HomeMy WebLinkAboutSUB201600152 Plat Final Plat 2018-12-07OWNERS APPROVAL
SITE DATA
OWNER: FAIR HILL FARM, LLC
THE SUBDI V 4_0F THE LAND DESCRIBED HEREIN KNOW AS FAIRHILL LOTS 4, 8.
DAVID MITCHELL
9 & S lAL LOT SIB DIVISION & PRESERVATION LOT 14 BOUNDARY LINE
P.O. BOX 5526
AD STMENT IS WITH E FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE
CHARLOTTESVILLE VA. 22905
gr THE UNDERSIGNED WNERS, PROPRIETORS AND TRUSTEES. ALL STATEMENTS
TITLE:
SOURCE OF TLE. TM 57-35, TM 57-35B,
AFFIXED TO THIS PLAT ARE TRUE AND CORRECT TO THE BEST OF MY
T.M. 56-100F, D.B.3295 PG. 17
KNOWLEDGE.
MAGISTERIAL DISTRICT.- WHITE HALL
DRAINAGE DISTRICT- SOUTH FORK RIVANNA, RESER
ZONING DISTRICT- RA
��-y(uo
SETBACK REQUIREMENTS: FRONT- 75' EXISTING PU
FAIR HILL FARM, LLC
FRONT- 25' INTERNAL P
1 ���
SIDE- 25' PRIVATE RO
S A TE OF VIRGIN/
�_
REAR- 35'
MAXIMUM STRUCTURE HEIGHT. 35'
ClT COUNTY OF WIT.
_l_w_ _ __ _TO
%II�C i� A NOTARY
DENOTES 518" IRON RODS TO BE SET
_�iY1Q Q� PUBLIC IN AND FOR THE CO,,�'�MONWEALTH
AT LARGE, STATE OF VIRGINIA, DO HEREBY CERTIFY THAT, GkC.r e �� fir, Y��S t-
�--
WITHIN ONE (1) YEAR OF RECORDATION.
�--- �` ---
WHOSE NAME IS SIGNED TO THE FOREGOING SUBDIVISION CERTIFICATE HAS ACKNOWLEDGED
EASEMENT NOTES
1. COMMON AREAS/OPEN SPACES AND ROW'S ARE
THE SAME BEFORE ME 1N M Y STA TE AFORESAI
RE
PRIORITY FOR WATER, SANITARY AND STORM SEWER
7
�/EN UNDER MY HAND THIS - a -DAY OF �C�Y �r_, 201
BUT NOT TO THE EXCLUSION OF OTHER USES, AS P
J
SECTION 4.7 OF CHAPTER 18 OF THE ALBERMARLE
!/
fB@iA EXPI ES ()-d�
2• THE DEVELOPER RESERVES A10' DRAINAGE AND/OR
ALONG ALL PROPERTY LINES.
NOTARY PUB C ublic
=NotarYPu
o4Virgint�3.THE
DEVELOPER RESERVES THE RIGHT TO VACATE99>}3
EASEMENT HEREON PROVIDED THE PROPER AUTHOR/
s Marmh 31, 2022
4. 20' WA TER, STORM, AND SANI TARY SEWER EASEME
CENTERED ON THE ASBUILT LOCATIONS OF THE LINE
SURVEYOR'S CERTIFICATE
5. TYPICAL EASEMENT (N. T.S.)
TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE REQUIREMENTS AS SET
NOTES
FORTH IN THE ORDINANCE FOR APPROVING SUBDIVISION PLATS FOR RECORDATION
1. THE DEVELOPER RESERVES ALL THOSE DRAINAGE EAS
IN ALBERMARLE COUNTY HAVE BEEN COMPLIED WITH. ALL MONUMENTS WILL
BE
BE NECESSARY TO PROPERLY MAINTAIN ALL ROADS.
