HomeMy WebLinkAboutSUB201500158 Plat 2016-01-29APPROVED FOR RECORDATION
Agent Board Of Supervisors , _9r
OWNERS APPROVAL
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND
TAX MAP 61 PARCEL 126
IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE
OF THE UNDE gIGNED OWNERS, PROPRIETORS AND TRUSTEES IF ANY.
, / �&�
SIGNATOR FOFR HILLTOP PARTNERS, LLC.
OWNERS APPROVAL
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND
TAX MAP 46A1 PARCEL 1 -OB -37
IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE
OF/7UNDERSIGNED OWN S, OPRIETORS AND TRUSTEES IF ANY.
/o/i:;�� /�
D VN T. BURRIS
PARCEL DATA
LEGAL REFERENCE
TMP 61 -126
OWNER & DEED BOOK REFERENCES
TMP 61 -126
HILLTOP PARTNERS, LLC.
P.O. BOX 645
CHARLOTTESVILLE, VA. 22902
D.B. 4562 pp.266 -281
D.B. 4562 p.279(plat)
PARCEL DATA
LEGAL REFERENCE
TMP 46A1- 01 -OB -37
OWNER & DEED BOOK REFERENCES
TMP 46A1 -01 -013,37
DAWN T. BURRIS
1706 REDINGTON LANE
CHARLOTTESVILLE, VA. 22901
D.B. 1884 p.454
D.B. 808 pp. 63 -66 (plat)
MAGISTERIAL DISTRICT
RIO MAGISTERIAL DISTRICT
ZONED: R2 - CLUSTER DEVELOPMENT (WITH BONUS FACTOR)
SETBACKS: (Zoned R2)
FRONT = 25 FEET MINIMUM
SIDE = 10 FEET MINIMUM
REAR = 20 FEET MINIMUM
NOTARY PUBLIC
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS DAY OF.. -, -2 c e�-h h Q ✓ 20�
MY COMMISSION EXPIRES
NOTARY PUBLIC
THE FOREGOING INSTRUMENT WAS WAS ACI
THIS �r DAY OF ,�N- Ge
MY COMMISSION EXPIRES
RESERVOIR WATERSHED
SOUTH FORK RIVANNA(Below Reservoir)
AGRICULTURAL - FORESTAL DISTRICT
THIS SITE DOES NOT LIE WITHIN AN AGRICULTURAL - FORESTAL DISTRICT.
ARLENE PROPST !O
Notary Public 1i�4
Commonwealth of Virginia
t
My Commission Expires td-�o /1-6 s
BEFORE ME
20�_
ARLENE PROPST
Notary Public
Commonwealth of Virginia
101449
My Commission Expiresry /3c/2-v[i 1
NOTES
A PRELIMINARY SUBDIVISION PLAT, SUB201400176, WAS APPROVED
FOR THIS PROJECT ON DECEMBER 22, 2014.
PROPOSED LOTS 1 THROUGH 6 EACH CONTAIN A BUILDING SITE THAT
COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE
THE DEVELOPER RESERVES A 5' UTILITY AND /OR DRAINAGE EASEMENT
ALONG ALL FRONT LOT LINES, 5' ALONG ALL REAR LOT LINES AND 5'
ALONG ALL SIDE LOT LINES.
THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS THAT
WILL BE REQUIRED BY A.C.S.A. IN ORDER TO ASSUME THE MAINTENANCE
RESPONSIBILITY FOR THESE UTILITIES.
ALL LOTS SHALL BE SERVED BY PUBLIC WATER AND SEWER.
STORM DRAIN, WATER AND SEWER EASEMENTS ARE TO BE CENTERED
ON THE AS -BUILT LOCATIONS OF THE LINES.
THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE, RELOCATE OR
VACATE ANY EASEMENT AS NECESSARY, SO LONG AS THE PROPER AUTHORITY
AGREES, REGARDLESS OF THE SALE OF ANY LOT.
THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT.
UTILITIES AND EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST.
IRONS WILL BE SET AT ALL NEW PROPERTY CORNERS.
THE PRIVATE STREET IN THIS SUBDIVISION(HILLBROOK COURT) 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.
