HomeMy WebLinkAboutSUB200800138 Plat 2008-05-20ALBEMARLE C01iNTY, VIRGINIA
STATEMENTS AND SIGNATURES
SURVEYORS /ENGINEERS CERTIFICATE:
I HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT ALL OF THE
REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF ALBEMARLE
COUNTY, VIRGINIA, REGARDING THE PLATTING OF SUBDIVISIONS WITH THE COUNTY
HAVE BEEN MET.
THE PROPERTY CORNER MARKERS SHOWN AND DESCRIBED ON THE PLAT ARE IN
PLACE, OR WILL BE INSTALLED UPON FINAL UTILITY AND ROAD INSTALLATION, AS
SHOWN.
DATE SURVEYOR (EARL W. MOTTLEY,
SOURCE OF TITLE:
THIS PROPERTY AS SHOWN ON THIS PLAT IS THE PROPERTY CONVEYED UNTO SHIFLETI
FARM LLC BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE
CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 2953 PG. 41,49 AND
PG. 69.
OWNER'S CONSENT AND DEDICATION STATEMENT:
THE DIVISION OF THE LAND DESCRIBED HEREIN IS WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND
TRUSTEES. ANY REFERENCE TO FUTURE POTENTIAL DEVELOPMENT IS TO BE DEEMED
AS THEORETICAL ONLY. ALL STATEMENTS AFFIXED TO THIS PLAT ARE TRUE AND
CQRREQT TO THE BEST OF MY KNOWLEDGE.
I lb
DATE (RE:
'ATIVE
NOTARY: ii_
CITY /COUNTY OF: �V) Q
COMMONWEALTH OF VIRGINIA
ARM, LLC)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THISKPDAY O&( h6j , 20 j j
By P,�k
,u+rn.kaw�o-r
(PRINTED NAME OF PERSON SEEKING ACKNOWLEDGEMENT)
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NOTARY PUBLIC SIGN TURE Katrina K. Meadows
Commonwealth of Virginia
NOTARY REGISTRATION NUMBER: Al `fS38'
MY COMMISSION EXPIRES:j��)�j
LEGEND
Oo IRON PIN FOUND
s IRON PIN SET
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PUE PUBLIC UTILITY EASEMENT
Notary Public
Commission N es 033112015
My Commission Fxp
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VICINITY MAP
OWNER: SCALE: 1"=2000'
TMP 56H -A
SHIFLETT FARM LLC
2421 IVY ROAD
CHARLOTTESVILLE, VIRGINIA 22903
ADJOINING OWNERS:
TMP 56 -53
LICKINGHOLE CREEK, LLC
2421 IVY ROAD
CHARLOTTESVILLE, VIRGINIA 22903
TMP 56HO -01 -00 -00700 (LOT)
MEGAN PETCHEL
5442 PARK ROAD
CROZET , VIRGINIA 22932
TMP -56 -48
RICHARD HEVENER
50 TIFFANY DRIVE
BUENA VISTA, VIRGINIA 24416
TMP 56K -AI
FOOTHILLS CROSSING, INC.
321 EAST MAIN STREET
SUITE 201
CHARLOTTESVILLE, VA 22902
(ftk)
, ALBEMARLE COUNTY BOARD OF SUPERVISORS
1. SUBDIVIDED PARCELS ARE ALL OF TAX PARCEL # 56HA CURRENTLY ZONED PRD.
2. PUBLIC WATER AND SANITARY SEWER SERVICE IS AVAILABLE AT THIS SITE.
3. THIS SITE IS WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED. THE SITE IS NOT IN AN
AGRICULTURAL - FORESTAL DISTRICT.
4. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY
INDICATE ALL ENCUMBRANCES UPON THE TITLE.
5. SURVEYED BOUNDARY LINES ARE SHOWN AS BOLD LINES.
6. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY AS PER THE DATE OF THIS PLAT AND THERE ARE
NO VISIBLE ENCROACHMENTS OR EASEMENTS EXCEPT AS SHOWN.
