HomeMy WebLinkAboutSUB201900039 Plat 2019-05-22SUBDIVISION PLAT SHOWING
LOTS 17 THROUGH 39
LOTS 112 THROUGH 127
LOTS 129 THROUGH 134
REVISING LOTS 109-111
PHASE 8 BRIARWOOD SUBDIVISION
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
MARCH 7, 2019
REVISED MARCH 13, 2019
REVISED MAY 1, 2019
SHEET 1 OF 7
STATEMENT OF CONSENT TO DIVISION
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
SUBDIVISION PLAT SHOWING LOTS 17 THROUGH 39, LOTS 112 THROUGH 127,
LOTS 129 THROUGH 134, REVISING LOTS 109-111, PHASE 8 BRIARWOOD
SUBDIVISION, RIO MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VIRGINIA, IS
WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
4—
AGENT DATE
(FOR WOODBRIAR ASSOCIATES)
NOTARY PUBLIC:
STATE OF �' ' v
CITY/COUNTY OF I . I t
THE FOREGOING WAS ACKNOWLEDGED
BEF,�RE ME THIS DAY OF Cora
20 BY \ t.+ t (l W
NOTARY PUBLIC
MY COMMISSION EXPIRES: 5 1- AV-X3
TITLE REFERENCES
FOR TMP 32G-1R2 WANDAMWRIGHT
Notary Public
WOODBRIAR ASSOCIATES Commonwealth of Virginia
P.O. BOX 5548 Registration No. 7113752
CHARLOTTESVILLE, VIRGINIA 2290 My Commission Expires May 31, 2023
D.B.
5091
P.
71, 75 PLAT
D.B.
4969
P.
395, 400A PLAT
D.B.
2904
P.
30 PLAT
D.B.
1924
P.
742 PLAT
D.B.
714 P. 44 PLAT
D.B.
690
P.
232
D.B.
4077
P.
228 CITY OF CHARLOTTESVILLE
D.B.
4111
P.
447 CCR
D.B.
4316
P.
157 1ST AMEND TO CCR
D.B.
4304
P.
209 CENT. TELE. COMP. OF VA
D.B.
4121
P.
418 R E C
D.B.
4779
P.
257 COMCAST
D.B.
5115
P.
465 - 2ND AMEND. TO CCR
D.B.
5060
P.
574 REC
NOTES:
VICINITY MAP 1" = 3000'
o�
QP
J�
SUNSET
DR
0
SITE OULDER
R D
Q�
\G�
O
CIS q'L
CLPRK DR
SETBACKS:
FRONT--20'
SIDE--6' (SINGLES AND TOWNHOUSE END UNITS)
REAR--5'
MINIMUM BUILDING SEPARATION = 12' (SINGLE UNITS)
NO MINIMUM LOT AREA IS SPECIFIED,
IRONS TO BE SET AT ALL NEW PROPERTY CORNERS
UPON COMPLETION OF CONSTRUCTION.
THE INTENT OF THE NEW EASEMENTS SHOWN
HEREON IS THAT THEY ARE TO BE CENTERED ON THE
ASBUILT LOCATION OF THE UTILITY AND
ALL OF THEIR APPURTENANCES,
ANY REFERENCE TO FUTURE POTENTIAL DEVELOPMENT
IS TO BE DEEMED AS THEORETICAL ONLY.
OPEN SPACE DEDICATED TO AND MAINTAINED BY
THE HOMEOWNER'S ASSOCIATION,
I HEREBY CERTIFY THAT THIS SUBDIVISION
PLAT, TO THE BEST OF MY PROFESSIONAL
KNOWLEDGE AND BELIEF, IS CORRECT AND
COMPLIES WITH THE MINIMUM PROCEDURES
AND STANDARDS ESTABLISHED BY THE VIRGINIA
STATE BOARD OF ARCHITECTS, PROFESSIONAL
ENGINEERS, LAND SURVEYORS, CERTIFIED
LANDSCAPE ARCHITECTS AND INTERIOR DESIGNERS.
