HomeMy WebLinkAboutSUB201900131 Plat - Approved 2019-10-04 VICINITY MAP 1" = 3000'
SUBDIVISION PLAT SHOWING .�
LOTS 1 THROUGH 16 AND 135 NOTES CONTINUED:
PHASE 8 BRIARWOOD SUBDIVISION ,,Ee EACH LOT IN THE DEVELOPMENT CONTAINS A BUILDING SITE
RIO MAGISTERIAL DISTRICT � THAT COMPLIES WITH SECTION 4.2,1 OF THE ALBEMARLE
ALBEMARLE COUNTY, VIRGINIA z COUNTY ZONING ORDINANCE.
li
THESE PARCELS ARE ZONED: PRD AND ARE SUBJECT TO
AUGUST 2, 2019 � ZMA 1991-00013, ZMA 1995 00005, ZMA 2004-00014 AND
REVISED: SEPTEMBER 30, 2019 IP �� zMA 2005 00009
REVISED: OCTOBER 3, 2019
SHEET 1 OF 4 SUNSET J THESE PARCELS ARE WITHIN THE NORTH FORK RIVANNA
DR (ABOVE WATER INTAKE) WATER SUPPLY WATERSHED BUT IS
NOT WITHIN AN AGRICULTURAL-FORESTAL DISTRICT.
t
OULDER UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR
�0 SITE RD SEWER SERVICE WILL BE AVAILABLE TO THIS PROPERTY.
STATEMENT OF CONSENT TO DIVISION: Q
G ANY STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, O` /., ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF
SUBDIVISION PLAT SHOWING LOTS 1 THROUGH 16 AND 135, PHASE 8 IS ALBEMARLE COUNTY.
BRIARWOOD SUBDIVISION, RIO MAGISTERIAL DISTRICT, ALBEMARLE /� '1'L�
COUNTY, VIRGINIA, IS WITH FREE CONSENT AND IN ACCORDANCE WITH THE C�PRK pR THESE PARCELS CONTAIN AREA DESIGNATED AS ZONE X
DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. (UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY.
. . .tii ,l 71 ./ jst,/ l0��S'— /r DATED: FEBRUARY 4, 2005
A ENT DATE
(FOR WOODBRIAR ASSOCIATES) A NEW 10' DRAINAGE & UTILITY EASEMENT IS RESERVED
CENTERED ON EACH PROPERTY LINE AND IS HEREBY
DEDICATED TO PUBLIC USE.
NOTARY PUBLIC:
THIS
SURVEY
TITLE WAS PREPARED WITHOUT THE BENEFIT
STATE OF J lc A•'`�' a' A
T.
CITY/COUNTY OF VI '`srI NOTES:
SOME EASEMENTS OTHER THAN THOSE SHOWN HEREON
THE FOREGOING VUS ACKNOWL DGED SETBACKS: MAY EXIST.
BEFQQRE ME THIS 4__ 1*Y pF vd FRONT--20'
201"l . BY Wei v, �` W"•OA SIDE--6' (SINGLES AND TOWNHOUSE END UNITS)
REAR--5'
} _J3•(,( ' wN�� MINIMUM BUILDING SEPARATION = 12' (SINGLE UNITS)
� COUNTY APPROVAL:
NOTARY PUBLIC NO MINIMUM LOT AREA IS SPECIFIED.
MY COMMISSION EXPIRES: S ;V►LGZ• _ _ , _ __ IRONS TO BE SET AT ALL NEW PROPERTY CORNERS a=u/� j �-'J� /0445
— • UPON COMPLETION OF CONSTRUCTION. AGENT OF THE BOARD OF DATE
TITLE REFERENCES Notary
WANDA Public ► SUPERVISORS
FOR TMP 32G-1R3 Commonwealth of Virginia / THE INTENT OF THE NEW EASEMENTS SHOWN
Registration No. 7113752 I HEREON IS THAT THEY ARE TO BE CENTERED ON THE
WOODBRIAR ASSOCIATES I My Commission Expires May 31, 2023 p ASBUILT LOCATION OF THE UTILITY AND
P.O. BOX 5548 ALL OF THEIR APPURTENANCES. ,1,!