7. 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. THERE ARE ENVIRONMENTALLY SENSITIVE AREAS WITHIN THE SITE, I.E. WETLANDS.
8. LOCATION OF UNDERGROUND UTILITIES 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.
9. BASED ON A GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "X" DESIGNATED AS THE AREA OUTSIDE OF
THE 100 YEAR FLOOD PLAIN OF THE FEMA FIRM COMMUNITY - PANEL NUMBER 51003C -0237 D DATED FEBRUARY 4,
2005.
10. UNLESS OTHERWISE SHOWN, NO BURIAL SITES WERE FOUND DURING THIS SURVEY.
11. YARD REQUIREMENTS PER ZONING OF PRD ARE CURRENTLY:
FRONT= 15'
SIDE = 0'
REAR = 10'
WITH ONE EXCEPTION OF LOT 108 WITH WESTERN SIDE LINE HAVING A 10' MINIMUM SIDELINE SETBACK.
12. MINIMUM SIDE YARD SETBACK IN THIS PRD IS EQUAL TO 0'. PLEASE BE AWARE THAT THERE IS A MINIMUM OF 10'
SEPARATION BETWEEN BUILDINGS.
13. TOTAL AREA SUBDIVIDED: 4.718 ACRES IN LOTS 93 THROUGH 125
+ 2.371 ACRES IN OPEN SPACE
+ 1.486 ACRES IN RIGHT -OF -WAYS
8.575 TOTAL
14. NO FURTHER DIVISIONS OF ANY PART OF THE SURVEYED PREMISES WILL BE ALLOWED.
15. ALL UTILITY AND DRAINAGE EASEMENTS SHOWN ON THIS PLAT, EXCLUDING THE PRIVATE DRAINAGE
EASEMENTS SHOWN ON SHEET 4, ARE HEREBY DEDICATED TO PUBLIC USE.
16. OPEN SPACE "A" AND OPEN SPACE "C" ARE DEDICATED TO ALBEMARLE COUNTY UPON APPROVAL OF THE
DEPARTMENT OF PARKS AND RECREATION. OPEN SPACE "B" IS TO BE MAINTAINED BY THE WESTHALL
COMMUNITY ASSOCIATION.
17. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION
ORDINANCE OF ALBEMARLE COUNTY.
18. THE Y SIDEWALK AND 6' PLANTING STRIP ARE TO BE INSTALLED PER SITE PLAN.
19. 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.
20. RELLA COURT IS THE ONLY PRIVATE STREET.
REVISION 3: ADDRESSED ACSA COMMENTS: JANUARY 21, 2011
REVISION 2: ADDRESSED COUNTY COMMENTS: DECEMBER 15, 2010
REVISION 1: ADDRESSED COUNTY COMMENTS: OCTOBER 11, 2010
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D.B. 2733 PG. 150
TMP 56 -53
ZONE R1
USE: VACANT
--------------------------------
EX 10' PEDESTRIAN ESMT
\ DB 3125 PG 306 HEREBY VACATED
UNNAMED TRIBUTARY /
TO LICKINGHOLE CREEK
UPON THE DEDICATION OF PARCEL "A"
TO ALBEMARLE COUNTY DEPARTMENT
OF PARKS AND RECREATION
------------- - - - - --- - - --
LIMITS OF STREAM BUFFER D. B.
FROM TOP OF STREAM BANK
LIMITS OF STREAM BUFFER
100' FROM TOP OF STREAM BANK
/ RICHARD L. HEVENER II
DB 660 PG 210
TMP 56 -48
ZONE R6
USE: RESIDENTIAL
WESTHALL V
SHIFLETT FARM LLC
2953 PG. 41, 49
TMP 56H -A
ZONE PRD
AC. 8.575 AC.
I)B 660 ?0 ,2A4
J — — — EX 20' SWM ACCESS ESMT
\ DB 3125 PG 306
\ HEREBY VACATED
\ / EX SWM ESMT \
DB 3125 PG 306 �.