I ALSO CERTIFY THAT THE BOUNDARY SHOWN
HEREON IS BASED ON A CURRENT FIELD SURVEY.
NOTES CONTINUED:
LOTS 112-119 PHASE 8 ARE AFFORDABLE UNITS
EACH LOT IN THE DEVELOPMENT CONTAINS A BUILDING SITE THAT
COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING
ORDINANCE.
THESE PARCELS ARE ZONED: PRD AND ARE SUBJECT TO
ZMA 1991-00013, ZMA 1995-00005, ZMA 2004-00014 AND
ZMA 2005-00009
THESE PARCELS ARE WITHIN THE NORTH FORK RIVANNA
(ABOVE WATER INTAKE) WATER SUPPLY WATERSHED BUT IS
NOT WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER
SERVICE WILL BE AVAILABLE TO THIS PROPERTY.
ANY STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN
ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF
ALBEMARLE COUNTY.
THIS PROPERTY CONTAINS AREA DESIGNATED AS ZONE X (UNSHADED)
(AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN) AS SHOWN ON MAPS BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY. DATED: FEBRUARY 4, 2005
A 10' DRAINAGE 8. UTILITY EASEMENT IS RESERVED
CENTERED ON EACH PROPERTY LINE AND IS HEREBY
DEDICATED TO PUBLIC USE.
THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT
OF A TITLE REPORT,
SOME EASEMENTS OTHER THAN THOSE SHOWN HEREON
MAY EXIST.
COUNTY APPROVAL:
AGENT OF THE BOARD OF DA E
SUPERVISORS
CHRISTOPHER B. KEAN
LIC. NO. 2378
LINCI%.,LN
SURVEYING
i
Innovation. Integrity. Vision.
632 BERKMAR CIRCLE
CHARLOTTESVILLE, VIRGINIA 22901
OFFICE: 434-974-1417
110006801—SU8_48LOTS_19121.PRO
OPEN SPACE TABULATION CHART
SUBDIVISION PLAT AND
TOTAL
TOTAL NO.
TOTAL AREA
OPEN
SPACE WITHIN
PERCENT
OF
TOTAL CUMULATIVE
TOTAL CUMULATIVE
IRECORDING INFORMATION)
AREA
OF LOTS
OPEN SPACE
FLOODPLAIN
PRESERVED
OPEN SPACE
OPEN SPACE
%
OF OPEN SPACE
PLATTED
SLOPES
PH IA-2, IB-2, 8
D.B. 4111 P. 477-528
9.24 AC.
59
2.4026 AC.
26.00%
2.4026
AC.
26.0%
PH IA-2, IB-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
D.B. 4513 P. 61
30.17%
5.4445
AC.
27.5%
LESS PARCEL X OPEN SPACE
6.569 AC.
22
1.982 AC
PH 5
D.B. 4416 P. 471
0.653 AC.
5
0.000 AC.
0.00%
5.4445
AC.
26.7%
PH5, PH6
D.B. 4674 P. 748
3.692 AC,
14
1.699 AC.
0.374
AC.
1.239 AC,
46.02%
7.1435
AC.
29.6%
PH 6, PH 5
D.B. 4801 P.463, 466 PLAT
3.211 AC.
8
2.022 AC.
1.299
AC.
0.689 AC.
62.97%
9.1655
AC.
33.54%
RECREATION AREA PLAT
D.B. 4916 P. 37
19.600 AC.
0
19.600 AC.
17.342
AC.
0.018 AC.
100.00%
28.7655
AC.
61.30%
PH 4,
D.B. 4931 P. 701
9.576 AC,
23
4.589 AC.
2.438
AC,
1,310 AC.
47.92%
33.3545
AC.
59.03%
PH 8, 33 LOTS
D.B. 4969 P. 395
2.9159 AC.
30
0.9828 AC.
_
_
33.70%
34.3373
AC.
57.69%
PH 8 LOT 108A DB5091 P71
0.00 AC.
1
-0.04672 AC.
0.00%
34.2906
AC.
57.71%
PH IA -I DB5103
(BLA LOTS 14-22) P183
0.00 AC.
0
-0.0833 AC.