SET WITHIN ONE (1) YEAR OF RECORDATIO
EASEMENTS WILL BE CENTERED ON ALL DRAINAGE CU
DRAINAGE DITCHES WHICH LEAVE THE ROADWAY. SUC
SHALL TERMINA TE A T NA TURAL WA TER COURSES
2. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED T
J. COMMON AREAS/OPEN SPACES ARE RESERVED WITH
KARL T. LIPSCOMB, L. S.
WATER SANITARY AND STORM SEWER WHERE APPLICA
THE EXCLUSION OF OTHER USES, AS PERMITTED BY S
CHAPTER 18 OF THE ALBERMARLE COUNTY CODE.
BOARD OF SUPERVISORS
4. THE SPECIAL LOT SHOWN HEREON IS ESTABLISHED SO
PUBLIC FACILITIES OWNED AND OPERATED BY THE RI
�
Ci`-�
SEWER AUTHORITY (RWSA).
5. LOTS 4, 8, 9, 14, RESIDUAL 1, RESIDUAL 2, & RESID
r.✓Or v�(.?��/ej
DESIGNATED AGENT DATE
CONTAIN BUILDING SITES THAT COMPLY WITH SECTION
4.2.1 OF THE ALBERMARLE COUNTY ZONING ORDINANC
CURVE TABLE
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CHORD BEARING
TANGENT
CURVE
LENGTH
RADIUS
DELTA
CHORD
CHORD BEARING
TANGENT
Cl
152,10'
145.00'
60'06'08"
145.22'
N0235'16"W
83.89
C27
83.86'
225.08'
2120'52"
83.38'
S29 52'50'E
42.42
C2
239.11 '
95.00'
144'12'46"
180.81 '
N4438'36 "W
294.24
C28
297.93'
175.01 '
97 32 27"
263.24'
S675837' E
199.70
C3
383.05'
225.01'
973227"
3J8.44'
N675837"W✓
256.76
C29
364.96'
145.00'
144'1246"
275.97'
S443834'E
449.10
C4
65.35'
175.08'
2123'11 "
64.97'
N29 5359 "W
33.06
C30
68.34'
95.00'
41 '12 54 "
66.87'
506 51 21 "W
35.72
C5
69.67'
50. 00'
79'50'16"
64.17'
N80.11'12"W
41.83
C31
66.49'
35.00'
10850'41"
56.93'
S68'1027'E
48.93
C6
74.00'
225.00'
1850'37"
73.67'
S69.18'59"W
37.34
C32
201.06'
64. 00'
18000'00"
128.00'
N114329"W
1486808038576.53
C7
68.02'
175.00'
22'16'15"
6Z60'
S6736'09"W
34.45
C33
230.34'
50. 00'
2635648"
74.35'
N59'19'51'E
55.58
C8
155.10'
175.00'
504644"
150.07'
S31 04'40"W
83.06
C34
118.80'
50. 00'
136'07'55"
92.76'
N66 2323'E
124.17
C9
285.05'
225.00'
7235'13"
266,J6'
S4158'54"W
165.24
C35
4.48'
64. 00'
4'00'32"
4.48'
S5758'12"E
2.24
C10
51. 91 '
65. 00'
45'4533"
50.54'
555 2344 "W
2Z 43
C36
46. 64'
64. 00'
4145'Ol "
45. 61 '
580 50'59'E
24.41
C91
51. 11'
64. 00'
45'4533"
49. 77'
S55 2344 "W
2Z 01
C37
26.29'
45. 00'
33 2846"
25. 92'
S84 25 25"W
13.53
C12
27.19'
64. 00'
2420'18"
26.98'
N893321 "W
13.80
C38
58.49'
50. 00'
67'01'08"
55.21'
N78'48'21 "W
33.11
C13
81.77'
64, 00'
73'12'16"
76.32'
N4047'04"W
4753
C39
59.01'
50, 00'
673725"
55.65'
N32'08'08'E
33.49
C14
92.11 '
64. 00'
82 27 27"
84.36'
N37 02'47'E
56.08
C40
59.78'
