition is being utilized for this determination. The second part of the definition regarding the floodplain will help guide this determination as well. The noted portion of the definition of "Development' is as follows: "..."development" means any man-made change to improved or unimproved real estate, including, but not limited to, buildings or other structures, mining, dredging, filling, grading, paving, excavation or drilling operations or storage of equipment or materials." The Zoning Ordinance also defines "Start of construction." "Start of construction means the date the building permit was issued, provided the actual start of construction, repair, reconstruction, rehabilitation, addition, placement, substantial improvement or other improvement..." In 1992, the Property was left as a 25.525-acre parcel after the subdivision that followed the approval of the SP. In 2015, the boundary lines of the Property were adjusted that left a residue of 12.8 acres. In 2019, a new survey was produced that identified that the Property was 12.810 acres. In 2019, a BLA was approved and recorded added land to the original 12.810 acres to become a 16.278-acre parcel. This parcel is the remaining portion of the original 25.252-acre residue from 1992. November 3, 2021 LOD2021-00018 Page 2 After consultation with Planning Staff and the Zoning Administrator, I have determined the following: The installation of the streets for the proposed Pleasant Green subdivision does involve grading. Grading is listed in the definition above that is being used for this determination. As these streets will provide access to existing public streets for the proposed Pleasant Green subdivision and the existing Orchard Acres subdivision, said grading would not be considered development as Condition #2 requires constructing a second access to Orchard Drive and that construction requires grading. Also, "development of the residue" specific to Condition #2 of the SP is issuing a building permit. The attachment titled "Development line for SP Condition" shows an interpretation of what lots proposed to be developed would and would not be subject to Condition #2 of the SP. This will allow lots within the Pleasant Green subdivision to the east of the blue line on the referenced attachment to be developed and not be subject to Condition #2 of the SP, allowing for the Pleasant Green subdivision's orderly development. The road that will connect to Orchard Drive from Cling Lane must be designed and constructed according to the County and VDOT standards, including the design and construction of the related drainage, slope, and utility easements as appliable. Said road and associated improvements must be approved and deemed completed by the County Engineer before any building permits for the proposed development to the west of the blue line in the attachment titled "Development line for SP Condition" will be issued. The improvements will be deemed complete when the County Engineer determines that the roadway is safe and convenient for travel. Anyone aggrieved by this determination may appeal it within thirty (30) days of this notice, in accordance with Virginia Code § 15.2-2311. If a timely appeal is not filed, this determination becomes final and unappealable. An appeal may be taken only by filing an appeal application with the Zoning Administrator and the Board of Zoning Appeals, in accordance with § 34.3 of the Zoning Ordinance, along with a fee of $240 plus the actual cost of advertising the appeal for a public hearing. Applications for Appeal of the Zoning Administrator's Determination are available at the Community Development Department located at 401 McIntire Road, Charlottesville, Virginia 22902, or online here for Zoning Administrator Determination or Appeal. This form applies to the appeal of the Zoning Administrator's decision or any other administrative officer pertaining to the Zoning Ordinance. Regulations on the filing of an appeal to the Board of Zoning Appeals are located in Chapter 18, Section 34.3 of the Albemarle County Code. They may be reviewed online at httr)s://www. abemarle.ora/aovernment/community-development/advisory-boards/board-of-zoning-appeals If you have any questions, please get in touch with me Sincerely, Francis H. MacCall Chief of Zoning/Deputy Zoning Administrator November 3, 2021 LOD2021-00018 Page 3 Attachments: • SP1990-00103 Approval - County - httos://Ifweb. a lbema rle. orq/weblink/search. aspx?d bid=3&searchcommand=%7b%SbCDD- Planning%5d: %5bAppl icati onN umber%5d=%22SP 199000103%22%7d • LOD2014-00003 Approval - County - hftps://Ifweb. a lbemarle. orq/weblink/search. aspx?dbid=3&searchcommand=%7b%SbCDD- Planninq%5d: %5bAppl icati onN umber%5d=%22LOD201400009%22%7d • 1992 subdivision plat • 2015 Boundary Line Adjustment plat • 2019 Boundary Line Adjustment plat • Development line for SP Condition —Approved plat for SUB2020-033 (Used with original determination from 9/24/21) • Development line for SP Condition — Plat for SUB2021-166 (to be used once approved and recorded) eK 1255Pc04 13 ROTE: rRon [ To rolNr'9' ►ROPERTr LwEI' AIOMii 0► STREAM. PRNCMML OOImm U sHo�rN� � ,,m — �� T. M. 55C Pot. C. ` OPEN SPACE NO. I J 1. 837 AG Wrot,. L OCO"a^ �'- 100 W. FbW PVWh �r l4V UKWTT PLAH"INO COtMI)tlolt aatu ofto►aaYism n r�/�i t att N • •t • • •t• w .ti 1�_(4CrtyE it pyE�A,O40 CLING LANE AND THE PORTION OF THE FUTURE STREET SHOWN ARE HERESY DEDICATED TO PUBLIC USE. NOTE: ALL LOTS ARE SUBJECT TO ALL REQUIRED EASEMENTS BY VDOT ANC'ACSA FOR FINAL ACCEPTANCE OF ROAD, WATER. AND SEWER FACILITIES. ANY NECESSARY EASEMENT REVISIONS WILL BE PLATTED AT THE COMPLETION OF CONSTRUCTION. ANY INCREASE OF TRAFFIC OVER 400 V.P.D. MAY RlOUNE THE UPGRADING OF THE EXTENSION -*OF CLING LANE "NO OONCRET•E FADB.BUILDINO CORNERS,OECM, PORCHES OR ANY PART OF A STRUCTURE SMALL ENCROACH ON WATER OR SEWER EASEMENTS. NOTE: LOTS IO TNRU" REVISED DEC. G,1l91 TO CLEAR IO,SAN. SENDER ESMT. 1 I { /tv /e r f fi?0I s'W, Sf*0 ESA„ SUBOiVi; LOTS I PHi CROZET AT c WHITE HA ALBEMARLE SCALE NOV. REV: DEC. I REV: ME 'I U BK 1255P60414 owW Ar/AovAL TO *?AM Cr VM1 wept00 nMOiTi o�,ci�aTO M afm 80,0[ m AT "Avg A�dyommnnew w Rer 011 O� LA T T OF iii_ R IT, t.� gyro R4jtwar 6 r s? t.ed Mo 9 . tee. S{ Q BET , ', IN PLAT IN 30 E I ;BOSSING ozET . DISTRICT ►UNTYa VIRGINIA 1'=100' 1991, Lot Revislons 1992 AC.S.A. Commenft SITE TA OWNER: Charlottesville Nausbp Foundotlon 100 Cant Square Ames Chorlattesvll o Va. 22901 LEGAL DESCRIPTION: Tax Mopp J5C Po►al A D.&Mp•341 0.8. 1173 A 715 Da319p597 ZONNr1Gs R-B ( With S.P. 90-103) USE. ResldsMlal SETBACK$: Front 2� Is 1; Rear 20, AREA SUMMARY Open Spaa I+2+3 4.178 AC. Rood RAY Dedicotim 2.5415AC. Lots S. 399 AC. Residue 25.525AC. 40.844 AC. S12tf9tf SF NoO FURTHER TwE DIVISION o1vISIDN of Ti118 PROPERTY WITH-, OUT PLANNING COMMISSION APPROVAL. .ALL LOTS TO BE SERVED BY PUBLIC WATER M SEWER. \ --�—y0�•—DENOTES IRON PINS OR OTHER PERNAMINT tr�0 40M AIENTATION SET. DENOTES IRON PINS FOUND. 164 Ste + td s �• �. �s � b 'fib f� U355 ROUDABUSK awr & ASSOC., INC. A IR0p0rfi fI0JmVA co roRATAON EiWswwr - caw affwy" - caw AWww w AhWfttfww/A►/ VA p%b FILE.. 7437 ,awn. VIRGINIA LAND RECORD COVER SHEET FORM A - COVER SHEET CONTENT Instrument Date: 6/23/2015 Instrument Type: PM Number of Parcels: 7 Number of Pages: q [ ] City [X County ALBEMARLE TAX EXEMPT? VIRGINIA/FEDERAL LAW [ ] Grantor: [ ] Grantee: Consideration: _ $0.00 Existing Debt: ..-.----. .................