0.00%
34.2073
AC.
57.57%
PH IA-1 LOTS 6-13 DB5094
PH 18 LOTS IA, 1-5 P686
0.00 AC.
14
-0.4584 AC.
_
0.00%
33.7489
AC.
56.80%
LOTS 17-39, 112-127, 129-134
REV LOTS 109-III PH 8
3.6198 AC.
48
0.9614 AC.
26.56%
34.7103
AC.
55.06%
TOTALS
63.0367 AC. 255
34.7103 AC.
21.453
AC.
3.256 AC.
55.06%
AREA TABULATIONS
AREA IN
S.F.
AREA IN AC.
NEW OPEN SPACE
41,877.25
0.9614
(PORTION OF PARCEL XI)
(WITHOUT ROAD AREA)
SITE TOTALS
48 LOTS
85,832.10
1.9704
PARCEL XI
71,845.76
1.6494
TOTAL SITE AREA
157,677.86
3.6198
SITE TOTALS AREA IN AC.
TMP 32G-IR2 RESIDUE
EXISTING AREA 32.4281
THIS PLAT
SITE TOTALS 3.6198
EASEMENT AREA TABULATION
28,775.82 SO FT -- NEW ACSA UTILITY EASEMENT AND PRIVATE STREET EASEMENT (PARCEL XI)
21,525.38 SO FT -- NEW ACSA UTILITY EASEMENT AND PRIVATE STREET EASEMENT (RESIDUE PARCEL)
14,129.17 SO FT -- NEW PRIVATE DRAINAGE EASEMENT (PARCEL XI)
9,797.36 SO FT -- NEW PRIVATE DRAINAGE EASEMENT (RESIDUE PARCEL)
NOTES CONTINUED:
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
THIS PROPERTY IS NOT IN A DAM BREAK INUNDATION ZONE
THIS PROPERTY IS IN THE AIRPORT IMPACT AREA
BRIARWOOD SUBDIVISION
PHASING PLAN
1" = 600'
PHASE 6
PHASE 6 PHASE 5
PHASE 1B PHASE 1B
PHASE
1A-1
PHASE 5
A
ti9SF PHASE 1A
6
PHASE 4
PHASE 1A
PHASE 5
PHASE 8 �
O
4-
co'
NEW LOTS J
PHASE 8
S T. IVES
CAMELOT
SUBDIVISION
/*00-
TOTAL RESIDUE TMP 32G-IR2 28.8083
SHEET 2 OF 7
110008801-SUB_48L OTS_19121.PH(
NEW LOTS
NONN
E
63 o\S
ON O
Np,O P S
N3945409.60
SCALE: 1 = 50 �� --- -- - -
SHEET 3 OF 7 N3945257.39 S67°22'07"E
s
-- ---'- C EASEMENT
E11 7 2 20.00' _ _ -2 p.B E5060 P. 574
DRIVE _ :' 012C),
�
R.159o�5: CAMEL IT
1510 °
S61°41'48"E C'
39 STATE TOTAL 164.91' 88.99' - _ I
�-196.3T, --- - ._ j
C-3g9.TT28"E 2.37'S.3., 20.01' J I I I T T
-
N15.35 4 51„ S P� 150,16' 28A1' ~
0Y• 20.00'