THE EXISTING AND /OR PROPOSED RIGHT -OF -WAY IS OF ADEQUATE WIDTH
AND HORIZONTAL AND VERTICAL ALIGNMENT TO ACCOMMODATE A TRAVELWAY
PASSABLE BY ORDINARY PASSENGER VEHICLES IN ALL BUT TEMPORARY
EXTREME WEATHER CONDITIONS, TOGETHER WITH AREA ADEQUATE FOR
MAINTENANCE OF THE TRAVELWAY, AS REQUIRED BY SECTION 14 -412 OF
THE ALBEMARLE COUNTY CODE.
OPEN SPACE AND PRIVATE STREETS OR ALLEYS SHALL BE OWNED AND
MAINTAINED BY THE HILLBROOK COMMUNITY ASSOCIATION.
OPEN SPACE AREAS ARE RESERVED WITH PRIORITY FOR WATER, SANITARY
AND STORM SEWER WHERE APPLICABLE, BUT NOT TO THE EXCLUSION OF
OTHER USES. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE
OR VACATE EASEMENTS WITHIN THE OPEN SPACE.
ALL PRIVATE DRAINAGE EASEMENTS SHOWN HEREON ARE TO BE OWNED
AND MAINTAINED BY THE HILLBROOK COMMUNITY ASSOCIATION.
ALL PUBLIC DRAINAGE AND /OR STORMWATER MANAGEMENT EASEMENTS
SHOWN HEREON ARE HEREBY DEDICATED TO PUBLIC USE.
ROUTE 652 OLD BROOK ROAD IS A PUBLIC STREET. THE 0.1224 ACRE
PORTION OF TMP.61 -126 IS TO BE ADDED TO OLD BROOK ROAD AND
IS HEREBY DEDICATED TO PUBLIC USE.
SUBJECT PROPERTY LIES IN AN AIRPORT IMPACT AREA(AIA)
FLOOD HAZARD OVERLAY DISTRICT SUBJECT PROPERTY LIES IN A STEEP SLOPES (MANAGED) OVERLAY DISTRICT.
THE SUBJECT PROPERTY APPEARS TO LIE IN FL00 ZONE X, "OTHER AREAS"
AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AS
SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 510003 0279 D,
EFFECTIVE DATE FEBRUARY 04, 2005.
Prepared By: Jeff Powell ® RGA
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
® A PROFESSIONAL CORPORATION
SERVING VIRGINIA SINCE 1866
814 MONTICELLO ROAD - CHARLOTTESVILLE, VIRGINIA 22902 s r
PHONE 494877-0205 - FAX 434.298 6220 - EMAIL INFOQRO(JDABUSH.COM
�ggr�id
�f1 C
PLAT SHOWING
HILLBROOK SUBDIVISION
A DIVISION! OF
TAX MAP 61 PARCEL 126
LOCATED ON OLD BROOK ROAD
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
NOTE;
THE AREAS SHOWN HEREON AS NEW ACSA WATERLINE EASEMENTS
AND NEW 20' ACSA SANITARY SEWER EASEMENT ARE
HEREBY DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY.
TYPICAL WATER & SANITARY
SEWER EASEMENTS
— — — � — N. T.S. )
MH, FIRE HYDRANT, BLOW -OFF
S �OR. WATERLINE OR
SANITARY SEWER APPURTENANCE
10' 20'
* THE DEVELOPER RESERVES THE RIGHT TO VACATE OR
REVISE ANY EASEMENT HEREON PROVIDED THE PROPER
AUTHORITY AGREES.
* 20' WATER AND SANITARY SEWER EASEMENTS ARE TO BE
CENTERED ON THE ASBUILT LOCATIONS OF THE LINES.
10' WATER METER EASEMENTS ARE TO BE CENTERED ON THE
ASBUILT LOCATIONS OF THE ATRE SERVICE LINES AND METERS.