Z0oI � HEREBY VACATED
S� REAM., ',
EX 50'INGRESS /EGRESS ESMT
C DB 2838 PG 23
9^ �� HERESY VACATED
& /
EX SSWR ESMT
` \
DB 3637 PG 515
TEMPORARY
HEREBY VACATED
TURNAROUND, I /
EX DRAINAGE ESMT
EX SSWR ESMT EX SSWR ESMT
CONSTRUCTION I
DB 3196 PG 41
\
DB 3638 PG 329 DB 3629 PG 276
& UTILITY ESMT
HEREBY VACATED \
DB 3196 PG 41
HEREBY VACATED HEREBY VACATED
1 HEREBY VACATED
\
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2 OF 5 PLAT SHOWING SUBDIVISION OF
�°� EARL W. MOTTLEY y ENGINEERS WESTHALL V L 0 TS 93-125
LiC. No. 1625 DRAWN BY: EXISTING CONDITIONS &EASEMENT VACATIONS
,�°'• SURVEYORS JLC
-- PLANNERS WHITE HALL MAGISTERIAL DISTRICT
�I�D �,���� AsSOCIATES REVIEWED ALBEMARLE COUNTY, VIRGINIA q-z(1xffC*
s U PO Box 4119 3040 Avemore Sy Place
Lynchburg, VA 24502 Charlottesville, VA 22911 W WA NUMBER: FILE NAME: SCALE: DATE:
Phone: 434.316.6080 Phone: 434.984.2700
www.wwassociates.net 206081.08 6081C PLAT EX COND.dwg 1"=60 04109108
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RESERVED FOR FUTURE USE BY OTHERS)
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I 4 LOT 110
S03'14'12"W_ - - - _ 4 -
_ _ 652.56, _.f 3 7 --;- - - - - - �Xa _
- - C75 _ _.. -�-- -r--« _ .72 - - --�-- - - 62 C63 o
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0 C64
55.00 0 362.18 -C --`- O
- s S6'14'12" W 156.19' C61 _ - _ _
r� S 05-96'49"' _V .267.50'
- - -
OPEN SPACE
�-- 61.50 51.50x - 51.50...) 51.50 - 51_50 " - ..... i 1.60
°o I -- PARCEL, / I i I I I Z 00 \ N �,`'• ��w, I
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F- W 0.180 AC. SO50649 0co - 6,3 �-C6. . . . . i . ._ _113.37' w o ° S05'06'49"W 356.96' S05_06'49"W 238.12"
S05.06'49"W 1.486 AC. HEREBY 'DEDICATED SUMMERDEN , /120.00 , TO PUBLIC USE ROAD
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OPEN . SPACE ' � 0.178 AC. 0I,°
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i fjE�REBY DEDICAT = T 120.00'
ALBEMARLE
COUNTY/ "�, LOT 108 i
2�t iO I 0.178 AC. I
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120_00'
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\ N05'06'49 "E
y t / NOTE:
NO DISTURBANCE IS
1�
THE STREAM BUFFER
109 & 110
LIMITS OF STREAM
BUFFER 100' FROM
TOP OF STREAM BANK
L IMITS OF STREAM
BUFFER 50' . FROM
TOP OF STREAM BANK
- UNNAMED TRIBUTARY
TO LICKINGHOLE CREEK
c S 05'06'49 "W 142.68'
S 05'06'49" W 442.49' �
49.6O -r- - 1- .5D 52.7 75 T 43 5155 - - * ,C- 6 9