CBT P- 14 0 SO 6 2� 1 20.01' 20.01' 20. a I r I I M I I I I
OEL N11 2 5 33.31, ro 20.01' < Q o f
23 A �r �f` r N owNo I coa I �� I �v I �v I �.
o ao co v v
^� j PL 00, 33 wr rn O o0 cn0 coo 00 aft° �oaaa�Q o� o� O� o �r o
i0 9yE o 2 �r 0 -4 � cn Wo o °° � N� � 00 ~ �O
.2 'Q 0 436 O 0 N tD0 � OCA O� j Cps Joc, I I N I NO I N-� I C70 I NJ C7
11 0 J U7-{ O O� (}Q� O () ) M �� I NJ �� N
N3944881.96 2 12� 62 2p o0 2°' N =� 0 N O w O T �� �� TA rig "' o m
Ell 71. �; 2p.00 0) a r0 N-4 O -n 0 r v ~ rn i I I ► I I I
SEMI a p AL2"�� 2p 0p ojrO O N O e ➢ r N r N w
O, aEG06p P 5� - g. b�. 2g �2 ' a� cvr0 N� O� O N W r y j y No No - o N ow w W cn mL4 L
O® N Ow j NO Now No 0 0 -
C� 2 cP O n r y -.4 0 -
o' N N �o -
S P p o io r rn oN �- S67°19'26"E C17 SEE DETAIL A
Z O, A5"E � 2 m O N O N -c� dD a ro p o C2
4 Np9°1161' 0. 0 .� a f N� O �� y o �` N q > TOTAL 7.01' VARIABLE WIDTH PRIVATE ON SHEET 7
- 110 0 20 N �O� ONO> j o a o N3945259.77 ACCESS EASEMENT FOR REVISED
v!o 2po O D.B. 4969 P. 395, 400A PLAT LOTS INFO
t-
oo Oo 2000 '� rnO� ,) � v � o`J ow �: ro rn 5 57 6.1 TOTAL I
r o C�URT�E LOTS 112-119 N28°18'12"E - -
a O N N o
3' 20 p O O N r N o c C3 IrE PR\V P ARE AFFORDABLE S61°41'48"E 1 123.19' iZ
cp N 252 rn� rn<0 pN QN� �� m w T�TPE�� BWN\v MENT UNITS ��6AL 7:01'
G O� O N N a a V A ��� E9 9�45 � 7.211 y A=26.07'
to wr `r O N j ''
^o O , a��a r
p w
a
c
oWO N� O-� a PO
Nw' r o O O OD O'
O(��
a 20
1
0 c0
p U��
r O
co �o Or W O N�QO O Or j
O 0-4 O r WO -� P �to O O �Ow . rnO O -4 N OJO o 0i0 0s(n..,QON3944979.35 (n 0 Op
0)NLa GQ 11 TT o �OOSAL 6.-0aN Lp � NO 6.0o cn N 060
-0 6.p
lcEp N A p16.0TOTAL
�
�
Dm -�'3r.1v 9 0fi.0r1-' p 20 Ir0r 01m[J9�.99(( n_rn�2'0ri.0pIp
� r 3n0
p.r-0i
Il
vcn GrnA"A'7
C r0 r
rnr- p o OD
�
o O --IO -4
0 ir:rtw 00 cn Ozcnp z
i m ' I Im
ln(n En 0� O
C930 Y0� -4I f� fa0 1 -n CD
-1N -n- -no - I �
?9.86, Ito
p
b 11�
?7.r8, o, --I
- -
Tp "' 4.39 20.00, 2 00' 20.00' 20.00' 29.99'
N �ro 4 0O� N Z N39448d2.50 N p 0 '00 U� ONE -A r 26 pp, 6. 19'26 11"W 1947.3
24 w w a N ON n w op S ep ql TMP 32G-X
N r o� c,, -, 11 5 �O N ON Tp 0 30 TMP 32G-1R2 148.00' S70 33'49"E 56SI ��, WOODBRIAR ASSOCIATES
s Z O� cr N co 000 VOODBRIAR ASSOGIATES 1.86' 9g > D.B. 5091 P. 71, 75 PLAT
r can o' /� m -+ N j j r r 0 00� 2 D.B. 4969 P. 395, 400A PLAT NEW TOTAL 6 D.B. 496D98P.6395, 4002A PLAT
�� to - O -c r rn p 00. 2 N3945140.58 D.B. 2904 P 30, 32 PLAT PHASE 8 S28"17'56"W -
�` r' o' 2 PARCEL Xi 124:38' PHASE 8
j NN '' A o oo, 20 0 11 D.B.