CHARLOTTESVILLE, VIRGINIA 22905 ANY REFERENCE TO FUTURE POTENTIAL DEVELOPMENT O�REA • 1.
D.B. 5168 P. 427, 431 PLAT IS TO BE DEEMED AS THEORETICAL ONLY.
D.B. 5091 P. 71, 75 PLAT
D.B. 4969 P. 395, 400A PLAT OPEN SPACE DEDICATED TO AND MAINTAINED BY •
D.B. 2904 P. 30 PLAT THE HOMEOWNER'S ASSOCIATION. U °� 9
D.B. 1924 P. 742 PLAT CHRISTOPHER B. KEAN LINC*LN
D.B. 714 P. 44 PLAT I HEREBY CERTIFY THAT THIS SUBDIVISION LIC. NO. 2378
D.B. 690 P. 232 PLAT, TO THE BEST OF MY PROFESSIONAL
D.B. 4077 P. 228 CITY OF CHARLOTTESVILLE KNOWLEDGE AND BELIEF, IS CORRECT AND Jo-3 •( 1 SURVEYING
D.B. 4111 P. 477 CCR COMPLIES WITH THE MINIMUM PROCEDURES
D.B. 4316 P. 157 1ST AMEND TO CCR AND STANDARDS ESTABLISHED BY THE VIRGINIA •\
D.B. 4304 P. 209 CENT. TELE. COMP. OF VA STATE BOARD OF ARCHITECTS, PROFESSIONAL N• MIS 4 Innovation. Integrity. Vision.
D.B. 4121 P. 418 REC ENGINEERS, LAND SURVEYORS, CERTIFIED g Y
D.B. 4779 P. 257 COMCAST LANDSCAPE ARCHITECTS AND INTERIOR DESIGNERS. 632 BERKMAR CIRCLE
D.B. 5115 P. 465 - 2ND AMEND. TO CCR I ALSO CERTIFY THAT THE BOUNDARY SHOWN CHARLOTTESVILLE, VIRGINIA 22901
D.B. 5060 P. 574 REC HEREON IS BASED ON A CURRENT FIELD SURVEY.
D.B. 5183 P. 633 ACSA OFFICE: 434-974-1417
D.B. 4779 P. 257 COMCAST 110006801.SUB-17-LOTS_ELM 19277.PRO
OPEN SPACE TABULATION CHART
SUBDIVISION PLAT AND TOTAL TOTAL NO. TOTAL AREA OPEN SPACE WITHIN PERCENT OF TOTAL CUMULATIVE TOTAL CUMULATIVE BRIARWOOD SUBDIVISION
(RECORDING INFORMATION) AREA OF LOTS OPEN SPACE FLOODPLAIN PRESERVED OPEN SPACE OPEN SPACE % OF OPEN SPACE PHASING PLAN
PLATTED SLOPES
D.B.PH 1. N.T.S
41 11 P. 477-528 IA-2, IB-2, 8 9.24 AC. 59 2.4026 AC. 26.00% 2.4026 AC. 26.0%
D.
PHASE 6
PH IA-2, 1B-I
D.B. 4132 P. 472-482 3.96 AC. 31 1 .0599 AC.