$0.00. _..... Actual Value/Assumed: E0.00 PRioR ]NmumENT UNDER § 58.1-503(D): Original Principal: $0.100 ...__.------- Fair Market Value Increase: $0.00 001811 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIVIIIINIIINIIIIIIIIIINIINI�IN� Doc ID: 033157550005 Type: DEE Recorded: 07/17/2015 at 03:38:12 PM Fee Amt: $52.00 Page 1 of 5 Albemarle County, VA Debra M. Shipp Clrult Clerk File# 2015-00007877 13K4650 PG576-580 (Area Above Reserved Original Book Number: 3447 Original Page Number: .200. Original Instrument Number: Prior Recording At: [ ] City pQ County ALBEMARLE Percentage In This Jurisdiction ... 100.00000% BUSINESS / NAME 1 [X Grantor: CROZET DEVELOPMENT SOLUTIONS, LLC [ ]Grantor: -...__ _- .. _...... (XJ Grantee: CROZET DEVELOPMENT SOLUTIONS, LLC -------------- - [ ] Grantee: - GRANTEE ADDRESS Name: CROZET DEVELOPMENT SOLUTIONS, LLC _ ---_ .... ---- Address: 1215 EAST MARKET STREET SUITE B City; CHARLOTTESVILLE ___...-_..-......... State: . vA . Zip Code: 22902 P------- -- ...... Book Number: .3"7 Page Number: 200 Instrument Number: Parcel Identification Number (PIN): OSSCO-03-00-OOOAO Tax Map Number: - Short Property Description: RESIDUAL PROPERTY FROM CROZET CROSSING DEVELOPMENT Current Property Address: 1194 BLUE RIDGE AVENUE City: CROZET_ _ _. _ State: _VA_ Zip Code: .. 22932_ Instrument Prepared By: HAMRICK ENGINEERING, P.C. Recording Paid By: CROZET DEVELOPMENT SOLUTIONS Recording Returned To: MARK WATSON Address: 1215 EAST MARKET STREET SUITE B City; CHARLOTTESVILLE _ State: VA Zip Code: 22902 FORM CC-1570 Rev: 7/15 §§ 17.1-223,17.1-227.1,17.1-249 1 of 1 Copyright ® 2014 Office of the Executive Secretary, Supreme Court of Virginia. All rights reserved. Cover Sheet A Prepared by/Return to: Crozet Development Solutions, LLC 1215 East Market St. Suite B Charlottesville VA 22902 TMP 05600-00-00-00600, 05600-00-00-006A1, 05600-00-00-006130, 05600-00-00-006CO3 05600-00-00-006DO and portions of 055CO-03-00-000AO and 056A1-01-00-00250 CERTIFICATE OF CONFIRMATION FOR RECORDATION OF PLAT The attached subdivision plat made by Hamrick Engineering, P.C., dated February 16, 2015, last revised June 23, 2015, entitled, "Boundary Line Adjustment Plat Crozet Development Solutions, LLC Properties Whitehall District, Albemarle County, Virginia," being portions of the land acquired by Crozet Development Solutions, LLC (grantor and grantee for indexing purposes) by the following instruments recorded in the Clerk's Office of the Circuit Court of the Albemarle County, Virginia: Deed from Central Virginia Development Solutions, Inc. dated June 26, 2007, recorded June 27, 2007 in Deed Book 3447, p. 200; Deed from Central Virginia Development Solutions, Inc. dated June 26, 2007, recorded June 27, 2007 in Deed Book 3447, p. 218; Deed from Central Virginia Development Solutions, Inc. dated June 26, 2007, recorded June 27, 2007 in Deed Book 3447, p. 229, and Deed from Matthew H. Smith and Virginia Leigh McCauley (F/K/A Virginia L. Smith) dated July 17, 2007, recorded July 20, 2007 in Deed Book 3459, p. 726; which plat is hereby confirmed and submitted for record in said Clerk's Office. Given under my hand this 14'-rH day of JUL-( , 20 tl�' Crozet Development Solutions, LLC, a Virginia limited liability company ame: KIV k.6y Title: AAA gAC-4t2 COMMONWEALTH OF VIRGINIA CITY/COUNTY OF C F Ad2L -,�(U.e�' to -wit: The foregoing instrument was acknowledged before me this this 14T14day of July, 2015, by l= Az dV— 14• C AN , as the JA44 of Crozet Development Solutions, LLC, a Virginia limited liability company. 76,4&0(o4- Notary Public Registration No. MARK EDWARD WAT80N My Commission Expires: ky�?T `bl �`Zol� NOTARY PUBLIC REG. #7646064 COMMONWEALTH OF VIRGINIA MY COMMISSION EXPIRES AUG. 31. 2019 ek V� TM56A 1- 1-26 MICHAEL J. MARSHALL ALICE R. MARSHALL LOT 3, WAYLAND DIVISION .� 08.2057,P.159 F OtiCO `,( ti2NN U� JOO� � hOOj rt: rt LZ A ` 1 , � � .' N�3 kg. 0 9 0, Zk N3 �1• IPF E M .00 k6'' lPS �4 N3 5g' IPF N ,10 0E N k7 0 N 8' /PS O I TM56A 1- 1-268 •` MICHAEL J. MARSHALL ` ALICE R. MARSHALL LOT 4, WAYLAND DIVISION ` DB. 1553, P. 166Z \\` TM56A 1- 1-30 0 I MICHAEL J. MARSHALL ALICE R. MARSHALL L�� 20' A CSA LOT 5, WAYLAND DIVISION Y DB.1160,P.496 Sgiy EA T-- SANITAR ER SEMENT \ 5 TM56A 1- 1-31 I DB. 940, P. 61 \ 3a MICHAEL J. MARSHALL ALICE R. MARSHALL DB.1160,P.496 I I HEA TM51_ IPF 3 00 I DB.24 73, P.214 2i"�' • TM56A 1- 1-30A 5 3� = / 5kT Og 98 \ ' . MARSHAL ALICE LR./ MARSHALL L h �' h '• _ _ - ._ _ - - ._ _. ._ - _' JERE_MM%AH Lq/VE aO / k2. LOT 6, WAYLAND DIVISION k6 5 O N Op ZELLER - DB. 1160, P. 496 5 N n^ TM56A7 TM56A1-7-32 -1-32A DB.590,P.474 50 DB.2194, P. 658 TM56A 1-1-32B 12 30 2 k0, `\ 6� 5 �36\ . 0 IPF IPF OB. 1222, P. 394 /PF 3.25a' 5 06 E ` 15' 6 6 S51 33'E i S56' 10 33 E << 53p 213 "E �`\ k39 kJ5' 125.64' 1 29363' O 2 c.06E \ 'E `► '� Sk 9 12 36 3� o i LOT 3 09 ^i0 TM56-6C OA 15 . 6k \ Q p DB. 3459, P. 726 O N TRACT A PORTION OF TM55C-3-A 11.210 ACRES DB. 3447, P.218 B 49 IRS \ TRACT B PORTION OF \ TM55C-3-A 1.343 ACRES DB.3447, P.218 CURVE DATA Cl- R=222.15' A=49.51'00" 1PS ARC= 193.28' TAN= 103.24' Z` CH0=N17.20'20"W 187.24'4. > o� C2- R=332.15' A=49'51'00" W> ARC-288.99' TAN= 154.36' cro. CHD=N77'2020"W 279.96' m 1.008 ACRES O „ \ O �t IPF S56' 1 O 33 E- O LOT 6 N o_ \ TA56-6 o h�� 08.3447,P.229 ^�O LOT 2 J 1 \ 5.205 ACRES i O TM56-6B _ •� 0 kA 1c) '\ S) OB.3447,P.200 N j 0.998 ACRES _ 0 N55'5648 !V 0 ""289 '-'-----" .48' h 518'�06241„E`LOT 1p0! g "E 37 4�"E \ Nei 7 P.229 N �m 2/5312g•65226 � OB.3440.999 ACRES Q i !PS \Z f 53239'�2 \.' -- N560967 by 382_6a2 \ N56'09'07"W 5 09 07"W \;\__-� 1P-�.-- 127.lPF 664.20' IPF TM56-6A1 \.S33 5053 W ` TOTp \ DB.3447 P.229 \ 86.27' TM56-6A 1.669 ACRES` 11p 1 p2 3 ,.N \ .\\� \ S DB. 1230,P.471 Nag' /PS \262\\ VAR/ABLE R.W.S.A. IPF TM56-7 �920. \ s• \ . SANITARY SEWER /pF I'll, "M M. HUNT �FTx A \� jy N EASEMENT \> > KELLY V HUNT BqS� DB.3912,P.5555 0 _ = D8.2532,P.643 �2�AFZF�9 \ a APO 30' \c R0U v alp GORP� f ' 8„N 20' A.C.S.A. < OpMp EMBpR E p ASEMENt �; N81� of 5k \ S�NITARY SEWER EASEMENT `^ AN JpRI L.1 � p 310 rN g MENT OB.s\9,P. 132 o�pTEpe.38RIA8�L�PjE 8 A5E RDAp \\ \\ \ 01 �ANp868P.3 GAPOiN \ \ pv�ER� OB'3 JAR�VARB�E THE FOLLOWING TRACTS ARE HEREBY COMBINED AND TREATED AS ONE TRACT: 11.210 ACRES, TRACT A, PORTION OF 7M55C-3-A 0.209 ACRES, PORTION OF TM56A 1- 1-25 5.205 ACRES, TM56-6 1.669 ACRES, TM56-6A1 0.999 ACRES, TM56-6D 0.998 ACRES, TM56-6B 1.008 ACRES, TM56-6C 21.298 ACRES, TOTAL COMBINED AREA THE PLATTING OF THE BOUNDARY ADJUSTMENTS OF THE CROZET DEVELOPMENT SOLUTIONS, LLC. PROPERTIES IS WITH THE FREE CONSENT AND /N ACCORDANCE WITH THE DES/RE OF THE UNDERSIGNED OWNER, PROPRIETORS AND TRUSTEES, IF ANY: FOR _WOZET DEVELOPMENT SOLUTIONS, LLC BY '[ IG /^ �- ,_ STATE OF VIRGINIA 3 9 CITY OF CHARLOTTESVILLE TO W/T, j ; o = THE FOREGOING OWNER;5 CERT/F/C E AS ACKNOWLEDGED z o V w BEFORE ME THIS AY OF 2015 BY FRANK K. GROSCH, FOR CROZET EV OPMENT C � SOLUTIONS, LLC, A VIRGINIA LIMITED LIABILITY /COMPANY. cf S � MY COMMISSION EXPIRES 37 o?D�J A Y U !C T THE RESULTING COMBINED TRACT A CONTAINING 21.298 ACRES, TRACT B, THE REMAINDERS OF TAX MAP 55C-3-A AND TAX MAP 15A1-1-25, EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 18-4.2. 1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. PROPERTIES ZONED R-6 RESIDENTIAL. PORTIONS WITHIN 100 YEAR FLOOD HAZARD OVERLAY DISTRICT. SP1990-103 ORCHARD ACRES APPLIES TO TMP 55C-3-A ALLOWS FLOOD PLAIN CROSSING WITH CONDITIONS. TAX MAP PARCELS 56-68, 56-6C, AND 56-6D ARE 1N THE CROZET HISTORICAL DISTRICT OVERLAY. PROPERTIES SHOWN ARE WITHIN L/CK/NGHOLE CREEK WATER SUPPLY WATERSHED AND SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED /N ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCEE, Mu.