TYPICAL WATER
METER EASEMENTS
— — — — — — — LN. T. S. )
WATER
W ®L�METER
i0' 20'
AREA SUMMARY
TMP 61 -126 = 2.649 Ac.(Survey)
- 0.122 Ac. Dedleated R/W
- 0.217 Ac. Hlllbrook Court
- 0.261 Ac. Lot 1
- 0.262 Ac. Lot 2
- 0.284 Ac. Lot 3
- 0.304 Ac. lot 4
- 0.265 Ac. Lot 5
- 0.269 Ac. Lot 6
-0.032 Ac. SWM Lot(Open Space)
Residue TMP 61 -126 = 0.633 Ac.(Open Space)
OPEN SPACE
AREA SUMMARY
Residue TMP 61 -126 = 0.633 Ac.(Open Space)
+0.032 Ac. SWM Lot(Open Space)
TOTAL = 0.665 Ac.(Open Space)
O
VICINITY MAP
Scale: 1 " =2000'
VIWI
WILLIAM J. LEDBETTER
Lic. No.1507 -8
- wmi
SHEET INDEX
SHEET 1 - COVER SHEET
SHEET 2 - SUBDIVISION PLAT
SHEET 3 - ACSA WATER AND SEWER
EASEMENT PLAT
SHEET 4 - STORM DRAIN AND PEDESTRIAN ACCESS
EASEMENT PLAT
SHEET 5 - SIDEWALK, LANDSCAPE, SIGHT DISTANCE
AND TREE PROTECTION EASEMENTS PLAT
Rev: OCT. 30, 2015
SHEET
AUGUST 24, 2015
1 \5
FILE: #4400
0: \Jpawell \Tmproj \4400 - HILLBROOK \SUBDIVIDE.pro
SUBDIVISION PLAT
SCALE 1" = 30' / e
CURVE TABLE
LINE
RADIUS
ARC
DELTA ,
CHORD BEARING
RD
C1
410.00'
189.21'
26'26'30"
N47'57'48 "E
187.54--t.
C2
384.79'
177.72'
26'27'46"
S47'57'10 "W
176.14'
C3
386.26'
37.55'
5'34'10"
N32'16'40 "E
37.53'
C41
384.79'
18.97'
2'49'30"
N36'08'02 "E
18.97'
C5
23.50'
13.38'
32036'58"
N89'44'44 "E
13.20'
C6
20.50'
9.41'
26'17'52"
S31'31'45 "E
9.33'
C7
20.50'
6.41'
17'55'20"
S09'25'09 "E
6.39'
CBI
39.50'
49.39'
71'38'18"
S36- 16 -39 "E
46.23'
C9
39.50'
43.14'
62034'54"
N76'36'45 "E
41.03'
CIO
39.50'
43.81'
63033'04"
N13432'46 "E
41.60'
C11
39.50'
48.72'
70'40'08"
N53'33'50 "W
45.69'
C12
20.50'
6.41'
17'55'20"
N79'56'14 "W
6.39'
C131
20.50'
9.41'
26'17'52"
N57'49'38 "W
9.33'
C14
23.50'
11.30'
27032'36'
N01'38'18 "W
11.19'
C15
384.79'
51.75'
7042'23"
N50'39'53 "E
51.72'
C16
384.79'
44.77'
6039'59"
N57'51'04 "E
44.74'
C17
384.79'
62.22'
9'15'54"
S42- 10 -44 "W
62.16'
0 15 30 60 90 (�
SCALE IN FEET TMP 46A1-01--0D �'��` " �0�,
Field A
D B. 973 P 675 N61.1'1A33 E AO'05
25' S 20.80 \ "r� WILLIAM J. LEDBETTER
Lic. No.1507 -B
TMP
Is. 46A1- 00130B -37
7 "N
cc
C) ' \ DAWN T. BURRIS
zo / IS 0�•� D.8.1883 -454 IZ
� 1 S D.B. 808 -66 (plat) \
cc D.B.808 -63
n `�Q oe j S \ N 39!7927.912
- �' Q� e�� E 11494342. 634 �/ \ `
TMP 61-125A 1�0�` a � /
N/F Minter �, O�'� e�ti� L2 V ^ Y / LOT 1 / IS' 4611 HP OB -36 \
D.B. 335 p.60 / Qo O Q �' 0.261 AC. '
IS. ,W �, SWM / LOT 36 ,� \
M N/F REYNOLDS /
C13 Is. o ^ o I Open Space F D. B. 8084
Lot 66 (plat)
/ o � � / / \�q°
•' \ � \ C5 � 41
IS. IS. (, ti •oaa �� \ / / \ \ ,/
46A1-01-0B-35 /
ifs LOT 2
\ N/F MOODY ' LOT 35
` \ IF. s9 >> ��L00,� \ 0.262 AC. \ /
D. B. 3552 -689
N54 56 15 W ''• '9 '9 C D.B. 808- 66(plat)
\ 25.21 ' `� ��,, 90. 1� � �(V2, IS. IS.