26.77% 3.4625 AC. 26.2%
PH IA-I , IA-2, 5
PH IA-2, IA-2 PHASE 6 PHASE 5
D.B. 4513 P. 61 30. 17% 5.4445 AC. 27.5% PHASE PHASE 1B PHASE 1B
LESS PARCEL X OPEN SPACE 6.569 AC. 22 1 .982 AC ` 1A 1 �:
D.B. 4416 P. 471 0.653 AC. 5 0.000 AC. 0.00% PHASE 51111110 ` er, I�
5.4445 AC. 26.7% 4 �
Ay'9S •'/ /� \NO ` PHASE 1A
PH5, 466 3.692 AC. 14 1 .699 AC. 0.374 AC. 1 .239 AC. 46.02% 7. 1435 AC. 29.6% `\
D.B.D.B. 4674 P. 748 6,, ,,," ,, Av AA. ,
D.B. 4801WW
PH 6, PH
5P.463, 466 PLAT 3.211 AC. 8 2.022 AC. 1 .299 AC. 0.689 AC. 62.97% 9. 1655 AC. 33.54% PHASE 4 .affil `., �
om
D.B.RECREATION6P.
AREA PLAT ° ,, ` r% %or
D.B. 4916 37 19.600 AC. 0 19.600 AC. 17.342 AC. 0.018 AC. 100.00% 28.7655 AC. 61 .30/ 9
D.B. 4931 P. 701 OJT PHASE 1A
9.576 AC. 23 4.589 AC. 2.438 AC. 1 .310 AC. 47.92% 33.3545 AC. 59.03% �� &', PHASE
D.B.P 4969LPTS395 *2 PHASE 8 � ` `yam
2.9159 AC. 30 0.9828 AC. 33.70% 34.3373 AC. 57.69%
0.00 AC. I -0.04672 AC. - - 0.00% 34.2906 AC. 57.71%
PH 8 LOT 108A D85091 P71 ` \� Q.
PH IA-I DB5I03 34.2073 AC. 57.57%IBLA LOTS 14-22) P183 0.00 AC. 0 -0.0833 AC. - - 0.00%PH IA-I LOTS 6- 13 DB5094
PH IB LOTS IA, I-5 P686 0.00 AC. 14 0.4584 AC. 0.00% 33.7489 AC. 56.80'/° ST. IVLOTS 17-39, 112- 127, 129-134REV LOTS 109-I11 PH 8 CAMELOT NEW LOTS fi•
DB5168 P427 3.6198 AC. 48 0.9614 AC. - - 26.56/. 34.7103 AC. 55.06% SUBDIVISION PHASE 8
PHT8 I - IS P 1T 1 .4569 AC 0.2737 AC 18.79% 34.9840 AC. 54.24%PH 8 ITHIS PLAT)) . 17 . - - 13'
TOTALS 64.4936 AC. 272 34.9840 AC. 21 .453 AC. 3.256 AC. 54.24%
AREA TABULATIONS AREA IN S.F. AREA IN AC. NOTES CONTINUED:
NEW OPEN SPACE I I ,921 .67 0.2737 THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR
(PORTION OF PARCEL X2) ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND
(WITHOUT ROAD AREA) WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF
TRANSPORTATION OR THE COUNTY OF ALBEMARLE
SITE TOTALS ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE
17 LOTS 30,015.53 0.6891 STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE
PARCEL X2 33,446.83 0.7678 BUILDING DEPARTMENT.