�iG B • L� +0.t a la/ r, AGENT FOR BOARD OF SUPERVISORS E'e- DATE DENOTES BOUNDARIES TO BE VACATED IPF=IRON PIN FOUND IPS=IRON PIN SET q,LTH OF vjP �O 43WIva wli41mita;aw- Lie. No. 121Z BOUNDARY LINE ADJUSTMENT PLAT CROZET DEVELOPMENT SOLUTIONS, LLC PROPERTIES WHITEHALL DISTRICT, ALBEMARLE COUNTY, VIRGINIA SCALE i" = 100' FEBRUARY 16, 2015 REVISED MAY 18, 2015, REVISED JUNE 23, 2015 HAMRICK ENGINEERING, P. C. ENGINEERS - SURVEYORS - PLANNERS 156 LAUREL HILL ROAD, VERONA, VIRGINIA SHEET 1 OF 2 [y. ?,R 1 /MJJG-UU-tY I � CROZET CROSSING I I IMMUNITY ASSOCIATION, INC. I DB. 2228, P. 122 � ' I 6' _ \ \1 l REMAINDER OF �sb n \ TM55C-3-A F�j� CROZET DEVELOPMENT SOLUTIONS, LLC 12.8 ACRES- APPROXIMATELOCATION \ . DB.3447, P.218 100—YEAR FLOOD ZONE AE—►� F./.R.M. 51003CO229D \ �� 2 �\ 3,� � • � ' • \ \\F DATED FEBRUARY 4, 2005 . \ REMAINDER OF O O �`. �s" \�\\• <i `�� •.\-...-.. TM56A1-1-25 es QES Ipf \ \3S , y/T _ . • - \ CROZET DEVELOPMENT SOLUTIONS, LLC \\0. S3� OO,Fgc�/SFq�`` \' / LOT 1.4.39WAYLAND ACREStDIVISION / 3 70, /OE 4 --------- 1 SEE PLAT DB.265,P.344 ORCWA o- olp SOy``� \\ \ �'•� \ �` a, g 74S, S9 -e PORT/ON OF T4,56A1-1-25 OQG /9 / \ \ \ \ \\�69 0 N hry� S \ • LOT 1, WAYLAND DIVISION yq \ O• S5¢.1 dSB.'\, 0.209 ACRES, �foo44F N°0 66o,�j• _N/TgRY `"`-- ---T� / TRACT A SEWER EgSEMEN TM55C 3OA \N`,\ \� �' • s? "Rp PPS '7 `996s .� 11.210 ACRES R 0 POST / /� A454\ \ DS.3447,P.218 `��o. O� \ �6 ^ so k O? O 15' 0"w 250•p4 \ N72• 5 s \ Fycy sFcT/o ,O 7 dos \\ 1 rf, ti� 9 8 e •�,. l FF /PFI 1 OQ� SO. z l 1 -k o +• 1 > 1 CROZET DEVELOPMENT SOLUTIONS, LLC <AO f� VICINITY MAP \ SCALE 1" — 1000' BOUNDAR CROZET DEVELOPMENT SOLUTIONS, LLC PROPERTIES WHITEHALL DISTRICT, ALSEMARLE COUNTY, VIRGINIA SCALE 1" = 100' FEBRUARY 16, 2015 REVISED MAY 18, 2015, REVISED ✓UNE 23, 2015 HAMRICK ENGINEERING, P.C. ENGINEERS — SURVEYORS — PLANNERS 156 LAUREL HILL ROAD, VERONA, VIRGINIA TU56A1-1-26 MICHAEL J. MARSHALL ALICE R. MARSHALL LOT 3, WAYLAND DIVISION DS.2057, P. 159 -� TM56A 1- 1-268 MICHAEL J. MARSHALL ALICE R. MARSHALL OT 4, WAYLAND DIVISION D8. 1553, P. 166 0 .21�IE "6 2306 A, _a0 1 _ /PS ` TRACT B PORTION OF \ TM55C-3-A \ 1 /PS N4 1.343 ACRES p ORC 0 DS.3447,P.218 a\ y4Rp OR7 7 8244 /PS a Y CURVE DATA Cl- R=222. 15' A=49'51 '00" ARC=193.28' TAN= 103.24' CHDaN17'2020"W 187.24' C2- R=332.15' A=49'51'00" ARC=288.99' TAN. 154.36' CHD-N17'20'20"W 279.96' /PS A\H A'p SHEET 2 OF 2 2AIMN&IFA17' WORD COVER SHEET FORM A - COVER SHEET CONTENT Instrument Date: 11/1/2019 - --------------------------- InstrumentType: ............ DBL........... Number of Parcels: ..... Number of Pages: ....8-,.-- [ I City N County ------------------------------- ALBEMARLE ............................... TAX EXEMPT? VIRGINIA/FEDERAL LAW [ ]Grantor: ............................................................ [ ] Grantee : .......... .................... .......................... Consideration: ............................... 0.00........ Existing Debt .............................. 0.00............ Actual Value/Assumed---------------- -.... 0.00..................... PRIOR INSTRUMENT UNDER § 58.1-803(D): Original Principal: -------------- ............ ...$0.00................ Fair Market Value Increase: $0.00 ........................................ Original Book Number: --- Prior Recording At: [ I City rA County ALBEMARLE- RECORDED IN ALBEMARLE COUNTY, VA JON R. ZUG FILED Nov jg AT 12:40 pm BOOK 05240 START PAGE 0775 END PAGE 0786 INST # 201900012351 TOTAL NUM PAGES 0012 MEB (Area Above Reserved For Deed Stamp Only) Original Page Number: .......... Original Instrument Number: ......................... --------------------------- Percentage In This jurisdiction: ------------- 100% BUSINESS / NAME --- j)Q Grantor: STANLEY MARTIN COMPANIES, LLC - - -- ------------------------------------------------------------------------------------------------••-. -------- [ ]Grantor: ---------------------------------------------- 1___ DQ Grantee: STANLEY MARTIN COMPANIES, LLC - - ------------------------------------------------------------------------------------------------------------------------------- -------- [ ]Grantee: ----------------------------------------------------------------------------------------------------------------------------------------- GRANTEE ADDRESS Name: STANLEY MARTIN COMPANIES, L L C ------------------------------ - Address: 11710 PLAZA AMERICA DRIVE SUITE 1100 ------------------------------------------------------------------------------------------------------------------------------------------------ City:. RESTON ........................ State:... V!4--- Zip Code:......... 20190 Book Number: 5104 Page Number: . 510 Instrument Number_ ____________________________ Parcel Identification Number (PIN): 55C-3 PARCELS -A &_ Tax Map Number: _55C-3_ P_ARCELS_A 8 Al Short Property Description: 55C-3 PARCELS A & AI ... ------............................................................................................................. -------- ------------------------------------------------------------------------------------------------------------------- CurrentProperty Address: -----------------------....................................................................................................... City: .......................................................................................... State: ---- Zip Code: ............ -- Instrument Prepared By: _PETER J. CARAMANIS Recording Paid By: ,ROPER CARAMANIS PLC Recording Returned To: - ROYER CARAMANIS PLC ----------------- --- ............ ................................ Address: PETER J. CARAMANIS 200 C GARRETT STREET . ---- ............. ....... .......---............... ............--•---•---------- City:, CHARLOTTESVILLE ----------------------- - ........................ State: VP-- Zip Code: -- 22902 CC-1570 Rev:7 17.1-223,17.1-227.1, 1 1 of 3 Copyright 02014 Office of the Executive Secretary, Supreme Court of Virginia- All rights reserved. Cover Sheet A 201900012351.002 VIRGINIA LAND RECORD COVER SHEET FORM C - ADDITIONAL PARCELS Instrument Date: 11/1/2019 ....................... --. Instrument Type: ........ DBL....... Number ofParcels: ..... 4 Number of Pages: __$_ [ ] City N County -- -- --------------------- ALBEMARLE-------------I.... ......... PARCELS IDENTIFICATION OR TAX MAP Prior Recording At: [ I City pQ County -----------------------------ALBEMARLE.............. .... ............. Percentage In This jurisdiction: .............. 100%__..........., Book Number: -5104_ Page Number: Instrument Number: Parcel Identification Number (PIN): 5641-1 PARCELS 25- Tax Map Number: .56A1.7,PARCELS 25-31-.__--_ Short Property Description: ,56A7-1.PARCELS25-31___.. -- ------------- ----- CurrentPropertyAddress:--................... City:. ---------------------- .............................. (Area Above Reserved For Deed Stamp Only) ..................... ...."------------------------------------------ ................... State: ... YA.... Zip Code: ........... Prior Recording At: [ ] City pQ County .............................. ALBEMARLE-------------------------- Percentage In This Jurisdiction- --------------- 100%-__---__---__. Book Number: . 5104_ Page Number: ._. 