n
v 0 �f IS. IF/
�� C12 X45'07'01 "E /
S71 6 14 "W 10 s TBaCK - 11.03'
S85'19' 18 "W IS \
IF. / \�F \c IS. 17.48' 135.85'
(S. IS. - - 10' SETBACK
\ i
__fi�gg h'
C) Tficd
Q •3 \
�• �, LOT 6 > Is. a
►� ti ti 0.269 AC. / R =39.50 Y a \
U �
LOT 3 -
�1�Q Is. P,h /ry 0.284 AC. /,� os•
PG F TMP 46A1 -1 -C
O q:� IF. Is' C9 IS T OPEN SPACE (PHASE 2)
.
O' / �P•�� OZ ti a S> N/F FIELDBROOK H.O.A. INC.
/ 39!7759.545 ,' 99. ` /,�o 5a ti"��� Q'%o / 0• D. B 7329365 (Plat)
[E' 11494072.242 ��
/ �o S '\o N17054'12 "E sF\ /
Qo Is. 21. 79
TMP 61 -125 / aoQo 'f` New 10'Pee,ddestrian ti0
N/F Stephens ,� / , do >09°� / / \'o Access Esmt. •`��' ti
D. 8.4139 p.277 / x\ Q ' 90, �, \/ I � \sF�aa'L
� 5 �
Is. � s LOT 5 � I \ O �, ✓ IF. N 317713.62 0'264 AC. \ E 114945564502
9°\ / RESIDUE
Is. TMP 61 -126
0.633 AC. Open Space
0.304 AC. / / a
LO
A \ I N I / 00. HILLTOP PRTNERSOLLC.
TMP O`SOti �n / 11 D.B. 4562 .266 -282
46A2 -09- -114 \ z ova D.B. 4562 p 279 (plat)
LOT 114 IF. 'TS \ / / A \'�
N/F Webster � � IF. W.8.126 -661 01
D. B. 1478 -358 �`9�'- \ D. B. 796 pp.783 -789 200•
4612 -07 --F
/ \ I /PG,� •� 1 D.6.1013 pp.600 -603 (plat) TMP 1`� N/F Raintree Of Albemarle
2.649 Ac.(Survey� h� Homeownwers Association Area To CL
0 y99• Old Brook Rd *) QAh D. B.1072 pp640p652 (plat)
C a 00 AST 5 /
20'ACSA Sewer Esmt �-- ---- -I s -o4 ree , TMP 46A2 -07 - -F emar
20
' N/F Raint Of Albemarle
/ D. 8.4622 Pg.576 I
` I ---_., ome
Hownwers Association
IF. D. 8.1158 p.652 Rev: OCT. 30/,2b'15
10'1 D. B.1072 pp640 -652 (plat)
ROUDABUSH, GALE & ASSOCIATES, INC. \ �- w--=- IF' AUGUST 24, 2015
ENC31NEERS, SURVEYORS AND LAND PLANNERS ` rE 3917567.007 SHEET
® A PROFESSIONAL CORPORATION , SERVING VIRC3INIA SINCE 1866 11494410.392 SCALE: V= 301
Ex. ACSA Sewer Esmt.
2 \5
914 MONTICELLO ROAD - CFIARLO1lFSYILLE, vIRQINIA 22902 A,\ � ` FILE: #4400
PHONE 434977-0205 - FAX 434-296 220 - EMAIL INFO ®ROUDMWH.COM , B. �Q p p 3� w �, �_
0: \Jpowell \Tmproj \4400- HILLBROOK \SUBDIVIDE.pro
0:\Jpowe I 1\Tmpro j\4400—HILLBROOK\SUBDIVIDE.pro
STORM DRAIN EASEMENT
_1 IPVF TABLE
SCALE 1" = 30' ,
\ 0 15 30 60 90
TMP 46A1- 01 - -00
SCALE IN FEET Field Brook H.O.A.