TOTAL SITE AREA 63,462.36 I .4569 THESE PARCELS ARE NOT IN A DAM BREAK INUNDATION ZONE
THESE PARCELS ARE IN THE AIRPORT IMPACT AREA
SITE TOTALS AREA IN AC. THESE PARCELS ARE IN THE ENTRANCE CORRIDOR OVERLAY
TMP 32G- IR3 RESIDUE
EXISTING AREA 28.8083
THIS PLAT
SITE TOTALS I .4569 tJQI-
1014/ 1c1
TOTAL RESIDUE TMP 32G- IR3 27.3514 SHEET 2 OF 4 110006801_,SUB-17-LOTS_ELM 19277.PRO
SUBDIVISION AND
NEW 6' LANDSCAPE EASEMENT
SCALE: 1" = 40' GRID NORTH
SHEET 3 OF 4 NAD'8 SOUTH ZONE
V ASP
DELTA= 3°25'09" N3944881.96
DRIVE CB=N06°50'28"E E11505571.06
CAMELOT 1s10 C=94.87'
N3944439.16 OPEN SPACE SHOWN STATE ROUTE N3944787.77 T=47.46'
ACCESS EASEMENT E11505528.46 AS HATCHED AREA E11505559.76 A=94.89'
D.B. 3833 P. 256 PLAT R=1590.00'
PRIVATE STORM - - - -
DRAINAGE EASEMENT
D.B. 5168 P. 427, 431 PLAT 20' AEC EASEMENT TMP 32G-1R3
TOTAL N05°07'S3"E 350.01' D.B. 5060 P. 574 . • • • WOODBRIAR ASSOCIATES
_ 20' SCREENING $TRIP L 12 - D.H. 5168P 427 431 PLAT
39.56 $10.4.5'. NEW PHASE 8. _ ° •
D.B. 4969 P. 395, 400A PLAT
PARCEL X2.. • 573 15'26" D.B, 2904 P. 30, 32 PLAT
48.08'
�A:24•ai'. OPEN SPACE. _ L8 L9 L10 L11 L73 L14 _ D.B. 1924 P. 742 PLAT
PRIVATE STORM .. L4 L5 L6 L7 L 15 D.B.D.B 1 690 P. 232AT
I 1.07''` L2 L3 Llg
DRAINAGE EASEMENT L1
D.B. 3833 P 256 PLAT I n, o U•- ti L17 L18
co c LL
I w w "Co p �� °' r0 co r" o� Q pQ Lk /' 03 0
v, N)to w CO Tor CP r Ar N -1 r Cr)-i A --I 0 h F-CO •co '0 U. LL �- 00
O r a
\II
31.98' a0 r �O r T� ''' �� o T. Ocwn Q� N QV w O� J Oo J O� J O� v I- Q� "� Qtr LL CC7)- cow" I)_ rn NNE pW QA -n N r° r Ov '' O� col- o OT u.
^DQ O'oDOrwv
Or Q -{ "� '� _ — — _ _ ^ �^ '' �0 !�� ..w "vino
N84°40'54"W rn w T-i -i _ L27 _ 26 L24 C4 _ C3 ,^_ cv J O� ° N o Co
138.22' I ipm w L29 L28 L "5 C5 ::; L23- Jn •n; �nwin�
vn- _ - L30 : - ACSSEMENI T C2 L22 v� °� D
Amy a L32 _ L3 - UTILITY E427, 431 PLA De STREE R/VgTE : L2i_ L2 `" 'Tic:
ri D
To J N- 07 •_ D.B. 5168 51g3 P, 633 5768 p EASEMEN 0 L 1g
mNEW D•B• 427 T _ 6' LANDSCAPE
win w LANDSCAPE MEN ` • 431 PL Ca Cg _ - _C 6 EASEMENT
a TPHASE� AT o C 7
o C9 D.B. 5168 P. 427, 431 PLAT
'Z `OEA _ - -
PARCEL X2 _ a EL M .. _ _ - - - -
__----T
r �— _ _
THE NEW — - -
E -
6, v
_ �� ` COV'1 E SEM LANDSCAPE o
—� N3944615.40 _ T ENT VARIABLE WIDTH PRIVATE
E11505663.75
_ _�` `�' co •n, STREET EASEMENT
- — 189.07' 1— rri D.B. 5168 P. 427, 431 PLAT
L-------L
S00°42'19"E /
PRIVATE STORM ACCESS EASEMENT
N3944426.35 RAINAGE EASEMENT D.B. 3833 P. 256 PLAT 232.40'
E11505666.08 D.B. 3833 P. 256 PLAT TMP 32G-B S27°10.26"W °RPRIVA` ------
WOODBRIAR 30S302 ASSOCIATES
DB 5 6/gAp,E 2j SEMEN-
D.B. 4554 P. 431, 440 PLAT • 431 N
D.B. 690 P. 232 _ ��� A. .