50. 00'
68 30'30"
56.29'
S79'4755'E
34.05
C15
51.11'
64. 00'
45'4533"
49.77'
578 50'43'E
2Z 01
C41
120.86'
195.00'
353040"
118.93'
N84 03'56'E
62.44
C16
51.91'
65.00'
4545'33"
50.54'
S7850'43'E
27.43
C42
275.09'
485.00'
322953"
271.42'
S6738'10'E
141.36
C17
221.70'
175.00'
72:35'13"
207.17'
N41 5854'E
128.52
C43
390.97'
515.00'
4329'48"
381.65'
S62 08'13"E
205.45
Cl8
199.41'
225,00'
504644"
192.95'
N3104'40'E
106.79
C44
128.08'
92.36'
792720"
118.06'
S003953'E
76.75
C19
87.46'
225, 00'
2276'15"
86.91,
N6736'09'E
44.29
C46
135.27'
310. 00'
25 00'O1 "
I34.19'
S513346"W
68.73
C20
5Z55'
175.00'
1850'37"
57.30'
N69'18'59E
29.04
C47
46.90'
90.22'
294658"
46.37'
5412727"W✓
23.99
C21
104.09'
45.00'
13232'12"
82.39'
N062226"W
102.36
C48
145.62'
222.51'
372949"
143.04'
S45'1852"W
75.53
C22
113.52'
50. 00'
130 04'57"
90. 66'
N07 36'05"W
10Z 43
C49
37.26'
485.00'
4 24'06"
37.25'
S59 50 22'E
18.64
C23
116. 82'
50. 00'
13351 '51 "
92. 00'
S55 37'41 ' E
l I Z 41
C50
32. 40'
80. 00'
23'12'17"
32.18'
S675753"W
16. 43
C24
116.82'
50. 00'
133'51 '51 "
92. 00'
S55'37'41 'E
l I Z 41
C51
44. 69'
110. 00'
23'16'40"
44. 38'
N67 5542'E
22.66
C25
36.14'
50. 00'
412435"
35.36'
S0924'02'E
18.90
C52
31.30'
60.22'
2946'58"
30.95'
N412727'E
16.01
C26
31.04'
175.00'
1009'44"
31.00'
S35'11'12'E
15.56
C53
165.25'
252.51'
372949"
162.32'
N45'18'52'E
85.71
DRAWN B Y.• SDF CHECKED B Y ENGINEER:
VOIR WATER SHED
BLIC ROADS
UBLIC OR
ADS
SER VED WI TH
WHERE APPLICABLE,
ERMI TIED BY
COUNTY CODE.
UTILITY EASEMENT
R REVISE ANY
TY AGREES
ARE TO BE
S
EVENTS AS WILL
TWENTY FOOT
EVERTS AND ALL
N EASEMENTS
0 PUBLIC USE.
PRIORITY FOR
BLE. BUT NOT TO
ECTION 4.7 OF
LEL Y FOR FUTURE
VANNA WA TER AND
UAL 3 EACH
NOTES
6. LOTS 4, 8, 9 & 14 EACH MAY CONTAIN ONLY ONE DWELLING
UNIT. RESIDUAL LOTS 1, 2 & 3 MAY ONLY BE SUBDIVIDED AS
SHOWN IN THE APPROVED PRELIMINARY SUBDIVISION PLAT
SUB200600022 AND ONCE SUBDIVIDED EACH LOT MAY ONLY
CONTAIN ONE DWELLING UNIT. THERE MAY NOT BE ANY
FURTHER DIVISION WITH OUT PLANNING COMMISSION
APPROVAL.
7. ALL LOTS SHALL BE SERVED BY WELLS AND SEPTIC, AND
ELECTRICITY
8. SUBJECT PROPERTIES APPEAR TO LIE IN FLOOD INSURANCE
RATE MAP ZONE X & AE (AREAS OF MINIMAL FLOODING) AS
SHOWN ON COMMUNITY PANEL NUMBER 51003C 0245D,
EFFECTIVE 0210412005
LOT 4, 8 9, RES. 1, RES. 2 & RES 3 = ZONE X
LOT 14 & SPECIAL L 0 T = ZONE X & ZONE AE
9. ALL ROADS ARE TO BE DEDICATED TO THE COUNTY FOR
PUBLIC USE.