510,__. Instrument Number- ----------------„-----,._.,, Parcel Identification Number (PIN): ,56A1-1 A.RCEL 36... Tax Map Number: - 56A1 -1 - PARCEL 36.............. Short Property Description: 56A1-1 PARCEL 36........................ ................. — .... ................... . Current Property Address: -- ...................... .................... City:.-c.................--.-------.---..----..-----...----.-----.----............ .........................---- .-- State:... VA.... Zip Code: FORM CC-1570 Rev: 10/14 Page 2 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. 201900012351.003 VIRGINIA LAND RECORD COVER SHEET FORM C - ADDITIONAL PARCELS Instrument Date: 11/1/2019 ------------ -- InstrumentType: ,,,,,,,,DBL------- Number ofParcels: ----- 4---- Number of Pages: ----- [ ] City M County ---------------- ALBE MARLE------------------------------- PARCELS IDENTIFICATION OR TAX MAP Prior Recording At:[ ] CityN County ..........._................. ALBEMARLE-......---- ... - --- Percentage In This Jurisdiction;,,,,,,,,,,,,,,100%.---------.-.. Book Number: .5194. Page Number: „ 510,- Instrument Number: Parcel Identification Number (PIN): 56 PARCEL,7,,,,,,,,, Tax Map Number: _56 PARCEL, 7,,,,,,,,,,,,,,,,,,,,,,, Short Property Description: , 0-PARCEL 7-------------„--- Current Property Address: --- City:, "------------- -- ----------------- 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----------------rr.-------------- ..................................... ........... ----- 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(i) 2014 Office of the Executive Secretary, Supreme Court of Virginia. All rights reserved. 201900012351.004 Tax Map Parcels: 55C-3-A; 55C-3-Al; 56A1-1-25,-26,-26A,-2613,-27,-28,-28&-29,-29A,-30,-30A,-31,-36,-36A,-3613, 56-7 Prepared by: Peter J. Carantanis (V SB #43447), Royer Carantanis PLC, 200-C Garrett Street, Charlottesville, Virginia 22902 CERTIFICATE OF BOUNDARY LINE ADJUSTMENT THIS CERTIFICATE OF BOUNDARY LINE ADJUSTMENT ("Certificate") is made this 1st day of November, 2019, by STANLEY MARTIN COMPANIES, LLC, a Maryland limited liability company ("Declarant"), to be indexed as Grantor and Grantee. NJIII�J�Y.Y�llr11 WHEREAS, as evidenced by that certain deed recorded in the Clerk's Office of the Circuit Court of the County of Albemarle, Virginia (the "Clerk's Office"), in Deed Book 5104, page 510, Declarant is the owner of those certain unimproved parcels of land located in the County of Albemarle as shown on the attached Revision Plat, as hereinafter defined; WHEREAS, by the attached and incorporated boundary line adjustment plat entitled "Boundary Line Adjustment Plat Tax Map 56A1-1 Parcels 25, 26, 26A, 26B, 27, 28, 28A, 29, 29A, 30, 30A, 31, 36, 36A & 36 B Tax map 55C-3 Parcels A & A] Tax map 56 Parcel 7 White Hall Magisterial District, Albemarle County, VA," prepared by Roudabush, Gale & Associates, Inc., dated September 27, 2019 and last revised October 17, 2019 (the "Revision Plat"), Declarant desires to adjust the boundaries of the various parcels it owns as shown on the Revision Plat such that those parcels shall be combined, resulting in the 18 original parcels and roads being condensed into seven (7) remaining parcels, as more specifically described in the Area Calculations shown on the Revision Plat. NOW THEREFORE, this Certificate of Boundary Line Adjustment along with the attached Revision Plat and the courses, distances and easements shown thereon, are hereby confirmed and 201900012351.005 submitted for record in the Clerk's Office by Declarant. The parcels are hereby combined and realigned as shown on the Revision Plat, and the prior boundary lines between the parcels shown as "Boundary Line Hereby Vacated (Typ.)" on the Revision Plat are hereby VACATED. [Signature Page to Follow] 101 L9i81;8i11v VA41919118i61 WITNESS the following duly authorized signature: STANLEY MARTIN COMPANIES, LLC a Maryland lirliited liability company 0 Natxy/rry Its: COMMONWEALTH OF VIRGINIA CITY OF CHARLOTTESVILLE, to wit: The foregoing instrument was acknowledged before me is day of 01/Pl6lr! 2019, by 7e ee c7al -I I of Stanley Martin Companies, LLC, a Ma land limited liability company on its behalf. (SEAL) V PaMdc OOannen Notary bl wlmNOTARY PUBLIC (Aonwealth of vireiMa My con mission expir 3 3 t R¢g. 07773760 my I�cn Eras parch 31, 2022 Registration No. % -( Z BOUNDARY LINE ADJUSTMENT PLAT TAX MAP 56A1-1 PARCELS 25, 2% 26A5 26B5 275 285 28A5 295 29A5 305 30A5 315 365 36A & 36B TAX MAP 55C=3 PARCELS A & Al TAX MAP 56 PARCEL 7 WHITE HALL MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VA AREA CALCULATIONS ti ' I � ORIGINAL PARCEL AREAS: 2 ": TMP 55C-3-A - 12.810 AC TMP 55C-3-Al - 1.343 AC TMP 56A1-1-25 - 4.429 AC G� p TMP 56A1-1-26 - 4.403 AC TMP 56A1-1-26A - 0.887 AC TMP 56A1 1 26B - 1.865 AC �� 21 TMP 56A1-1-27 - 0.680 AC 4 ldl (Crozet ¢ - L TMP 56A1-1-28 - 0.539 AC l,Ilris G €° TMP 56A1-1-28A - 0.566 AC TMP 56A1-1-29 - 1.146 AC TMP 56A1-1-29A - 0.604 AC TMP 56A1-1-30 - 2.258 AC TMP 56A1-1-30A - 2.638 AC TMP 56A1-1-31 - 0.696 AC TMP 56A1-1-36 - 0.589 AC ° TMP 56A1-1-36A - 0.434 AC TMP 56A1-1-36B - 0.394 AC ? ,r "''" VACATED ROADS - 1.922 AC 7 • s TMP 56-7 - 3.227 AC. s , TOTAL - 41.430 AC. ry s REVISED PARCEL AREAS: I TMP 55C-3-Al - 0.700 AC ~ " TMP 56-7 - 3.869 AC TMP 56A1-1-29 - 13.486 AC. 1aOkfsh G.P IPIIe ' TMP 56A1-1-30A - 0.504 AC. 4 TMP 56A1-1-26 - 4.744 AC. VICINITY MAP TMP 56A1-1-25 - 1.849 AC. SCALE: 1"=2000' TMP 55C-3-A - 16.278 AC. TOTAL - 41.430 AC. NOTES 1. THIS PLAT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT PREPARED BY STEWART TITLE GUARANTY COMPANY, WITH AN EFFECTIVE DATE OF APRIL 27, 2018, FILE NUMBER 1803196 AND MAY 15, 2018, FILE NUMBER 1803360. 2. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY PERFORMED ON MAY 30, 2018 USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY. 3. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE 2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003CO229D, EFFECTIVE DATE 2-4-2005, EXCEPT FOR PORTIONS OF SUBJECT PROPERTY AS SHOWN HEREON WHICH APPEAR TO FALL WITHIN ZONE 'AE'. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 4. OWNER OF RECORD: STANLEY MARTIN COMPANIES, LLC (FORMERLY SM CHARLOTTESVILLE, LLC, SEE DB 5226 PG 309). SOURCES OF TITLE: 5104 PG 510 (56A1-1, PARCELS 26, 26B, 27, 28, 28A, 29, 29A, 30, 30A, 31, 36, 36A), DB 5078 PG 748 (TMP 56A1-1-36B), DB 5127 PG 677 (55C-3-A, 56A1-1-25, 56A1-1-26A) 5. ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT 6. PER ALBEMARLE COUNTY GIS THE FOLLOWING ITEMS AFFECT SUBJECT PROPERTY: • PARCELS DO NOT LIE WITHIN AN AGRICULTURAL / FORESTAL DISTRICT • PARCELS ARE LOCATED IN THE LICKINGHOLE CREEK WATERSHED • PARCELS ARE WITHIN A WATER SUPPLY PROTECTION AREA • PORTIONS OF TMP 55C-3-A, 56A1-1-25, 56A1-1-26, 56A1-1-26B, 56A1-1-30, 56A1-1-30A, AND 56A1-1-31 LIE WITHIN THE FLOOD HAZARD OVERLAY • A PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE STATE DAM BREAK INUNDATION ZONE • PORTIONS OF TMP 55C-3-A LIE WITHIN THE MANAGED STEEP SLOPES OVERLAY DISTRICT 6. EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 7. SETBACK AND HEIGHT REGULATIONS: FRONT= 5' MINIMUM, 25' MAXIMUM "SIDE 0' - MINIMUM 10' BUILDING SEPARATION (ANY BUILDING EXCEEDING 35' IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS 1' FOR EACH FOOT OVER THE BUILDING EXCEEDS 35' IN HEIGHT) REAR = 20' MINIMUM GARAGE = 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF THE SIDEWALK. BUILDING HEIGHT = 35' MAXIMUM 8. NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED. 9. PARCELS SHALL BE SERVED BY PUBLIC WATER AND PUBLIC SANITARY SEWER. 10. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 11. THIS PLAT DOES NOT ADDRESS THE EXISTENCE, DETECTION, OR DELINEATION OF ANY ENVIRONMENTALLY SENSITIVE AREAS OR ANY ENVIRONMENTAL PROBLEMS LOCATED WITHIN THE PERIMETER OF THE PROPERTY SHOWN. 12. LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON A VISUAL INSPECTION OF ABOVE GROUND UTILITY APPURTENANCES. THIS PLAT DOES NOT NECESSARILY INDICATE ALL EXISTING UNDERGROUND UTILITIES, AND NO CERTIFICATION IS MADE AS TO THE EXACT LOCATIONS AS SHOWN. 13. THERE IS A KNOWN CEMETERY ON THE SUBJECT PROPERTY AS SHOWN ON SHEETS V2-V5. SHEET INDEX V1 COVER SHEET V2 EXISTING PARCEL LAYOUT V3 EXISTING PARCEL LAYOUT V4 REVISED PARCEL LAYOUT V5 REVISED PARCEL LAYOUT STATEMENT OF CONSENT THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND: KNOWN AS TAX MAP 55C-3, PARCELS A & Al, TAX MAP 56AI-1, PARCELS 25, 26, 26A, 268, 27, 28, 28A, 29, 29A, 30, 30A, 31, 36, 36A, & 36B, AND TAX MAP 56 PARCEL 7 PER CURRENT COUNTY RECORDS IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANy!) STANLEY MARTIN COMPANN 11710 PLAZA AMERICA DR. STE 1100 RESTON, VA 20190-4771 COMMONWEALTH OF V INIA - CITY U TY OF: L evivt Ie TO WIT: THE FORE IIC INSTRUMENT W KNOWIFD BEFORE ME THIS _ DAY OF 20. SIGNATY OF OTARY B Cvv� REG. NO.:-12-3 3L MY COMMISSION EXPIRES:3I Gregory patl NOTARY'f*U C Commonwealth of Virginia Reg. g 777370 My Commi�lon ExpfFOS Marts 31, 2622 COUNTY APPROVAL DB 5 qO P 191. AGENT FOE BOARD OF SUPERVISORS DATE 1 drDU U 0 Vi O U col Q N Q i„ N o V71 a D G z O O a '2 Q 42 (Q ..I11 a W w Q O y �Qe2 04 prC Urn �r N co V WO O`r 2 4W wo H Ucl � Q Z c:,' Or� W �4 co 0)z w Z % a W D BR J N U ()0 a Nt9a r LO 0 h N Q > �Qx w Ir 0 t9 Q z Q N m Lu U) E- w N M z W p Q C\l (d Q a- M W CMN ZU U)Mo fn } Lc)Lu _ Q m L U T w Q a Q M z _ a0 i J O N T $ m aCjLu Q0 m Q 0') N N DATE: 09-27-2019 REV: 10-17-2019 REV: REV: REV: SCALE: NIA JOB: 6822 FILE: 6822 SHEEP: v r OF 05 BUCKINGHAM BLANCH RAILROAD - S42T56�52"E IF BENT @ 0 54' S BUCXINGHAM BRANCH RAILROAD NP3913749.58 - - - - - - - - - - - S4250'25°E 993.08' C6 " -� 30' " (UNIMPROV1sD) 45.15' ^ `F o -- - E:11424327.31 S45'09'52 E S43'29'52"E DB 265 PC 344 20' ka 4 ESi T. - DB 612 PC 125 / IF MCCOMB ROAD --- - r n -- '35nE---`--- , 30' R/W5f04 PC 5f0 (CABS / CL18-1f78J __. --- 1 172.30' 100.00' 1 S42'56 52 E 203.30' N2613'35"E-------------------� ----� A---------- ---------- 20' WAlERL1h! y _ z i �: `� 34.27' i `� ` NPB EASEMENT TMP 56Af-f-27 TMP 56A1-1-28 % /�/ 9 380 �- 4��' I G IMP 56Af-1-36 N/F STANLEY MARTIN �, O 610 PG% N F STANLEY MARTIN J ` / DB r n IMP S6A1-1-26A Ns �` N/F STANLEY MARTIN �// /COMPANIES, LLC Y1V, \` COMPANIES, LLC �- �i BOUNDARY LINE HEREBY COMPANIES, LLC / �0 N/F STANLEY MARTIN �G. �V'S N48'42 08 E VACATED TYP. i N/F STANLEY MARTIN DB 6104 PC 510 / �� F. DB 5f04 PC 5f0 i �DB 0.39 PC 748 19 I rf+ ( j c^ , \c o �` COMPANIES, LLC 0.394 AC W 5' '� 21.50 i COMPANIES, LLC �� 0.680 AC. /.,,# * s✓ 0.539 AC c+ pI M. �m DB 5104 PC 510 + 0.589 AC. - Oct 20 OR 5127 PC 677 ,'a�' n° \�i' IMP 56Af-1-2BA +o �\ i O.BB7 AC ``YI' N/F STANLEY MARTIN �qg '�` ` T$UR J'3p2. \, �•G� C5 GN �� off, ; \, ae�/ COMPANIES, LLC > p\ ,-' IF @ 0.26' SG$' After pG (pJATL- 9.00 �g9 / v°, DB 5104 PC 5 f 0 0 o 25 y NI PG CLING LANE ' ' IF 0 . y o�/ EXIST. o.5ss AC. 9 - 57.56 /"11 / t7 i ' S51'04'52"E . q� s9 � / �--a�� S25'31'43"W 60 60' RAW ': \ i f r `� TC ; EXIST. +��,''�TMP S6A7-1-36A ' $ •�" �" IF 1.92 SE ,\�i�``cp 2-STORY GARAGE a N/F STANLEY MARTIN ��,\ HOUSE IMP S6A1-1-29 �,d a\` COMPANIES, LLC IF - 56A't lb L, ' .p �/,\X �m OB SiO4 PO bi0 1 Y C1 `y ' 1, // 0.434 AC. pp� R1dP A E 3h 0 N F STANLEY MARTIN , VVV `L VE 0 �.� /tlo COMPANIES, LLC ' `� 2"W 1't 35 \• NIF 51195i P 6'I (P��� DB 5f04 PC 5f0 S25'2T21 W \ IF N6�302 ✓IAP 5 CRITso. tLl.\ $Bit pG% I IMP 24.85 NIF Dp0 $ 1 +� cn` APPROXIMATE LOCATION EXIST. 1.146 AC. ig D �- 2-STORY `' / ssaf-f-zsA IF IF BENT M1ST162 pG5 (PLpT) �" \� 15' DRAINAGE EASEMENT HOUSE - N/F STANLEY MARTIN go iq DB 1430 PG 348 I 40• R� ND ROAD-' //�/ 1 DBM5104I PC 5i0 N65ES, LLC'43'34"W D$ 576 / TO? 6a3ossp$ VG L BOUNDARY LINE '- DB 5104 PC 570 �PRDVBOJ /i 0.604 AC. `� �, 20.15' pIRYRESA 15' DRAINAGE ! TMP 56Af-1-26 VACATED((TYP.) i HEREBY/ - - ��18=1fyB N/F T2t43 pGq EASEMENT - f ` N/F STANLEY MARTIN -1 u'\ DB pG 23 DB 1255 PG 414 I DR 5104COMPANI PG 510 ; / ; ES, LLCa\,\ \ D$ 150 i" ��"t-33S D \ j ! 4.403 AC. i `/i �a� f i''Tp{pEg JESEJ. IMP 66A1-1-25 v / ,' /T\` �\-Y''/''\ NIFOP. 900$?G3(PIST) -3-A co lc9'pgT i - i / \` i' t'33 OR \ D$ 19pG 53A �../-'...= , N COMPANIES, LLC N/F STANLEY MARTIN F i p1- F 96 i'" P IE D IJ COMPANIES, LLC m OF B�`C ' % ' M 56 ik L D 1 E i ; PC 677 DB 5127 PC 677 Lo CF �O(/ / i / IF\'B�NT T S$EA' GELA 14 "y,1Ax AG 'l1 S IF F 3 G 2 P � 4.429 AC. Oj /YF . . NI P IA JE . _ �•� .:, i �� I � Fop O "��, v56' DDB80 G�(j '�i- TV(p 56Si ? 32, FT' ES �, \ " «. .m::y �, ,,,�.,, •, .., ,.,-.0 m v.�.:.,a in , dt' 6A1-1-26B m i / ` i' JA�EO PG 4 PIA STANLEY MARTIN"-� DADER:DD 59 G 399 ( _._._- / COMPANIES, LLC / ' , \ �" ,i' NIp 22 V �•�.� ��.�•`, z re N -'------ _ DB 5104 PC 610 ' ® i i v �" 323 12 �.- �.�.�.�. ° •• >A i 1.865 AC. , i -/ \ / i -i' q W� -, : IMP 56Af-1-30 T1LP 5 E$, �R650 % F tit P LAT)\ j ' 56Af' ES K __..----------- N/F STANLEY MARTIN , ' t9 P JAB / CR / ;NI DD 2 PG 23 ( .� TAP DA$E$•O$ES J. APPROXIMATE LOCATION Of '�, , , COMPANIES, LLC , §4: " 100-YEAR FLOODPLAIN �•�•... OR 5104 PC 510 ' i $ 250 �" i1IF 0$ DEL PG 3g'1 �PPROkIM1fA ~_'�•i / 2.25E AC %' / ;D /,,i LDD j222 �11 L16 C1 IF020' BRAD GAIFDNTYJ P ssA1-1-3oA 1 i / ACCESS'EASEMENI N/F STANLEY MARTIN D DB 163 PC 458 `II4� IF 0 53.18' NE ''. , �� ! COMPANIES, LLC ha DB1160 PG 500 -- , �, , DB 5104 PC 510 °o APPROXIMATE LOCATION �7 �. 2 638 AC OF POWELL'S CREEK -•�.� 3�L12�` �`� / AS IT MEANDERS �'�•�NOTE PROPERTY LINE FROM L1 j� - /IF BENT@ POINT 'A' TO POINT B' (L1 - Cl 13.94 NE L27) IS THE CENTER OF THE O ; 1h 9 ® CREEK. COURSES SHOWN ARE i !9 / FOR CLOSURE AND AREA •� t 1/ " �.�, r �•� , IMP 56Af-1-31 SEMENT •„ f CALCULATIONS ONLY. N/F STANLEY MARTIN COMPANIES, LLC IMP 56-115 `• �, �p / N/F VUE REALTY § IMP 56-115 c , / •�•�, DB 5104 PC 510 �•� I N/ F VUE REALTY , � / •�. 0.696 AC. PARTNERS, LLC �•�' / ` , / �� PARTNERS, LLC ,`'` __-�'- --� j , IF @ DB 4856 PC 582 , � � m DB 4856 PC 582 / �� `1 j`•\ `� i�._ (F @-14.74' -15.57' % / `•�\ `k>° a i 4 ! ' / \ ► 6 L5� 14'✓L3 Q IF @-14.96' APPROXIMATE ORCHARD ACRES SUBDIVISION LIMITS OF STATE �. / SECTION ONE DAM BREAK' e;, •` -'""' DB 322 PC 146 `\� �\ INNt1NDATION'ON,\ I r- / s 9 \ j \ / ,` 50-34'420E 188.49 CB �I t % \ `•/� IF n TMP 55C-03-A1 \ :/ `\N25'49 21 E �. IF �a N/F STANLEY MARTIN �_-- --25:72'"xx=' COMPANIES: LLC \ �� "o om DB 5127 PC 677 S34- '�• 41'S9 / 1.343 AC. \� f �� E 432.61' \ \ Y \` 182.44 IF � � m o \ !J R iv a y F1 IF N50'3442 C� ©� �\ 4?F 5�1 \ \ CHARD DRIVE (5R 1206) �y IMP 56-7 N01'18`46"E OR IF N/F STANLEY MARTIN PUBLIC R/�' 50 10 ,/ COMPANIES, LLC 4.00' 44 Op• b� DB 5112 PC 348 ffi k f 3.227 AC. N88'41'14"W n y. BOUNDARY LINE (-� EREBY $O1'18 46 W VACATED MLR) 4.00 ��'`�• G�' IEbXIOUST SES V✓BARN T���� 4� a �.�4.l�S yes 100 0 1400 200 300 \ 039'00'00"W ? 31.67' SCALE: 1 " = 1 DD' PC .06 o,0 �5DB 50L O P l N: 3912764 E:11423040.09 rUy a � a. U w = N Q W a 2 z0 z� U Lr Oa~!