OPEN SPACE SHOWN NEW 6'
AS HATCHED AREA LANDSCAPE
EASEMENT
N3944822.15
-NOTE-
E11505769.89 \
PARCEL X2 (33,446.83 SQ / 0.7678 ACRES) IS FORMER RESIDUE PARCEL SUBTRACTING THE LOTS.
OPEN SPACE (11,921.67 SQ FT / 0.2737 ACRES) IS PARCEL X2 SUBTRACTING THE ROAD AREA.
TOTAL NEW LOTS (30,015.53 SQ FT / 0.6891 ACRES)
VPf
IA 4114‘
110006801_SUS-17-LOTS_ELM 19277.PRO
COORDINATE TABLES
SHEET 4 OF 4
LINE BEARING DISTANCE LINE ARC CHORD BEARING RADIUS DELTA CHORD TANGENT
L1 N05°07'53"E 27.33' C1 7.85' S45°20'55"W 5.00' 90000'00" 7.07' 5.00'
L2 N05°07'53"E 20.07' C2 0.99' S20°33'05"W 258.15' 0°13'08" 0.99' 0.49'
L3 N05°07'53"E 20.07' C3 25.97' S17°33'34"W 258.15' 5°45'54" 25.96' 13.00'
L4 N05°07'53"E 20.07' C4 20.17' S12°26'20"W 258.15' 4°28'35" 20.16' 10.09'
L5 N05°07'53"E 28.04' C5 1.55' S10°01'44"W 258.15' 0°20'37" 1.55' 0.77'
L6 N05°07'53"E 32.17' C6 32.84' S16°51'14"W 778.50' 2°25'00" 32.83' 16.42'
L7 N05°07'53"E 20.00' C7 20.02' S18°47'56"W 778.50' 1°28'24" 20.02' 10.01'
L8 N05°07'53"E 20.00' C8 20.00' S20°16'17"W 778.50' 1°28'20" 20.00' 10.00'
L9 N05°07'53"E 35.39' C9 1.90' S21°04'39"W 778.50' 0°08'24" 1.90' 0.95'
L10 N05°07'53"E 36.88'
L11 N05°07'53"E 19.08'
L12 N21°08'51"E 1.66'
L13 N21°08'51"E 20.00'
L14 N21°08'51"E 20.00'
L15 N21°08'51"E 20.00'
L16 N21°08'51"E 20.00'
L17 N21°08'51"E 20.00'
L18 N09°11'45"E 26.49'
L19 S21°08'51"W 18.10'
L20 S21°08'51"W 20.00'
L21 S21°08'51"W 20.00'
L22 S21°08'51"W 20.00'
L23 S21°08'51"W 24.43'
L24 S05°19'06"W 16.57'
L25 S02°50'00"W 1.89'
L26 S02°50'00"W 9.47'
L27 SOO°20'55"W 17.29'
L28 S00°20'55"W 27.99'
L29 S00°20'55"W 20.00'
L30 S00°20'55"W 20.00'
L31 SOO°20'55"W 20.00'
L32 SOO°20'55"W 25.46'
L33 N89°39'05"W 31.50'
L34 N87°10'00"W 2.43'
L35 N84°40'54"W 35.95'
L36 S89°39'05"E 72.46'
L37 S89°39'05"E 70.79'
L38 S89°39'05"E 69.11'
L39 S89°39'05"E 67.44'
L40 S89°41'45"E 65.10'
L41 S84°52'07"E 63.05'
L42 S84°52'07"E 63.16'
L43 S84°52'07"E 65.72'
L44 S76°51'38"E 72.01'
L45 S68°51'09"E 81.48'
L46 S68°51'09"E 86.74'
L47 S68°51'09"E 86.74'
L48 S68°51'09"E 86.74'
L49 S68°51'09"E 86.74'
L50 S68°51'09"E 86.43'
L51 S68°51'09"E 85.61'
110006801_SUB-17-LOTS.ELM_19277.PRO