IO.STREAM BUFFER & CRITICAL SLOPE DEED RESTRICTION AREAS
NOTE. STREAM BUFFER AND CRITICAL SLOPE PROTECTION
AREAS ARE TO REMAIN UNDISTURBED AND PRESERVED IN
THEIR NATURAL CONDITION. OUTBUILDINGS, LAWNS, CROPS,
AND REGULAR MOWING ARE PROHIBITED. THE STREAM BUFFER
SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH
THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
1 /. COMMON AREA/OPEN SPACE SHALL BE OWNED AND
MAINTAINED BY THE FAIRHILL HOMEOWNERS ASSOCIATION.
12. THESE PARCELS ARE WITHIN THE LICKINGHOLE CREEK
WATERSHED WHICH IS IN A WATER PROTECTION AREA.
13.7"M-57-35 LIES PARTIALLY WITHIN THE DAM INUNDATION
ZONE.
9-
S RT 250
14. THE PARCELS ARE NOT WITHIN AN AGRICULTURAL- TYPICAL EASEMENT
FORESTAL DISTRICT UNLESS OTHERWISE
INDICATED FOR
15.UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR 20' U77LI77ES vN OR
SEWER WILL NOT BE AVAILABLE FOR THIS PROPERTY. W7HIN 10' OF
16.ALL SUBSEQUENT DIVISIONS OF THE RESIDUE SHALL ENTER -'o. MANHOLE STORM PRIVATE L0T5
ONLY ONTO SUCH STREET(S) SHOWN ON THE APPROVED FINAL STRUCTURE FIRE CENTER OF PIPE OR
HYDRANT BLOWWOFF CENTER HA DRAINAGE
PLAT AND SHALL HAVE NO IMMEDIATE ACCESS ONTO ANY
ASSEMBLY OR WATER SWALE CHANNEL
PUBLIC STREET. ME7ER ASSEMBLY.
17. THE APPLICANT IS RESPONSIBLE FOR ENSURING COMPLIANCE
WITH ANY FEDERAL REQUIREMENTS, INCLUDING BUT NOT
LIMITED TO THE BALD AND GOLDEN EAGLE PROTECTION ACT
(16 U.S.C. 668-668D), REGARDING LAND DEVELOPMENT ON
THIS SITE RESULTING FROM THE PRESENCE OF A PROTECTED
BALD EAGLE NEST ON THE ADJACENT LICKINGHOLE BASIN
PROPERTY.
CURVE TABLE
CURVE
LENGTH
RADIUS
DEL TA
CHORD
CHORD BEARING
TANGENT
C54
122.17'
280.00'
25'00'00"
121.21'
N5133'47'E
62.07
C55
86.48'
62.36'
79 2720"
79.71'
N00'39 53"W
51.82
C5 6
368.19'
485.00'
43 32948"
359.41 '
N62'OS'13"W
193.48
C57
292.11 '
515.00'
32 2953"
288.21 '
N67 38'10 "W
150.10
C58
311.58'
1275.00'
14'00'07"
310.81 '
N58 23'16 "W
156.57
C59
103.53'
165.00'
35 57'06"
101.84'
583 50'43"W
53.53
C60
JIB. 92'
1305.00'
1400'07"
318.12'
S5823'16'E
160.26
C61
36.13'
30.00'
69 00'38"
33.99'
N48'15 25"W
20.62
C62
42.65'
90.00'
27'09'05"
42.25'
N00'10'34"W
21.73
LINE TABLE
LINE TABLE
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
L 1
42.48'
570 05'50' E
L 17
30.58'
S16'16'35' E
L2
14.75'
N545834'E
L18
87.02'
S78'0050'E