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a L_ �. r ap apt O O o ap o � J zl z o z z L5 zl i i 5 I �OT 10 n L7 I"N p 0_092 0.93' Io 0.095 AC A d 4' 6 j 84.96 / aQ 00
._- \D 99.32 55.01' 51_8
5' 9821' _ jo 00' 52.755:- - . NO3 14 12 E 9 197
304.38'
582.16 ; NOS 5538 "E
'
'
WESTHALL PHASE III WESTHALL PHASE I 0� 15
RICHARD L. HEVENER II WES N ALL PHASE IV
0 L
ALLOWED IN D.B. 6F,0 PG 210 LOT 54 LOT 7
ON LOTS TMP 56 -48 LOT L �'.�- OT LOT I LOT LOT
L 55 r-
ZONE R6 61 60 G 58 57 56 - - -- - _ Jti 1
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LEGEND USE: RESIDENTIAL 0 - - - \
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Oo IRON PIN FOUND
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• IRON PIN SET DB 660 PG 214
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Vol 6 LOT 52 LOT 5
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CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
BEARING
C50
19.63'
12.50'
90 °00'00"
12.50'
17.68'
S50 °06'49 "W
C51
41.14'
25.00'
94'17'45"
26.95'
36.66'
S57 °04'29 "E
C52
34.71'
945.63'
2'06' 1 1 "
17.36'
34.71'
N 10 °58'42 "W
C53
36.19'
945.63'
2'11'34"
18.10'
36.19'
N13'07'35 "W
C54
41.72'
225.00'
10 °37'29"
20.92'
41.66'
N 19'32'07 "W
C55
45.34'
225.00'
11-32'49"
22.75'
45.27'
N,30'37'1 6"W
C56
17.87'
30.00'
34'07'57"
9.21'
17.61'
S19'19'42 "E
C57
17.87'
30.00'
34.07'57"
9.21'
17.61'
S14'48'15 "W
C58
10.53'
191.50'
3 °09'03"
5.27'
10.53'
N30' 17'41 "E
C59
53.64'
191.50'
16 °02'56"
27.00'
53.46'
N20 °41'42 "E
C60
25.26'
191.50'
7.33'25"
12.65'
25.24'
N08 °53'32 "E
C61
49.98'
1060.00'
2 °42'06"
25.00'
49.98'
SO1'53'09 "W
C62
51.79'
1060.00'
2'47'57"
25.90'
51.78'
S00'51'53 "E
C63
20.51'
1060.00'
1.06'32"
10.26'
20.51'
S02'49'07 "E
C64
52.21'
1060.00'
2 °49'20"
26.11'
52.21'
SO4 °47'03 "E
C65
51.85'
1060.00'
2 °48'10"
25.93'
51.85'
S07'35'48 "E
C66
61.65'
1060.00'
3'19'57"
30.83'
61.64'
S10 °39'51 "E
C67
19.63'
12.50'
90'00'00"
12.50'
17.68'
N39.53' 1 1 "W
C68
9.33'
138.50'
3'51'31"
4.67'
9.33'
N07'02'34 "E
C69
55.35'
138.50'
22'5353"
28.05'
54.98'
N20'25'1 6 "E
C70
45.29'
30.00'
86'29'59"
28.22'
41.11'
N75 °07'1 2 "E
C71
37.08'
225.00'
9'26'30"
18.58'
37.04'
N66'21'03 "W
C72
19.63'
12.50'
90'00'00"
12.50'
17.68'
N39'53' 1 1 "W
C73
19.63'
12.50'
90'00'00"
12.50'
17.68'
N50'06'49 "E
C74
132.31'
175.00'
43' 19' 1 1 "
69.50'
129.18'
N44 °44'41 "W
C75
34.07'
1040.00'
1 °52'37"
17.04'
34.07'
N04- 10'30 "E
C76
281.90'
1040.00'
15 °31'50"
T 141.82'
281.04'
SO4'31'43 "E
LINE TABLE
LINE
LENGTH
BEARING
L50