>LL La z_ itW ILZ ci) Q Cc � Lu W 040 G 48 cm W�i�C.) 0) 0 ` r N to, < � r� Wx 0 V 0.2 ir h� j Zit �u co 0. W i,f Lo y, to 0o z LU Z OW%a J ygiFpT' OF d�AN D JAMISOP �N No. 3334 10-1-20197 �f a SOT p4 Q 1` OD W N U 00 a N a I� Lo 0 ~ N CL r Q am �J H Z N Z ¢ H m CD �aCc)(�o cj wNcrz 4 cl Q Q N (_0 C M L M C W , N (o In a z =1 U cy) ci c5 Lo J Z L`J^ C) T W cc c l) F Q a Q 0)❑ F4 ( T Q CY] m T _ W C4M Q CL. Q M N N DATE: 09-27-2019 REV: 10-17-2019 REV: REV: REV: SCALE: 1 "=100' JOB: 6822 FILE: 6822 SHEET: • 2 OF 05 3 0 H 'll I 100 200 300 SCALE: C rr N:391... 6.62 E:11422981.30 CLING ROAD W 60' R�w EpSC�FN ms RpINPGVA'1§ -/t mzg \ 1 oyC \ �? ��N p °° ci 1N 8w I \ Sy4. 5 , w \ SPC N:3914912.96 w� w ,S56'56'40"E E:11422679.28 BUCKINCHAM BRANCH C6 '' ?.0' WATERt1N� 172.30' EASEMENT DB 610 PG 380 ' " BOUNDARY LINE HEREBY N48'422150' �_ VACATED (TYP.) i iN CLING LANE 60, Ww \ i APPROXIMATE LOCATION 15' DRAINAGE EASEMENT DB 1430 PG 348 15' DRAINAGE EASEMENT -- DB 1255 PG 414 N 50.02' IMP 55C-3-A 6 N/F STANLEY MARTIN COMPANIES, LLC DD 5127 PG 677 12.810 AC. 20' SANITARY SEWER EiASEyEN'E IMP 55C-3-B DB 1255 PG 413 a „ NIP CROZET CROSSING DB 1396 PG fig COMMUNITY ASSOCIATION, INC. DB 2228 PG 122 20' SANITARY SEWER EASEMENT " W Dp0 DB 1255 PG 413, DB 1396 PG 69,E w n 16 "� DB 1430 PG 348 � w y h 2 � ;mil._ �•r.�.�.�, �. 111 o _ Q7 APPROXIMATE LIMITS OF STATE I .,.. DAM BREAK INNUNDATION ZONE .o. ----------- 20' SANITARY SEWER EASEMENT DB 966 PG 454 y ORCHARD ACRES SUBDIVISION ll SECTION TWO = DB 536 PG 23 , I I, BOUNDARY CURVE TABLE Curve ,L gttils k� r E Rgdius .. s„ Delta Chord Chord Bearing C1 101.15' 2868.69' 2i01'13" 101.14' S 49'01'38" E C2 29.47' 35.00' 4814'29" 28.61' S 2353'47" E C3 265.31' 55.00' 27622'46' 73.33' N 42'02'04" E C4 29.41' 35.06 48'08'25" 28.55' N 72'05'06" W C5 90.69' 2918.69' 1'46'49" 90.69' N 4854'18" W C6 288.66' 3812.47' 4'20'17" 288.59' S 49'03'26" E C7 193.28' 222.15' 49'51'00" 187.24' N 25'39'12" W C8 288.99' 332.15' 49'51'00" 279.96' S 2539'12" E C9 22.10' 34.50' 36-42'19" 21.73' N 10'48'53" E C10 45.60' 57.50' 4526'13" 44.41' N 1510'50- E C11 25.57' 37.50' 39'O4'03" 25.08' N 18'21'55" E ' L23, 12' DRAINAGE EASEMENT DB 471 PG 401 ---DB 536 PG 23 m co------------ L21 L20 . 12' DRAINAGE EASEMENT I I DB 471 PG 401� r �.r I ORCHARD ACRES SUBDIVISION SEE I I I DB 471CPC 399 I I ; EACH TREE 50' PUBLIC BOUNDARY CURVE TABLE Curve Length Radius Delta Chord Chord Bearing C12 8.17' 87.50' 5'20'56" 8.17' N 03'50'34" W C13 31.86' 225.50' 8'05'46" 31.84' N 10'3355" W C14 17.51' 12.50' 8015'39" 16.11' S 54'44'38" E C15 50.04' 1 524.50' 5*2600" 50.02' N 87'51'33" E C16 133.35' 250.50' 3079'58" 131.78' N 7570'33" E C17 15.1S 23.50' 36'53'07" 14.87' N 13'5433" W C18 13.86 333.50' 2'23'06" 13.88' S 31'09'33" E C19 180.77' 306.50' 3347'31" 178.16' N 12'56'04" W C20 4.88' 333.50' 0'50'15" 4.86 S 03'32'33" W C21 32.62' 23.50' 79'32'29" 30.07' S 42'34'09" W C22 152.86' 963.50' 9'05'24" 152.70' S 77-47-38. W m BOUNDARY CURVE TABLE Curve Length Radius Delta Chord Chord Bearing C23 14.03' 23.50' 3412'17" 13.82' N 89*3955" W C24 244.38' 424.50' 32'59'05" 241.02' N 31'06'21" W C25 34.51' 268.50' 721'51° 34.49' N 4354'58" W C26 1 72.16' 1 275.50' 15'00'29 1 71.95' N 31'58'20" W C27 20.44' 23.50' 4950'04" 19.80' N 5613'11" E C28 187.11' 213.50' 5012'500 181.18' N 561M'47" E C29 14.54' 23.50' 3526'25" 14.31' N 4938 35" E C30 155.09' 722.00' 1218'27" 154.79' S 50'24'40" E C31 67.79' 228.00' 17'02'12" 67.55' S 52'46'33" E C32 68.45' 17200' 22-48'07" 68.00' S 49'53'36" E IMP 56A1-1-25 NIP STANLEY MARTIN o COMPANIES, LLC DB 5127 PC 677 LO 4.429 AC. NIAlPROVBD) 45.1 PG 344 TMP 66A1-1-26A N/F STANLEY MARTIN COMPANIES, LLC DB 5127 PC 677 0 887 AC. c51'04'52"E 259. TMP 56A1-1-26 NIP STANLEY MARTIN COMPANIES, LLC DB 5104 PC 510 4.403 AC. 4PPRON/Mq _ IF ® 20' S7RfCODAk BUP 11&0 1C APPROXIMATE LOCATION OF POWELL'S CREEK • '-----"--------- --- ----- lI��L12- AS IT MEANDERS �'�•� NOTE - PROPERTY LINE FROM s _.. ► �' POINT 'A' TO POINT 'B' (L i - j w L27) IS THE CENTER OF THE CREEK. COURSES SHOWN ARE FOR CLOSURE AND AREA e4 " CALCULATIONS ONLY. TMP 56-115 NIF VUE REALTY PARTNERS, LLC DB 4856 PC 582 BOUNDARY LINE TABLE Line Direction Length L1 N 30'03'53" W 70.65' L2 N 24'20'24" W 43.96' L3 N 4637'58" W 15.38' L4 N 51'23'59" W 83.50' L5 N 38'38'26" W 43.13' L6 N 21'02'07" W 43.25' L7 N 12'51'17" W 42.98' L8 N 38'37'41" E 89.73' L9 N 01'33'29" W 38.52' APPROXIMATE LOCATION OF 10o vEaR FLOODPLAIN --------------- L16 ORCHARD ACRES SUBDIVISION SECTION ONE DB 322 PC 146 DB 5 G P 4� BOUNDARY LINE TABLE Line Direction Length L10 N 1811'25" W 61.20' 1-11 N 29'46'06" W 144.21' L12 N 41'32'01" W 36.47' L13 N 13'20'55" W 49.07' L14 N 2555'03" W 73.17' L15 N 26'07'50" W 136.09' L16 N 46'33'18" W 175.10' L17 N 5632'34" W 145.47' L18 S 57'40'54" W 97.00' BOUNDARY LINE TABLE Line Direction Length L19 N 711641" W 81.00' L20 N 52'54'19" W 140.Od L21 N 42'30'30" W 169.00' L22 N 45'45'18" W 196.06 L23 N 37'3338" W 235.00' L24 N 82T2'14" W 87.5S L25 N 34'36'46" W 128.52' L26 N 0813'13" E 87.76' L27 N 27'04'03" W 82.33' FHA. l� N U N Q W N 2 QO Z cc U010 Oa ~°°>o � z RWco rc? W W y 0 Oto r , K 2 Q LO 2m Urn V [5p W Z ccIZZ cc `t C4 y Qtu w12 e U Co o y Z cQ 0' Or W 29 W �co co It W Z OW�a o��pLTH Oh' p� O BRIAN D JAMISON a No. 3334 10-17-2019 �yyD Sp4 Q � N U OC) a N(.0a L O c7 H T N a �QEO �� oco < E--� Z Q N m O J � < < < (n LUNMz a 0 Q N (D o Q a co i- LU Cr) U7) Q G1. z I N(9(1-') J� cnMo C7 } w -a Z ir Lo U r E Q a zz Q M ❑ a Q a - - Q I m �_ oW C.4M Lo Q a � Q N N DATE: 09-27-2019 REV: 10-17-2019 REV: REV: REV: SCALE: 1"=100' JOB: 6822 FILE: 6822 SHEET: V3 OF 05 BUCKINGHAM BRANCH RAILROAD _ _ _ _ _--_- _ _ _ S42'56 52"E C6 S45'09 52„ E so' R1IV ((UNIMPROVED) S43'29 52 E DB 295 PG 344 45.15' -- — WATERLIN 172.30' 100.00' T S42056'52"E 203.30' F 20' EASEMENT + + _, C32 pg 610 PG 380 i C30 i S441527" C31 N48'42'08"E i 72.83' 21.50 i N30'55'22"E CIO 13.35' C5 Gk �� I + + 25.00' 9 CLING LANE + S51-04'52"E 50' R/W \ + + \ ; C1 C2. \ \+ N " REVISED TMP 56AI-1-25 V 1.849 AC. !j (COMPRISED OF EXIST. APPROXIMATE LOCATION PORTIONS OF TMP 2-STORY 15' DRAINAGE EASEMENTS ( DB 1430 PG 348 �� 56A1-1-25 AND 56A1-1-26A) N HOUSE III I 15' DRAINAGE / w O N4735'54"W EASEMENT —�' - � ��^�° S77'21'5611W 23.39, N47'35'54"W DB 1255 PG 414 I N 7 87 9.82' 101.43' I 5'54"W RW'SA ESMT. - DB 612 PG 1 N26'13'35"E `34.27' N86'02'19"W • - 27.00' EXIST.' 2-STO HOUSE 27.01 REVISED TMP 55C-3 A c26 C25 N47 3_ C24 C, v00 T Rq (COMPRISED OFBTMP 55C-3-A,' N12'24'06"E 8.08, �c N14'36'49"W GtiyOF�oBSCF r/r AND PORTIONS OF 56A1-1-25 N ��T 15.37'} yFprr AND 56A1-1-26A) I w O�hJ REVISED / L TMP56A1-1-26 4.744 AC. N 5'23'11"E o I............ _ gy (COMPRISED OF PORTIONS 1 Z OF TMP 56A1-1-26, 49.00 '��.�._._.�._,�.��y.��•r� �•.. - - 56A1-1-26B, 56A1-1-30, ;� R ��'••�` AND 56A1-1-30A) N1436'49"W C/ APPROXIMATE LOCATION OF %.% i 3 r + 100-YEAR FLOODPLAIN �•- J5.79 r^- MENT 0 + APPRO `rl CE Air `11 L16 1S SIRDESIG AM BUfR DU700Y " (14� , APPROXIMATE LOCATION L12 OF POWELL' S CREEK -•� � C 11� AS IT MEANDERS `-,.,)NOTE - PROPERTY LINE FROM POINT 'A' TO POINT 'B' (L1 - L27) IS THE CENTER OF THE CREEK COURSES SHOWN ARE I " FOR CLOSURE AND AREA CALCULATIONS ONLY. ?y �•�.�,� �•� TMP 56-115 N/F VUE REALTY C __ PARTNERS, LLC / 1 DB 4856 PG 582 / ORCHARD ACRES SUBDIVISION SECTION ONE DB 322 PG 146 \ 24.56' _ SPC S42'50'25"E 993.08' BUCKINGHAM BRANCH RAILROAD N:3913749.58 _ 1424327.31 r-----mot t---------------- _______ d: °W 0 CE ' \ \ 'fit N6p 05 A,' ,J OR A� N \ \ r TO, 02, PEgCIi,B6 4g6 \ \ S25'31'43"W dIF DB 11i 4Giram\ EXIST. 