D.B. 19ia P. a42PPATT OPEN SPACE PARCEL X OPEN SPACE
2000 2 51�16120 D.B. 690 P. 232 - - - - -
S27'1026W 586.42'
m ' bD I
N3944822.15 I TMP 32G-B2
11 7 TMP 32G-B S27'10'26"W I WOODBRIAR ASSOCIATES
WOODBRIAR ASSOCIATES 19.54' D.B. 4554 P. 431, 440 PLAT
D.B. 2904 P. 30, 32 PLAT I D.B. 690 P. 232
D.B. 4554 P. 431, 440 PLAT
D.B. 690 P. 232
I
N3945343.84
.'P
-NOTE-
PARCEL X1 SHOWN AS HATCHED AREA 71,845.76 SO FT (1.6494 AC)
OPEN SPACE IS PARCEL X1 SUBTRACTING THE ROAD AREA 41,877.25 SO FT (0.9614 AC)
110006801.SUB_48LOTS_19121.PRO
N �ro 4 0O� N Z N39448d2.50 N p 0 '00 U� ONE -A r 26 pp, 6. 19'26 11"W 1947.3
24 w w a N ON n w op S ep ql TMP 32G-X
N r o� c,, -, 11 5 �O N ON Tp 0 30 TMP 32G-1R2 148.00' S70 33'49"E 56SI ��, WOODBRIAR ASSOCIATES
s Z O� cr N co 000 VOODBRIAR ASSOGIATES 1.86' 9g > D.B. 5091 P. 71, 75 PLAT
r can o' /� m -+ N j j r r 0 00� 2 D.B. 4969 P. 395, 400A PLAT NEW TOTAL 6 D.B. 496D98P.6395, 4002A PLAT
�� to - O -c r rn p 00. 2 N3945140.58 D.B. 2904 P 30, 32 PLAT PHASE 8 S28"17'56"W -
�` r' o' 2 PARCEL Xi 124:38' PHASE 8
j NN '' A o oo, 20 0 11 D.B.
D.B. 19ia P. a42PPATT OPEN SPACE PARCEL X OPEN SPACE
2000 2 51�16120 D.B. 690 P. 232 - - - - -
S27'1026W 586.42'
m ' bD I
N3944822.15 I TMP 32G-B2
11 7 TMP 32G-B S27'10'26"W I WOODBRIAR ASSOCIATES
WOODBRIAR ASSOCIATES 19.54' D.B. 4554 P. 431, 440 PLAT
D.B. 2904 P. 30, 32 PLAT I D.B. 690 P. 232
D.B. 4554 P. 431, 440 PLAT
D.B. 690 P. 232
I
N3945343.84
.'P
-NOTE-
PARCEL X1 SHOWN AS HATCHED AREA 71,845.76 SO FT (1.6494 AC)
OPEN SPACE IS PARCEL X1 SUBTRACTING THE ROAD AREA 41,877.25 SO FT (0.9614 AC)
110006801.SUB_48LOTS_19121.PRO
S27'1026W 586.42'
m ' bD I
N3944822.15 I TMP 32G-B2
11 7 TMP 32G-B S27'10'26"W I WOODBRIAR ASSOCIATES
WOODBRIAR ASSOCIATES 19.54' D.B. 4554 P. 431, 440 PLAT
D.B. 2904 P. 30, 32 PLAT I D.B. 690 P. 232
D.B. 4554 P. 431, 440 PLAT
D.B. 690 P. 232
I
N3945343.84
.'P
-NOTE-
PARCEL X1 SHOWN AS HATCHED AREA 71,845.76 SO FT (1.6494 AC)
OPEN SPACE IS PARCEL X1 SUBTRACTING THE ROAD AREA 41,877.25 SO FT (0.9614 AC)
110006801.SUB_48LOTS_19121.PRO
110006801—SUB_48LOTS_19121.PR0
NEW ACSA UTILITY EASEMENT AND PRIVATE
STREET EASEMENT
NEW PRIVATE STORM DRAINAGE EASEMENT
_ NEW PRIVATE STORM
DRAINAGE EASEMENT
NEW 6' LANDSCAPE EASEMENT
SCALE: 1" = 30'
_
= NEW ACSA
UTILITY EASEMENT
SHEET 6 OF 7