15.32'
S 14* 13' 22 "E
L51
10.02'
S 14' 13'22 "E
L52
17.65'
S31 *52'13 "W
L53
1.50'
S58 °07'47 "E
L54
32.39'
S31'52'13 "W
L55
32.39'
S31'52'13 "W
L56
1.50'
S58'07'47 "E
L57
40.00'
S21'04'29 "W
L58
32.51'
N86 °03'22 "W
L59
5.83'
S05'06'49 "W
L60
23.00'
S05'06'49 "W
L61
25.20'
S05'06'49 "W
L62
32.00'
S84'53'1 1 "E
L63
9.07'
S05 °06'49 "W
L64
48.00'
S84'53' 1 1 "E
L65
48.00'
S84'53' 1 1 "E
L66
25.20'
S05'06'49 "W
L67
32.00'
S84'53' 1 1 "E
L68
19.24'
S84'53' 1 1 "E
L69
45.93'
S05 °04'1 5 "W
L70
6.14'
N24' 12'1 6 "W
L71
6.14'
N34 °25'54 "E
VoI
LOT 51 ... LOT 4 0
_ Vol 1
. -8 LOT 50 LOT 3 - 9
LO
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IF THIS DRAWING IS A REDUCTION
GRAPHIC SCALE MUST BE USED
SCALE: I" = 60'
60' 0 60'
REVISION 3: ADDRESSED ACSA COMMENTS: JANUARY 21, 2011
REVISION 2: ADDRESSED COUNTY COMMENTS: DECEMBER 15, 2010
REVISION 1: ADDRESSED COUNTY COMMENTS: OCTOBER 11, 2010
^ i
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i o QUO.... -z .. -�; - -- ;;- ,, ,,,f- K,;- -K,,: 30' TEMPORARY GRADING EASEMENT FOR
LICKINCHOLE CREEK LLC FUTURE CONSTRUCTION OF EASTERN
° % 20' TEMPORARY GRADING EASEMENT FOR D.B. TMP356PC.
53150 AVENUE CONNECTOR TO BE VACATED �z
FUTURE CONSTRUCTION OF EASTERN
WHEN EASTERN AVENUE IS CONSTRUCTED
4g / AVENUE CONNECTOR TO BE VACATED
ZONE R1
1 f EASTERN AVE. USE: VACANT _ ��
> WHEN EASTERN AVENUE IS CONSTRUCTED (80' R/W BY OTHERS) �-_ x
\ k�-- -
w t - - -- - - .
L209_TIE LINE E �C X 20' 4
- -- - -- -- -- -- -- -- -- -- -- -.. - ..... -.. PUE ONSTRE CTION
10 PUE
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ID 3125 PCB 306 -, \
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N� I OPEN SPACE 2 ^')
PUBLIC DRAINAGE
3� EASEMENT ^� \ \ 10� PUE
PARCEL LOT 111 G
w SoL, i i "A 0� 9 / I DB 3125 PG 306
` Q i i 1.182 AC. �� QRP L� ° ` LOT 125
\ 1 10' PRIVATE Z r LOT 1 12 LOT 1 13 LOT 1 14 LOT 1 15 LOT 1 1 6 FOR DEDICATIONTO ' � �� ��� �P i LOT 1 19 i LOT 120 LOT 124
a `
X. 20' SAN SEWER ' L313 SAN SEWER_ 0 A COUNTY 5�� S�� r� �,� L01 1 17 LOT 1 18 LOT 121 \
EASEMENT EASEMENT -I j i >,� / d I N LOT 122 `\ LOT 123
i B - -- F,G _ -_ , X56, / N� 40' �0
I N �, ��
/ 20 ACSA <- r- �� 2 6� ' / �-�µe PUBLIC, - i L240
_ - - -- - - - -I-
SAN SEWR r�` LOT 1 10 - r - -_ N - uRAIiV f M - L241 -. ( I L11 9 L167 51%
EASEMeNT _ 10' PUS L21_0� - - EASEMENT -e I �0 2� TIE LINE\ 2i
- L221 10.00 L232 L328 - PvF 306
- 98.67' S05 °06'49"W Qo PUBLIC STORM TIE D1ST.TIE DIST. 30' ACSA 20' PUBLIC STORM PUBLIC STORM �2 % x. X025 PG ,