57.56 i i "11 GARAGE SiLYE�'PGIOI,LNT)\.o� / rr ,r ` ttt `171 i El-1 N�¢1t�9\�\�ciS25'27'21"W t3 RG \DRPG 24.85' tNT6A1R DP12 D `sS�\ \ 18G 345 (P y" 1-34 OIL o, - _ N65-43'34"W Dg 518 P Tb,P 56NI g?B L \`LP 20.15' NIF PIRE81, TERh3 pG 2DPJAT) �, \ ' `/ REVISED TMP 56A1-1-29_, \\\ \ DD 15G �.-56A�,1JAES L. \ .18c 13.486 AC. - _. `1 \ i "RMP ER, S J \, �� COMPRISED OF TMP 56A1-1-27, 56A1-1-28, a\ �'� NIF DDELORE 3B3 T) \ ( 56A1-1-28A, 56A1-1-29, 56A7-1-29A, D BO PG 6 56A1-1-36, 56A1-1-36A, 56A1-1-366 ca P 56A " lEL BURFORD RD., WAYLAND RD., McCOMB RD. AND i"� TMEA, DALA 4 \ %tA$ 1 PORTIONS OF TMP 56A1-1-26, 56A1-1-26B, NIF SR A11G3 PG 21PypT) �gRED*��"' J 56A7-1-30, 56A1-1-30A, AND 56A1-1-31) / DD 24PG�'i'= 1,1-32DELORES \\\ \ ��g3 F414T) l DADER DD 5g0 3 Dg1 (P� \✓ /� / 1,3%A �\ \ \ NIF D12iP TROY / SD r TAP ER 12„ W ri r/ \NIF $E2,9 P2,-33 (PypT)\ Y'"T4,P 0"t, JpAt PG�� E D ELOR 391 N01'1606„W \DR z i''i " NI OIL 222 PG r N 1002"E !11 ACCESS EASEMENT IUS 1 DB 163 PG 458 % N55'29'02"W 4�' DB 1160 PG 500 65.38' N39'51'550E h° ' 39.30a ny , r� f N30'30'41"W / �® 41.23 REVISD TMP _-56A1-1-30A' / TMP 56-115 +� 0.504 AC. } N/F VUE REALTY W� 4 ° (PORTION OF M I�r' +.� DB4856 PG 582 tl 1 TMP 56A1-1-30A) err ��• " L4jL3 (Z U \\\ APPROXIMATE` 4 . LIMITS OF STATE \ DAM BREAK •\ INNUNDATtON ZONE \ 125'49'21"E REVISED bco z 25.72" - '-~TMP 55C-3-A1 o sv 637 gh S34 » 415 432 N on 0.700 AC. to .61' 9 E o L=75.3fi "' �„� s° A\ � r" 182.44 I`71 N50.34! 4f W C7 .9 , \` _ —�q8� SR 1206) DRIVE ( e ORCHARD �.�,�+ � NOt'1814,6"E 60, PUBLIC R/T REVISED 4.00' 04 f '�Oo FOR TMP 56-7 3.869 AC. N88'41'14"W� (COMPRISED OF TMP 34.00' 56-7 AND PORTION S01*18'46"W 60N11� e� OF 55C-3-A1) 4.00 e EXI^EXIST. USES o�?� e pp `✓✓BARN 'L 100 O 100 200 300 20 " PC 31.67' SCALE: 1" = 100' Sg$L 5�� N:3912764.06 �p/ [)B E:11423040.09 �u <* 0 1�1 U O1 a Q� W N g o 20 O 0a E z Gn Lj 2W JJ IL 2 chi) Q it'Ww °18Q.ijrcy q) 2 a 04 oat UN al p v r►� W O Ir jat cc O LL 1FF�••��1 C W W uO F� QUa Z� O� W �4co v Ao)v W a W eo�LTH ei OF A� U BRIAN D JAMISON a No. 3334 10-17-2019 Q � J N fr 00 a CV a a\ In c7 f4-_ CV Q> J Q W W o (0 i< Q Z N m ¢ F O �Q(0�o 5-'' U) w N cr) Q ¢N(.0 U Q 0 LO cv) w cf) NCO ¢ 0. Z 1 �U cncr)c , ^ Q d Q W ~n LCO 5 a Q 0 T O O J ca � r = C W Cfl M cn Q (3) Q CV N DATE: 09-27-2019 REV: 10-17-2019 REV: REV: REV: SCALE: 1 "=100' JOB: 6822 FILE: 6822 SHEET: ! MT OF05 I'm /-1c 11 �h �pF.._ / 12 ¢ U 11 a o�� F �$O a x� U I mz� Nh n ,bow w ,o 0 N:391490f E:1142298' gOAD BUCKINGHAM BRANCH C1 7t, DO __EASEMENT —' DB 610 PG 380 N48'42'08"E 21.50' CLING LANE 50' R/W CLING t-� MEND 50 EPSE �t �'"�' ORPiNPt;E 41A."1 fi" � 'APPROXIMATE LOCATION I 15' DRAINAGE EASEMENT � 1430 PG 348 i E 22 5545 15 DRAINAGE � /" "�' ,� m b 1 ;fir c�i \ •Oc•�f � ' �z m '` -- EASEMENT -�- �� DB 1255 PC 414 SPC o !A,51__.....' " N: 3914912.96 - ,, m � � `, � o � . `"° N� �' •, gg1 --'' S56'56 40 E E:11422679.28 REVISED TMP 55C-3 A 'O �V, (COMPRISED OF TMP 55C-3-A, 50:02 AND PORTIONS 056A1-.1-25 r �we. 20 SANITARY SEWER EASEMENT AND 56A1-1-26A) o'pao '` TNP 55C-3-B DB 1255 PG 413 -;, N/F CROZET CROSSING DO 1396 PG 69 COMMUNITY ASSOCIATION, INC. � /� �� DB 2228 PC 122 � I 6a 16 --�20' SANITARY SEWER EASEMENT w 5652 DB 1255 PC 413, DB 1396 PG 69, a 16� °' DB 1430 PG 348 --r' APPROXIMATE � � LIMIIS OF STATE DAM BREAK INNUNDATION ZONE 20' SANITARY SEWER v EASEMENT DB 966 PC 454 ORCHARD ACRES SUBDIVISION SECTION TWO I DB 536 PC 23 �4V .. _ L22----_ 12' DRAINAGE EASEMENT — DB 471 PG 401 ---DO 536 PG 23 —_—if1`-'—' __ '�.► .+yam*=_ �. ` `°' t, PEACH TREEIDRI 50' PUBLIC DRI 5'09'52"E eS43'29'52"E 172.30' 100.00' R/)F (UNWROVED)� 45.15' DB 265 PC 344 S42'56'52"E 203.30' C32 P �. S44'15'27" C31 �5� 72.83' R*I col REVISED TMP 56A1-1-25 O 1.849 AC. (COMPRISED OF N86'02' PORTIONS OF TMP EXIST. 2 56A1-1-25 AND o; 2-STORY p� 56A1-1-26A) N HOUSE a r u oo rr N4735'54"W 7.87' 101.43' 9.82' 35'S4"W C25 N47_ v 4 ^� C200 N12'24'06 E RCID O/ F 8.08' ago CF "' �Fj� N14°3649"W �h } 15.37' REVISED n TMP 56A1-1-26 " v,.t-+o - .. ,., u:,• .:,:�-. ,., �..� a mom._ LO 4.744 AC. z (COMPRISED OF PORTIONS ` ................... OF TMP 56A1-1-26, --------- w 56A1-1-26B, 56A1-1-30, �.``\_.._ AND 56A1-1-30A) APPROXIMATE LOCATION OF i ""°��m •; i - 100-YEAR FLOODPLAIN APPRO �'�•�.� �r �D ACRES SUBDIVISION SECT/ON T1y0 7B 471 PC 399 a 12' DRY INAGE EASEMENT DB 471 PG 401 m =] Ty �11 L16 11$' s>RAk00 a0 F£R C14\ APPROXIMATE LOCATION OF POWELL'S CREEK �•��------------ -^ (13�L12 AS IT MEANDERS ��•�.� NOTE - PROPERTY LINE FROM C11 POINT 'A' TO POINT 'B' (L1 - j L27) IS THE CENTER OF THE i CREEK. COURSES SHOWN ARE 1 FOR CLOSURE AND AREA ' q \.J w CALCULATIONS ONLY. �T: �•�.�,��� TMP 56-115 `>, N/F VUE REALTY ` N• 1 PARTNERS, LLC DB 4856 PC 582 / / `, �'—�,\ Al ORCHARD ACRES SUBDIVISION / SECTION ONE i DB 322 PC 146 A 100 0 100 200 300 SCALE: 1" = 100' �R 5;�NL{® (9� �.j y U �< W N 2 Qp zo O e c)2 cr �U Jz RW rc2W� y °y w `'O Q e2 Qo Ifi 2 O co °Et UN v� p v co V W 2 u. `r � cr w j it ¢ -ji ,co UN ►� z W 0co W �v �z w Z 0 W a 1� �pLTH OP D O BRIAN D JAMISON No. 3334 10-17-2019 l Ds NUS LL 00 a N z r,7 Lo 0 T N Q IK F- Z� ¢z H z ¢N I-m LLJ Q � (0 O U) w N M a < c\l (0 U MLLI o z M CV a JU 03(M� A w _;g W < a- Q z Tom 1 J m ~ T M = CM to Q a rn N N DATE: 09-27-2019 REV: 10-17-2019 REV: REV: REV: SCALE: 1"=100' JOB: 6822 FILE: 6822 SHEET: 5 OF 05 APPROVED by the Albemarle County Community Development Department Date_ 9-21-2020 File # SDP2020-019 and SUB2020-033 Application Type Initial Site Plan and Preliminary Subdivision Plat Lead Reviewer: Megan Nedostup GENERAL NOTES OWNER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VIRGINIA 20190 DEVELOPER. STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESVILLE, VA 22911 ENGINEER. • COLLINS ENGINEERING 200 GARRETT Sr SUITE K CHARLOTTESNLLE, VA 22902. (434)293-3719 TAX MAP NO.: 056A1-01-00-02600 (4.74 AC) - STANLEY MARTIN COMPANIES LLC 055CO-03-00-000AO (16.28 AC) - STANLEY MAR77N COMPANIES LLC TOTAL AREA: 21.02 ACRES (PHASE ll) ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT K1774 FLOODPLA/N AND STEEP SLOPE OVERLAY DISTRICTS, PROPOSED USE: SINGLE FAMILY ATTACHED RESIDENTIAL UN17S (VILLA UNITS AND TH UNITS) DENSITY.' ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT6 DU/AC 21.02 ACRES x 6 UNITS / ACRE = 126 UNITS ALLOWED PHASE It., 126 PROPOSED UNITS OPEN SPACE: TOTAL PHASE 11 OPEN SPACE PROPOSED = 8.83 AC (42.07.) TOTAL PHASE It OPEN SPACE REQUIRED (259) = 5.26 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. PRESERVED/MANAGED SLOPES: THE PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEETS 6 THROUGH 8. THERE ARE NO IMPACTS TO PRESERVED SLOPES WITH THIS PLAN. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS: FRONT: 5' MINIMUM (25' MAXIMUM FROM RA OR EDGE OF SIDEWALK) SIDE: NONE - MIN. 10' BUILDING SEPARA77ON (ANY BUILDING THAT EXCEEDS 35' IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10, PLUS 1' FOR EACH FOOT THE BUILDING EXCEEDS 35' IN HEIGHT) REAR: 20' MINIMUM GARAGE: 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF THE SIDEWALK SUBDIVISION STREETS: CURB & GUTTER WATERSHED: LICKING'HOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT. NONE TOPO & SURVEY,' THE BOUNDARY LINE, PARCEL INFORMATION AND TOPOGRAPHY WERE PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2019. INFORMATION WAS FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. DATUM: NAD 83 EXIS77NG VEGETATION: PARTIALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXIS77NG GRAVEL DRIVEWAYS. PHASE I IS CURRENTLY UNDER CONSTRUCTION. LIGHTING. NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT. ALL PORCH LIGHTS MUST MEET THE REQUIREMENTS OF SECTION 4.17 AND BE BELOW 3000 LUMENS PARKING: 126 SFA UNITS = 252 OFF-STREET PARKING SPACES REQUIRED MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE TOTAL PARKING PROVIDED: 252 OFF-STREET PARKING SPACES GUEST SPACES: 1 SPACE PER 4 UNITS = 32 SPACES REQUIRED GUEST PARKING SPACES PROVIDED: 1. ON-S7REET PARKING ALONG MCCOMB = 11 SPACES 2. ON -STREET PARKING tMT14 BUMP -OUTS - 25 SPACES TOTAL GUEST PARKING PROVIDED = 36 SPACES TOTAL PARKING REQUIRED: 252 SPACES + 32 SPACES = 284 SPACES TOTAL PARKING PROVIDED: 102 SPACES + 36 SPACES = 288 SPACES NOTE: THE ADDITIONAL PARKING PROVIDED WITH THE PHASE I DEVELOPMENT DOES NOT EXCEED 20% OF THE REQUIRED PARKING. ON STREET PARKING AVAILABLE WHERE INDICATED BY S/GNAGE, SEE S17E PLAN SHEET FOR SIGNAGE ALONG MCCOMB STREET. PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 3 PHASES. CURRENTLY, THIS PROPOSED PLAN INCLUDES PHASE Il- PHASE I IS CURRENTLY UNDER CON57RUC77ON AND PHASE 3 WILL BE THE RESIDUE PARCELS. BUILD114G SITES: PARCELS 1-126 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMEN7S OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL TMP 56A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT SEE EXISTING CONDIAONS AND SITE PLAN SHEETS FOR LOCATION OF CEMETERY, STREAM BUFFERS: THE 100' STREAM BUFFERS S11OWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE FLOODPLAIN: A PORTION OF THE RESIDUE PROPERTY IS LOCATED WITHIN A FLOODPLA/N ZONE AS SHOWN ON FEMA MAP,y51003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING.- STREET TREES ARE PROPOSED WITH THE ROAD PLAN ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SEC77ON 32.7.9 OF THE COUNTY CODE. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: RECREATIONAL AMENITIES HAVE BEEN PROVIDED WITH THE PHASE / DEVELOPMENT, INCLUDING A CLUBHOUSE, RECREATIONAL FIELD, AND TOT LOT, PHASE l/ WAL ADD TO THESE AMENITIES WITH A PASSIVE RECREAT70NAL AMENITY, A 7RAILWAY SHALL BE CONSTRUCTED ALONG THE STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLA/N AREA AND NATURE TRAIL. IMPERVIOUS AREAS: PROPOSED ROADWAY AND PARKING LOT 87,800 SF PROPOSED SIDEWALK 21,300 SF PROPOSED BUILDINGS 156,000 SF PROPOSED DRIVEWAYS 36,000 SF TOTAL IMPERVIOUS AREA: 301,100 SF (32%) NOTES 1) THIS PROPERTY DOES NOT LIE W177-1/N AN AGRICULTURAL AND/OR FOREST DISTRICT 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, BTH EDITION. CODES 230 WERE USED FOR THE DEVELOPMENT PROPOSED 50 DWELLING UNITS ADT RATE - 5.86 VPD PER DU - 293 ADT (146 ENTER/147 EXIT) AM PEAK RATE - 0.44 VPH PER DU = 22 VPH (3 ENTER/19 EXIT) PM PEAK RATE - 0.52 VPH PER DU = 26 VPH (18 ENTER/8 EXIT) 6) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. PLEASANT GREEN -PHASE 2 PRELIMINARY SUBDIVISION PLAT 1� 1*1 c- 11 � \ 3 ,1tQ\\113 N ET , N WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA VICINITY MAP'-.,,,, SCALE: 1" = 2000'_= r~ Y i :t 1'i r A I``s p (/ �M1 I- A SITE C,1tIza1' •� r—�. „,n, 17 i L C71(i (Tull Gdlf 1ha� ET \ I 1 Lrr l \ '� \ NNMNIINMNRXNM���iµY1N�NR�M�MM,WWN:NMXMNMM4NWWNWW°MN,M IMXNNNWMIXMNIM,IINYNNMMMIMHNIWNNNMIMiNHIMMIMHHMMHIM,NIN,NfIfMINWWNiXHNIWNINIHHNN �_. FXglIW1,1/ � - -'- Orwsrrac .,� ..a.s "'" : �''a+r�ts'k �+,,`+9�.. ..� K•td�CiY• rc��.yr 1� ���'�.•{�f�� !yl •_�'_"_--•, ,!. :.' agnaes ^.u..': .,.V- e. •I"Sa; tlfl�s: 'f i.� {lJ k_+,i "-"-- io :. •:i •r'i"• cd„—ffY(r/^7Y Isv \ i >° " i".` , ii:..P:'ti iL!..,-Fr !., ..i v,.: , s I N III, .. •y.�•' },I.T�°°, A"„ y \ rd.,rc Y , It .�•,. :,, ,�� ❑ \ • = 1, ,r .•I1.,.lL I :�� ,,... I� F { \ < ,�A ,�{,�. ��M(+ a � a ( � s r t:t, .1 Y __� � �- � 1 { � ' \ yF. T E � • , ., i � [��t fn, i at '�a���•y' F 'G r'��hf�� IV'�n',C T•r _� � t� � II � L t � us. ,. , + I' �I� I lI 1` d1 �� `� + ;1 � t n I Y � •, — V +1 1 I ,m ;;\1 � mC r yl lit • ° i 1 srn M � ca Mu TM= 056R1-01-09-02900 13.406 �'-'"" \ • J t w q ,m ,m , O6 0226. PO ]0➢ ,.,•:ter, ,n °+ PHASE III j;o hr, - 5'•.M°Mti+ 0 0 LEGEND II] I O T x Yt �� Ll wl.n A "Mm EXIS77NG CULVERT EARTH DITCH O CULVERT DRIVEWAY CULVERT Q DROP INLET & STRUCTURE NO. BENCH MARK CURB CLEARING LIMITS I CURB & GUTTER - - - - - PROPOSED PAVEMENT EC-3A DITCH - LIZ— EXISTING CONTOUR DEPTH OF EC-3A DITCH 2x PROPOSED CONTOUR 6` _4, 65 VDOT STANDARD STOP SIGN EC-2 DITCH el� PROPOSED SPOT ELL "VATIUN 6" DEPTH OF EC-2 DITCH ■J YUC KAM PAffMs LLC TV 0500-00-90-1'990 21.554. W ME, M 56t 1*1 SHEET LAYOUT SCALE. 1" =1001 u Sheet List Table Sheet Number Sheet Title 1 2 COVER SHEET EXISTING CONDITIONS & PHASE I IMPROVEMENTS 3 SITE PLAN 4 SITE PLAN 5 SITE PLAN 6 UTILITIES, GRADING & DRAINAGE PLAN 7 UTILITIES, GRADING & DRAINAGE PLAN 8 UTILITIES, GRADING & DRAINAGE PLAN 9 TYPICAL SECTIONS, NOTES, & DETAILS 9 TOTAL NUMBER OF SHEETS ^ m p ;` / '7. /�' � NEWI FA APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRF, RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HF,AL•I'H DEPARTMENT Op° � G COTT R. COLLINS'Z No. 35791 ,rl �il Z z 0 0 U Co vt :D w _j d J Z ,¢„ G V) z 'LU .. Ice 0 JL9 Z CY) ti M � erw M CY) \ a1 N 1 1 w J J_ U) LLI i<j Q U W Y LU I° Ul in H !•J•I,/•�•r zLU LLJ iY CO Uj r< V 00 DATE � U J CL LU d< 06 21-1 F�—yC ED U) Ly L� / Q O U CN t LU Uj z z a Q LU -� LU i Ln JOB NO. 182154 SCALE AS SHOWN SHEET NO. 1 LOT NUMBER LOT AREA sf BUILDABLE AREA sf LOT NUMBER LOT AREA sf BUILDABLE AREA sf LOT NUMBER LOT AREA sf BUILDABLE AREA sf LOT NUMBER LOT AREA s BUILDABLE AREA NO 51 2,737 1,551 81 4,334 2,56-, 119 2,348 1,285 153 3,477 2,248 62 1,687 1,135 96 4,208 2,403 120 1,789 1,285 154 1,934 1,432 52 1,769 1,217 87 4,129 2,345 121 1,423 1,D23 155 1,496 1,095 5: 1,920 1,270 89 4,235 2,405 122 1,773 1,273 166 1,453 1,053 66 1,920 1,278 89 4,639 2,759 120 1,771 1,271 168 1,421 1,020 66 1,70 1,244 90 5,028 3,094 120 1,414 1,D14 158 1,3:8 997 57 2,918 1,822 91 4,941 2,36& 125 2,275 1,211 155 1,384 984 58 2,777 1,634 92 4,896 2,634 121 2,288 1,122 160 1,726 1,226 5: 1,936 1,335 90 4,770 2,833 126 1,759 1,259 161 1,384 984 60 1,906 1,356 97 4,626 2,721 128 1,756 1,256 162 2,259 1,298 61 1,926 1,376 96 4,941 2,634 125 1,403 1,E06 165 2,631 1,566 62 1,937 1,387 96 4,349 2,512 130 2,207 1,282 163 1,764 1,263 63 1,933 1,382 97 4,446 2,564 131 2,861 1,727 165 1,802 1,002 60 2,877 1,775 99 4,437 2,564 132 1,721 1,221 166 1,762 1,262 66 3,920 2,244 99 4,241 2,423 133 1,393 992 168 1,425 1,020 66 4,y36 2,342 it" 5,081 3,094 137 1,780 1,276 168 1,802 1,302 67 4,306 2,558 1LA 4,293 2,401 134 2,384 1,111 165 2,371 1,384 69 4,373 2,638 102 4,738 2,743 130 2,352 1,277 170 2,659 1,534 69 4,336 2,540 H4 2,335 1,377 137 1,733 1,231 171 1,743 1,239 70 4,371 2,630 1114 1,468 1,068 138 1,358 956 172 1,407 1,007 70 4,330 2,638 115 1,842 1,312 139 2,156 1,206 173 1,292 1,28i 72 4,671 2,801 106 1,839 1,338 130 3,012 1,385 170 1,794 1,293 73 4,710 2,827 117 1,831 1,339 131 1,867 1,267 173 1,804 1,304 70 4,650 2,804 H8 1,459 1,06Z 132 1,482 1,E82 176 2,465 1,424 75 4,374 2,527 1Il4 1,820 1,42G 143 1,834 1,234 170 2,258 1,2:8 71 4,720 2,773 11G 2,425 1,424 144 1,462 1,W2 178 1,750 1,2iu 70 4,328 2, 851 114 2,361 1,377 134 1,836 1,236 173 1,788 1,288 79 4,606 2,682 117 1,812 1,312 130 2,695 1,590 153 1,822 1,322 75 4,337 2,301 114 1,450 1,049 137 2,785 1,L52 171 1,835 1,334 SO 4,310 2,540 114 1,812 1,312 138 1,885 1,385 172 1,382 1,Oe2 31 4,303 2,630 115 1,812 1,312 139 1,887 1,387 is$ 1,802 1,302 82 4,495 2,631 116 1,449 1,049 150 1,511 1,111 15: 2,221 1,278 73 4,650 2,741 117 1,812 1,312 151 1,885 1,290 SB 4,320 2,540 11,4 2,532 1,442 152 2,811 1,731 IN FEET ------ ---- _ 1 inch 0 ft. 4