83 GRID NORTH
ZONE
AND PRIVATE STREET
EASEMENT
3°25'09"
V ASP SOUTH
\JAS
DELTA=
CB=N06°50'28"E
C=94.87'
T=47.46'
EXISTING ACCESS EASEMENT
N3944787.77
A=94.89'
D.B. 3833 P. 256 PLAT
DRIu-
E11505559.76
R=1590.00'
CAMELOT
N3944439.16
/ E11505528.46
STATE ROUTE 1510
b
Lo
TOTAL N05°07'53"E 350.01'
305.36'
39.56'
30 N79°29'39" E
U 2 0.00'
S10°30'21"E TMP 32G-1R2
38.33' WOODBRIAR ASSOCIATES
D.B. 4969 P. 395, 400A PLAT
OD SEE DETAIL B D.B. 2904 P. 30, 32 PLAT
a ON SHEET 7 D.B. 1924 P. 742 PLAT
D.B. 714 P. 44 PLAT
FOR REMAINDER
Np D.B. 690 P. 232
OF DRAINAGE
31.98' m EASEMENT RESIDUE R:25815,
C1 A�48.68
20' REC EASEMENT
D.B. 5060 P. 574
PORTION OF
NEW PARCEL X1 P'�� TMP 32G-X
SHEET 7 OF 7 N� �� WOODBRIAR ASSOCIATES ELM TREE COURT
G��C �� D.B. 4969 P. 395, 400-A PLAT TOTAL VARIABLE WIDTH PRIVATE
D.B. 690 P, 232 N28.18'12"E ACCESS EASEMENT o
C18 123.19' D.B. 4969 P. 395, 400A PLAT
L47 S61°41'48"E
861°41'48"E PORTION OF NEW PARCEL X1 7.00'
7:01'
D D 13.19, 20.01' 20.00' 19.99, I 20.00' I 30.00'
y D „I.
A=26.07' bn
1 O p
p o O i O D C
LINE BEARING DISTANCE I r r r
0 O O
L1 S80°26'20"E 91.38' I -;
L2 S80'26'20"E 92.44'
Z z z
L3 S80'26'20"E 92.98' m m m
L4 S80'26'20"E 93.01' co
L5 S80°26'20"E 92.53' r- T
L6 S80°26'20"E 91.49' o o r v O v, r rn r` f
L7 S80'26'20"E 89.90, ""4 ()D cA o )4
O r I Q _ CIO
'or NL8 S79°28'13"E 87.72' CA) m . r a
N �
n L9 S78°30'11"E 85.53' to
N
CA) O 0
L10 S78'30'11"E 84.42' -n n �
CA)
I m
L11 S78'30'11"E 83.70' ® I '' I �0
L12 S78'30'11"E 83.38'
L13 S78'30'11"E 83.45'
L14 S78°30'11"E 83.91'
L15 S78°30'11"E 84.78'
L16 S73'49'13"E 86,81'
L17 S69°10'56"E 83.75' 26.00' )S.86, -
L18 S69°10'56"E 82.17'
L19 S69°10'56"E 80.99, S70°33'49'E
L20 S69'10'56"E 80.20' TMP 32G-1R2 1.86' S4,T07. 2�r8 o41
L21 S69°10'45"E 79.80' WOODBRIAR ASSOCIATES °30.5 '�
D.B 4969 P. 395, 400A PLAT 56 99 Iy 14.39' 20.0 ' 20.00' 20.00' 20.00' 29.99'
L22 S69°10'56"E 79.79' D.B. 2904 P. 30, 32 PLAT
L23 S69'10'56"E 80.18' D.B. 1924 P. 742 PLAT TOTAL TMP 32G-X
8.18' 11.82'
L24 S7825'02"E 81.34'
D.B. 714 P. 44 PLAT NEW S28°17'56"W A DOBODB09 AR ASSOCIATES
D.B. 690 P. 232 PHASE 8 124.38' PHASE 8
L25 S78'25 02 E 82.87 PARCEL X1 ow PARCEL X D.B. 4969 P. 395, 400-A PLAT
L26 S78'25'02"E 83.99' DETAIL A OPEN SPACE A OPEN SPACE D.B. 690 P. 232
L27 S78'25'02"E 84.69' 1" = 201 m