D.B.973 P.675 \
LINE
RADIUS
ARC
DELTA
CHORD BEARING
CHORD
SDC1
384.79'
93.65'
13'56'41"
N54'12'42'E
93.42'
SOC2
20.50'
18.32'
51'11'39"
S64 '15'10 "W
17.71'
SDC3
9.50'
8.49'
51'11'39"
N64'15'10'E
8.21'
STORM DRAIN EASEMEN
LINE TABLE \
LINE I
BEARING
DISTANCE
SDI
S34'47'20'E
9.86'
S02
S55'15'03 "W
123.03'
S03
S09'57'07'W
44.00'
SO4
S44'43'22'E
65.66'
S05
S45'19'18'W
20.07'
SD6
S44'40'42'E
171.77'
SD7
N45'19'10 "E
59.80'
SD8
N07'34'56 "E
4.18'
S091
NOO- 27 -52'W
14.87'
S010
NO3'04'29'W
24.08'
SDii
N22'19'12'W
36.72'
S012
NO2'07'32'W
32.75'
SD13
N87'52'28 "E
11.00'
5014
S02'07'32'E
30.79'
S015
S22'19'12'E
36.63'
SD16
S03'04'29 "E
26.19'
SD17
S00027'52'E
15.89'
SO18
S07'34'56'W
5.66'
S019
S37'51'07'E
10.98'
S020
S30'00'01 "W
82.70'
S021
N64'49'09 'W
14.25'
SO22
N44'40'42'W
17.68'
SD23
S77'42'36'W
8.20'
S024
SB7'26'46'W
15.68'
SD25
S52'20'11'W
33.83'
SD26
S38'39'20 "W
4.02'
S027
S89'51'00'W
16.89'
S1128
S82'47'20'W
34.43'
SD29
N67'54'56'W
35.18'
S030
N62 '56' 30 "W
37.27'
SD31
N51'10'17 "W
26.91'
SO32
N41'38'05"W
14.79'
S033
N48'21'55"E
11.00'
SD34
S41'38'05 "E
13.87'
SD35
551'10'17 "E
24.85'
S036
S62'56'30'E
35.66'
S037
S67'54'56'E
31.83'
S038
N82'47'20 "E
32.24'
SD39
NB9'51'00"E
17.57'
S040
N38'39'20 "E
5.34'
S041
N52'20'11 "E
38.63'
S042
N87'26'46'E
18.54'
SD43
N44'40'42 "W
170.05'
S044
S47'45'49'W
20.76'
S0451
N42'14'11'W
20.00'
S0461
N47'45'49'E
30.13'
SO47
N45'19'18 "E
9.84'
S048
N44'43'22 "W
54.35'
SO49
S38'56'53 "W
39.08'
S050
N51'03'07 "W
20.00'
S051
N38'56'53'E
47.66'
SD52
N09'57'07 "E
20.47'
SD53
N61'11'03'E
30.67'
S054
N44'40'42 "W
5.00'
S055
N61- 04 -43 "E
35.09'
~ p. 50��
a \ o i
CZ) '
045 ,502
, -New Storm Dri
U
Easement
a
TNP 6M1-125A i / � ( ;) LOT 1
D.B. 335 p. 60 �� SWM
'� a y Open Space
��Pf Lot
/ `"� `•
~� 1
,
7
/ � 1
,
�� oQ
o^.
,
TMP 61 -125 /
N/F Stephens
D.B.4139 p.277 /
,
7
,
, p
TMP
46A2- 09 - -114
LOT 114
r N/F Webster /
D. 8.1478 -358
\ , 20'ACSA Sewer Esmt
D.B.4622 Pg.576
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
ILINJ A PROFESSIONAL CORPORATION
SERVING VIRGINIA SINCE 1866
914 MONTICELLO ROAD - CHARLOTTESVILLE, VIRGINIA 22902
\ PHONE 434977-0205 -FAX 434 - 29&6220 - EMAIL INFO@ROUDAMM -COM
2
e P
o)V�°Q
Os
D.B.1158 p. 652
D.B.1072 pp640- 652(plat)
\ 1 `
,
\\
,TH OF Dr
o
�
`
V
Y
,
WILLIAM
J. LEDBETfER
O/
Lic.
No.1507 -B
TMP
.