i 20.02 , 218.67 \ 1 10.00 o DRAIN EASEMENT 4 �� E 3�
o DRAIN EASEMENT 25' PUBLIC STORM °o EASEMENT DRAIN EASEMENT SUMMERDEAN ROAD L 43 08 -
' N 05 °06 49 E 220.0 0 /vE
L22 --�-_ - - _. _._ N L126 Y ,
2 ' DRAIN EASEMENT o TIE LINE TIE LINE TIE LINE ,� _ _ L121
`103.73 W 105.45 _ `�' N LOT 103 L218 L1 17 TIE LINE
rrn ` 10.82' �� �' -- -- -- - - - L101 p_-1- -- -- -- -- _ L122 / \v`EGS�o6
b ► LOT 109 - -- - c�a t ACSA SAN SEWER
i o� `a'� i LOT 99 �C9 r-m EASEMENT '�
1 1 10 PRIVATE i i LOT 104 Q i o LOT 98; �'
o OPEN.SPACE j
P SAN SEWER w w o L 37 f._OT 100' ° or UBLIC STORM \G r
I, P�;C L C" r7 LOT 105 F- z ` z �S v' �a
-'� - �_ Ncn Q i co 4 - - -- - -- ; 1 r,, i RAIN EASEMEN O N o�
1.0 11 AC.- EASEMENT LOT 106 N �N �� I ;�cn o,� L 11 J
i- F D.E D I CATI O N 0 Ln �n J cv r
n L317 LO >- 107 �.- i G
LBEMARLE COUNTY i � .. d r� �n _ i N co I Q \\ SP ��' „ S�\�PL G
LOT 108 d co Lq t- _ _ _ ,� f L1 1 LOT 96 LOT 95 LOT 94 O �`E E P
/ ! i 000 0 I z`�r ° L333 u7 Q i LOT 93 J W 2
r I L335 cfl - I `! i i ' ' j' P \NEO 0 (, OPT��8 '
20 SANIT,�RY SEWER _ _ _ \
_ _.. - -_ 10' -P
EASEMENT 7n,) L104 LOT 102 z - -
,
- -- SAN _ . _ T LOT 97 _ - - - - ; - - - U E-�'� QQ SC\' G \P�
10`--p UE _ -- =- -- -- - -� 10 PUE...__.. _1.._ V ) -- -- -- 32 WE SSG OL L325E2DIST. TIE LINE`, ! L2 {19 TIE LINE �;?. IMITS OF STREAM L103 20' PRIVATE STOR WN 7 TIE DIST. BUFFER 100' FROM °`0� ET00 �1 z VOTOP OF STREAM BANK L DRAIN EASEMENT o Loy 54 �,�, ', MEC�� p0_00� ,
RELLA COURT 00 x'12 Mp 5600 -o1 PG
/ LIMITS OF STREAM RICHARD L. HEVENER II (PRIVATE I - __ _- -- +T 2953 453 _
= I
BUFFER 50' FROM D.B. 660 PG. 210 GRESS 3 0( LO
20 ACSA' Y Q Fn_ _ o + g
I \ EGRESS ESM f OO �'<<� D i
UNNAMED TRIBUTARY TOP OF STREAM BANK TMP 56 -48
ZONE R6 i SAW SEWER
TO LICKINGHOLE CREEK BASEMENT ( \\
O
USE• RESIDENT � -- - 1 � I ➢ `'� ` \ '� �
EASEMENTS LINE
TABLE
LINE
LENGTH
BEARING
L101
37.47
S05 °06'49 "W
L102
5.00
N05 °06'49 "E
L103
36.56
S05 °06'49 "W
L104
0.58
S68 °27'42 "W
L106
3.67
S18 °26'20 "E
L107
24.62
N69 °37'15 "E
L108
35.93
S18 °26'20 "E
L109
27.09
S47 °54'40 "W
L110
14.79
N83'20'38 "W
L1 11
53.54
N05 °04'1 5 "E
L112
20.00
N84 °55'45 "W
L113
51.67
S05 °04'1 5 "W
L114
43.73
N74'07'32 "W
L117
6.07
N05 °06'49 "E
L119
34.74
S00 °39'36 "W
L120
13.91
S74 °58'22 "W
L121
44.15
N15 °01'38 "W
L122
7.39
N00 °39'36 "E
L125
8.80
N20 °04'00 "W
L126
16.72
N31 *52'1 YE
L167
7.69
N35 °24'55 "W
L170
20.00
N05 °06'49 "E
L192
135.17