L28 S78'25'02"E 84.99'
L29 S78'25'02"E 84.89' LINE ARC CHORD BEARING RADIUS DELTA CHORD TANGENT DEGREE OF CURVE NORTH
L30 S78°25'02"E 84.38' C1 33.31' N22°01'25"E 1570.00' 1'12'57" 33.31' 16.66' 3°38'58" 83 GRAD ZONE
L31 S70'33'49"E 68.32' C2 169.19' S21°07'30"W 1021.50' 9029'23" 168.99' 84.79' 5036'32" \Jp,DSP SOUTH Z � O A:63.0g
L32 S70'33'49"E 68.83' C3 206.50' S10°35'21"W 1021.50' 11 34'57" 206.15' 103.60' S 21'32" o'( q6q N10 3 -9'
L33 S70'33'49"E 69,06' C4 147.39' S10°13'18"W 778.50' 10°50'51" 147.17' 73.92' 7°21'35" `�10- �L / 64.49'
L34 S70°33'49"E 69.04' C5 164.20' N09°35'25"E 984.89' 9°33'08" 164.01' 82.29' 5°49'03" �` �� E TING PRIVATE STORM
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L35 S70°33'49"E 68.74' C6 213.01' N21°57'00"E 960.50' 12*42*24" 212.58' 106.95' 5°57'55" '�P'`1 �A S� P D.B. 3833 P. 256 P
L36 S70'33'49"E 68.18' C7 18.96' S15'01'52"W 960.50' 1'07'53" 18,96, 9.48' 5°57'55" g� lb
L37 S70°33'49"E 67.35' C8 100.78' S08°42'15'W 843.63' 6°50'41" 100.72' 50.45' 6'47'30" �q,� ,SZ.j'���?g� 9� ?' / S10'33'29"W
L38 S70'33'49"E 63.58' C9 52.78' S13°54'41"W 836.83' 3°36'49" 52.77' 26.40' 6°50'48" O 00 C�sL,q b- O13 P,g3���69 %%� L39 S61'41'48"E 74.46' C10 174.51' S21°14'45"W 1027.50' 9°43'S2" 174.30' 87.47' 5°34'34" 5� ��EQ 2j �p`11 P�' ��
L40 S61°41'48"E 81.78' C11 207,71' S10°35'21'W 1027.50' 11'34'57" 207.36' 104.21' 5°34'34" 0 5
L41 S61'42'04"E 83.76' C12 146.14' S10°13'02"W 772.50' 10°50'21" 145.92' 73.29' 7°25'01" 3$� /
L42 S61°41'48"E 83.76' C13 53.26' S13°54'54"W 842.81' 3°37'15" 53.25' 26.64' 6°47'53" g209 �� 03a33' TMP 32G-B
L43 S61'41'48"E 83.76' C14 106.85' S08'32'15"W 856.00' 7'09'06" 106.78' 53.49' 6'41'36" S47°37'06 "W' S� pj WOODBRIAR ASSOCIATES
L44 S61°42'04"E 83.75' C15 167.39' N09°42'47"E 978.89' 9°47'51" 167.19' 83,90' 5°51'11" 21.19% i D.B. 2904 P. 30, 32 PLAT
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L45 S61'42'04"E 83.75' C16 227.58' N21'28'22"E 954.50' 13'39'40" 227.05' 114.33' 6'00'10" �91g� //D.B. 4554 P. DETAIL B D.B. 694 43P. 232
L46 N74'25'37"W 18.05' C17 12.04' N25.44'36"E 594.49' 1°09'38" 12.04' 6.02' 9'38'16" p =
L47 S28°18'12"W 74.00' C18 42.82' N27'02'07"E 967.50' 2°32'10" 42.82' 21.42' 5°55'19" �= 30' 110006801-SUB 48LOTS 19121.PR0
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