46Ai- 01-OB -37
O
LOT 37
DAWN T. BURRIS
,
�
D.B.1863 -454
D.B.808- 66(plat)
D.B.608 -63
/
TMP
46Ai- 01 -OB -36
/
LOT 36
N/F REYNOLDS
0.6.1481 -621
/
D.B. 808 -66 (plat)
1
/
TMP
,
/
/
46A1- 01-0-35
S013y
New Storm -
/
LOT 35
N/F MOODY
D. B. 3552 -689
�r
/
ain Esmt. I I
,'
D.B.808- 66(plat)
Cu
\ 1 `
TMP 46Ai -1 -C
OPEN SPACE (PHASE 2)
N/F FIELDBROOK H.O.A. INC.
D.B. 973-675
D. B. 732 -365 (plat)
N/F FiaiPn tree 0l Albemarle
Homeownwers Association
D. B. 1158 p. 652
D.B.1072 pp640- 652(plat)
AUGUST 24, 2015
SCALE: 1 "
K6
Ex. ACSA Sewer Esmt I I 4\5
____� B. T4-0pP 4 p' FILE:: #4400
f.)A. Innnin I I\ T -,--.1 A AM I ITI I
,
r
r
,
TMP 46Ai -1 -C
OPEN SPACE (PHASE 2)
N/F FIELDBROOK H.O.A. INC.
D.B. 973-675
D. B. 732 -365 (plat)
N/F FiaiPn tree 0l Albemarle
Homeownwers Association
D. B. 1158 p. 652
D.B.1072 pp640- 652(plat)
AUGUST 24, 2015
SCALE: 1 "
K6
Ex. ACSA Sewer Esmt I I 4\5
____� B. T4-0pP 4 p' FILE:: #4400
f.)A. Innnin I I\ T -,--.1 A AM I ITI I
SIGHT DISTANCE EASEMENT
LINE TABLE
LINE
BEARING
DISTANCE
STD!
S51 *34'37"W
107.87'
ST02
N61'11'03"E
7.07'
STD3
N29'29'35'E
42.75'
ST04
S35'06'16"W
104.16'
SIGHT DISTANCE EASEMENT
CURVE TABLE
LINE
RADIUS
ARC
DELTA
CHORD BEARING
CHORD
STCI
23.50'
7.08'
17'15'36"
NO3- 30 -12-E
7.05'
STC2
384.79'
96.52'
14'22'22'
N53'59'52 "E
96.27'
STC3
386.26'
37.55'
5'34'10"
N32'16'40 "E
37.53'
STC4
384.79'
18.97'
2'49'30"
N36'08'02 "E
18.97'
STC51
23.50'
7.72'
18'49'34"
N82-51-02-El
7.69'
LANDSCAPE EASEMENT
CURVE TABLE
LINE
RADIUS
ARC
DELTA
CHORD BEARING
CHORD
LECi
12,00,
8.19'
39'07'38"
N25'06'53 "W
8.04'
LEC2
12,00,
8.96'
42'45'31"
S66'03'27"E
8.75'
LEC3
364.79'
16.75'
2'37'53'
536'01'40 "W
16.75'
LEC41
365.50'11
35.66'
535'23'
S32'16'47 "W
35.64'
SIDEWALK /LANDSCAPE EASEMENT
CURVE TABLE \
LINE
RADIUS
DISTANCE
DELTA
CHORD BEARING
0.67'
LSCI
12.00'
93'
90'22'06"
S00'30'22 "W
17.03'
LSC2
12.50'
43'
j45.89'
34'04'32"
S61- 42 -57 "E
7.33'
LSC3
47.50'
5.03'
55'21'07"
S51'48'43'E
44.12'
LSC4
52.50'
10.02'
10'55'48"
S18'05'37"E
10.00'
LSC5
47.50'
31.80'
38'21'49"
S07'07'50'W
31.21'
LSC6
52.50'
10.02'
10'55'48"
S32'21'16"W
10.00'
LSC7
47.50'
11.61'
14'00'09"
S45'23'53'W
11.58'
LSC8
52.50'
10.02'
10'55'48"
S58'26'30 "W
10.00'
LSC9
47.50'
95.39'
115'03'28'
N5759'13 "W
80.15'
LSC10
12.50'
9.65'
44'13'12"
N2234'05"W
9.41'
LSCIi
12.00'
18.93'
90'22'06"
N89'51'45'W
17.03'
LSC12
384.79'
10.72'
1'35'47"
N36- 44 -53 "E
10.72'
LSC13
23.50'
13.38'
3236'58"
N89'44'44'E
13.20'
LSC14
20.50'
15.82'
44'13'12"
S22- 34.05-E
15.43'
LSC15
39.50'
49.39'
71'38'18"
S36- 16 -39 "E
46.23'
LSC16
39.50'
43.14'
6234'54"
N7636'45'E
41.03'
LSC17
39.50'
43.81'
63'33'04'
N13'32'46"E
41.60'
LSC18
39.50'
48.72'
70'40'08"
N53'33'50'W
45.69'
LSC19
LSC20
20.50'
23.50'
15.82'
11.30'
44'13'12"
27' 32'36"
N6647'18'W
N01'38'18 "W
15 43'
LSC211
384.79'
12.40'
1' 50'48"
N47'44'05 "E
12 40'
SIDEWALK /LANDSCAPE
EASEMENT LINE TABLE
LINE
BEARING
DISTANCE
LS!