S24 °05'56 "E
L204
14.65
S71 °02'44 "W
L205
20.00
S1 8'57'16 "E
L206
24.26
N71 °02'44 "E
L209
171.76
S05 °06'49 "W
L210
50.26
S05 °06'49 "W
L213
30.00
S77 °40'09 "W
L214
80.17
S 12° 19'51 "E
L215
29.81
N75 °46'38 "E
L216
20.00
N05 °06'49 "E
L218
25.42
N05 °06'49 "E
L219
10.42
SO3 °56'38 "W
L220
14.53
S84 °53' 1 1 "E
L221
44.43
S12 °44'23 "W
L222
44.83
N 12 °44'23 "E
L223
42.73
N89 °45'39 "E
L224
63.24
N89 °45'39 "E
IAL -
d C� LO1 53 X m
i', FSTHALL PHASE IV v ,, � ` �0� 6 `- �s'w ° �2 p\AN
pg 660 PG 214 - - - - - `� l : w\\ o;, �o� �l�S\NP�\
y \
L225
20.00
S84 °53' 1 1 "E
L226
70.15
S13 °26'59 "E
L227
51.90
S1 2 °35'49 "E
L228
174.60
SO4 °21 '21 "W
L229
122.59
S1 6 °31'58 "W
L230
102.08
S13 °57'26 "W
L231
10.00
N86 °45'48 "W
L232
34.71
N05 °06'49 "E
L233
3.50
N84 °53' 1 1 "W
L234
23.10
S40 °4635 "W
L235
105.42
N 16* 13'32 "W
L236
74.20
S84'53'1 1 "E
L237
46.65
N33 °30'45 "E
L238
37.54
S05 °48'30 "E
L239
36.99
S07 °24'53 "E
L240
170.55
N 10'46'1 0"E
L241
66.07
N05 °59' 10 "E
L242
31.67
N26 °41'50 "E
L243
52.33
S08 °05'48 "W
L244
37.55
S26 °36'40 "W
L245
47.50
N84 °53' 1 1 "W
L246
16.00
N05 °06'49 "E
L247
23.00
N84 °53' 1 1 "W
L248
21.15
S05 °06'49 "W
L249
17.73
N39 °37'03 "W
L250
18.88
N70'12'52 "W
L251
6.76
N05 °06'49 "E
L252
16.04
N86 °03'22 "W
L253
23.00
S05 °06'49 "W
L254
14.43
S86 °03'22 "E
L255
35.73
S05 °06'49 "W
L256
51.50
S84 °53' 1 1 "E
L257
40.00
S84 °53' 1 1 "E
L284
64.22
S13 °01'58 "E
L285
155.34
N53 °24' 13 "W
L312
65.00
S84 °51'38 "E
L313
10.00
S05 °06'49 "W
EX. STORM ''DRAIN - -�\ \ 0
\ EAS EM Et�}T ?' \ VOA
L314
65.33
N84 °53'1 1 "W
L315
27.01
S72 °36'49 "W
L316
39.72
N84 °53' 1 1 "W
L317
10.00
N05 °06'49 "E
L318
37.73
S84'53'1 1 "E
L319
29.16
N72 °36'49 "E
L320
64.60
S30 °35' 18 "E
L321
61.61
S75 °45'54 "W
L323
78.18
N67 °44'1 0 "W
L324
2.46
S22° 15'50 "W
L325
18.55
S03° 14'1 2"W
L326
65.50
S67 °44'1 0 "E
L327
9.31
S03° 14'1 2"W
L328
39.66
S05 °06'49 "W
L329
136.11
S03° 14'1 7"W
L330
10.00
N86 °45'48 "W
L333
28.91
N50 °44'53 "E
L334
3.98
N50 °55'5.5 "E
L335
7.23
N05 °06'49 "E
L336
28.49
S84 °53'1 1 "E
L337
9.73
S05 °06'49 "W
L338
9.64
S84 °53' 1 1 "E
L339
33.38
S67 °47'33 "E
IF THIS DRAWING IS A REDUCTION I
GRAPHIC SCALE MUST BE USED
SCALE: 1 " = 60'
i
60' 0 60' 1
REVISION 3: ADDRESSED ACSA COMMENTS: JANUARY 21, 2011
REVISION 2: ADDRESSED COUNTY COMMENTS: DECEMBER 15, 2010
REVISION 1: ADDRESSED COUNTY COMMENTS: OCTOBER 11, 2010 j
OPEN SPACE
PARCEL "Ag'
1182 AC�
ST 1 1 6 FOR DED CATION ;T0.
r� I A —.
LOT 103
1 1 0
J
~ L246
0 �-
LOT 1 20 1
LOT 121
TIE DIST.v)TIE DIST.
17.50' 12 50' — — —
LOT 99 1 E0 T 9 8'
LOT 100
_1\105° 6'49 "E
w — —
�� w 8 .99'
I �
Ln ! j
� LO L248 1
11 n T 1 0 2 \ C42
C' _L255
EASEMENTS CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
BEARING
DELTA
C36
7.54
39.00
7.52
N65 °30'43 "E
11 °04'16"
C41
5.57
3.50
5.00
N40 °28'1 6 "W
91 °10'11"
C42
4.71
1.50
3.00
NO3 °56'36 "E
180 °00'00"
NOTE:
RELLA COURT, A 30' PRIVATE STREET, DOES NOT MEET THE STANDARDS FOR ACCEPTANCE
INTO SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE
VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. RELLA COURT
AS A PRIVATE INGRESS AND EGRESS STREET WILL BE MAINTAINED BY THE HOMEOWNERS
ASSOCIATION.
t
pg 660 PG 214
I
SUMMERDEAN
om& M
LOT 122
` ST LOT � \
9 6 ! 9 5
I LOT 94 1 LOT 93
I I 1
10 Puy
LO
LOT 5 4 ���' P� P ' 0 0 1 LAJ
-
___ 4 - Si Q
1 83 PPGE -
-- c�y� y,o
, - ,,� -
�,z LO
53
x CO
6 0
- = \ l�
IF THIS DRAWING IS A REDUCTION
1 GRAPHIC SCALE MUST BE USED
SCALE. 1 " = 30'
�r
30' 0 30'
REVISION 3: ADDRESSED ACSA COMMENTS: JANUARY 21, 2011
REVISION 2: ADDRESSED COUNTY COMMENTS: DECEMBER 15, 2010
- TH OF j REVISION 1: ADDRESSED COUNTY COMMENTS: OCTOBER 11, 2010
SHEET PROJECT: PLAT SHOWING SUBDIVISION OF
5 OF 5 WESTHALL V LOTS 93 -125
U EARL W. MOTTLEY ENGINEERS DRAWN BY: Lic. No. 1625 SURVEYORS JLC NEW EASEMENTS
PLANNERS WHITE HALL MAGISTERIAL DISTRICT
t REVIEWED BY.
ALBEMARLE COUNTY, VIRGINIA
AsSOCIATES EWM 4z, (zo z`Ct
j U R v PO Box 4119 3040 Avemore Sq Place
Lynchburg, VA 24502 0 WWA NUMBER: FILE NAME: SCALE: DATE:
Phone: 434.316.6080 Phone: 434.984.2700
wwiv.vrnassociates.net 206081.08 6081C PLATIots93- 125— ESMT.dwg I " =30' 04109108