S49'05'24 'E
0.67'
LS2
S44'40'42 "E
82.44'
LS3
N04'28'12 "E
4.78'
LS4
S85'31'48 "E
10.00'
LS5
SO4'28'12"W
5.03'
LS6
N71'54'23"E
5.03'
LS7
571'54'23 "W
5.03'
LS8
S57'38'44 "E
5.03'
LS9
N57'38'44 "W
5.03'
LS10
S31'33'30 "E
5.03'
LS11
N31'33'30 "W
5.03'
LS12
N44'40'42 "W
77.97'
LS13
N40'15'59'W
0.65'
LS14
S44'40'42"E
82.98'
LS15
N44'40'42"W
87.45'
SCALE 1" - 30'
\ 0 15 30 60 90 /
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TMP 61 -125
N/F Stephens
D.B.4139 p.277 /
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'LANDSCAPE\ 46A2 -09- -114
LOT 114
/ EASEMENT N/F Webster
LINE TABLE \ D. B.1478 -35B
,
,
,
,
,
LINE
BEARING
DISTANCE
LEI
N61'11'03"E
23.80'
LE2
S44'40'42 "E
28.63'
LE3
S58'3I'12 "W
127.88'
LE4
N44'40'42 "W
9.21'
LE5
N51034'37 "E
101.39'
LE6
S44'40'42 "E
5.75'
LE7
S29'30'04 "W
76.80'
LEB
N44'40'50 "W
20.78'
LE9
S29'29'35 "W
26.38'
LEIO
N35 '06'16 "E
98.20'
20'ACSA Sewer Esmt
' D.B.4622 Pq.576
kIES, INC. \
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LT /ON '
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2T4-107
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D.B.1158 p.652
D.B.1072 pp640- 652(plat)
LINE
BEARING
DISTANCE
TPi
S45'07'01"E
3.12'
\
��3,TH of
72.61'
TP3
SO4'07'43 "E
20.81'
TP41
S30'07'10 "W
85.79'
TP5
N65'35'12 "W
17.46'
TP6
S85 *45'36'W
\ "r�
WILLIAM
J. LEDBETTER
142.06'
TP8
Q�
Lic.
No.1507 -B
TMP
46A ! - 01 -OB -37
LOT 37
DAWN T. BURRIS
D.B.1883 -454
.8.808- 66(plat)
D. B. 808 -63
j•
TMP
\
46Ai- 01 -OB -36
/
LOT 36
,�
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N/F REYNOLDS
D.8.14B1 -621
/
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D.B.808- 66(plat)
/
TMP
46A1- 01-OB -35
/
/
LOT 35
N/F MOODY
D.B.3552
-689
/
D.B. 808 -66 (plat)
LINE
BEARING
DISTANCE
TPi
S45'07'01"E
3.12'
TP2
S19 '18'37 "W
72.61'
TP3
SO4'07'43 "E
20.81'
TP41
S30'07'10 "W
85.79'
TP5
N65'35'12 "W
17.46'
TP6
S85 *45'36'W
43.55'
TP7
N45 *19'10"E
142.06'
TP8
N19- 19 -44-E
65.50'
TMP 46Ai -i -C
OPEN SPACE (PHASE 2)
FIELDBROOK H.O.A. INC.
D.B.973 -675
D.B. 732 -365 (plat)
N/F Hai tree Of Albemarle
Homeownwers Association
D.B.1158 p.652
D.B.1072 pp640- 652(plat)
0: \Jpowell \Tmproj \4400- HILLBROOK \SUBDIVIDE.pro