L3
4Z82'
N212735"W
L19
78.33'
58846'50'E
L 4
4 Z 08'
N33 50'31 'E
L 20
143. 75'
570 26'50' E
L5
42.34'
N68'10 28'E
L21
109.00'
578'1950'E
L6
59.89'
N662756'E
L22
58.33'
5233942'E
L7
44.07'
S81 '04 20"E
L23
119.90'
S52 21 '10"W
L8
37.65'
N14'10'15'E
L24
100.00'
S8249 25"W
L9
64.06'
N39'18 23'E
L25
100.00'
S80 4725"W
L 10
95.18'
N34 55'13'E
L26
50.00'
56747 25"W
Lll
92.75'
N2630'42'E
L27
48.75'
S55'0225"W
L12
82.74'
N24'1444'E
L28
84.81'
S6001'35'E
L 13
44.41 '
N65'02'46'E
L29
35.50'
S80 01 '35'E
L14
52.18'
N1951'43'E
L30
15.51'
N3238'35"W
L15
24.02'
S86'18'03'E
L31
128.28'
N40'16'04"W
L 16
25.81 '
N 10'03'53' E
I L 32
22.53'
559 53'40"W
EXISTING LOT TABLE
TAX MAP
SQUARE FEET
ACREAGE
57-35
2,278 696
52.31
57-358
1, 893, 099
43.46
56-100
477, 374
10.96
VY ROAD
NOT TO SCALE
PROPOSED LOT TABLE
LOT
SQUARE FEET
ACREAGE
4
107,864
2.48
8
107,418
2.47
9
100,450
2.3I
14
2, 698,135
61.94
SPECIAL LOT
40,767
0.94
RESIDUAL 1
571,881
13.13
RESIDUAL 2
605,109
13.89
RESIDUAL 3
280,806
6.45
LINE TABLE
LINE TABLE
LINE TABLE
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
L33
67.83'
S7844'17"W
L49
223.07'
S5724'10"W
L65
108.12'
N8432 22'E
L 34
7 40.13'
S56 28'02"W
L 50
60. 98'
N53'00'25' E
L 66
31. 04'
S24 39'59' E
L35
27.91'
N28 0944'E
L51
19.31'
N15'10'15'E
L67
77.63'
S3535'08"W
L36
157.69'
578'1631 "W
L52
54.26'
N575636"W
L68
91.41'
5182957'E
L37
40,00'
S78'163I "W
L53
34.25'
N15'10'15'E"
L69
119.36'
55152'07'EE
L38
40.00'
N78'16 al'E
L54
64.37'
N5231'52'E
L70
181.03'
S58 07'15"W
L 39
51.32'
N 11 '15'43"W
L 55
21.78'
S35'19'13' E
L 72
154.06'
S32 35'50' E
L40
157.69'
N78'1631'E
L56
11.89'
588'06'18'E
L73
106.00'
S7000'05"W
L41
91.21'
N84'0237"W
L57
46.26'
S74 39'15'E
L74
148.93'
S40 52'12"W
L42
140.13'
N5628'02'E
L58
91.79'
N8737'04'E
L75
I36.82'
N274348"W
L43
88.20'
55724'10"W
L59
28.39'
N722742'E
L76
191.80'
N165935'E
L44
80.00'
S34 5825"W
L60
39.95'
S29'48'04'E
L77
257.14'
5524446'E
L45
74.93'
N15'08'18'E
L61
24.42'
551 *15'49'E
L78
257.52'
N7531'49'E
L46
59.74'
N6539 23'E
L62
52.44'
57349 22'E
L79
147.65'
556'03'53'E
L47
133.56'
N0140'34"W
L63
44.33'
S76'1526'E
L80
244.86'
S00'I6'11'E
L48
153.40'
N01'40'34"W
L64
61.19'
S78'11'39'E
L81
89.51' 1
N31'12'06'E
DRA WN B Y.• SOF CHECKED BY ENGINEER: CHECKED BY SURVEYOR: SHEET 2 of 5
GRAPHIC SCALE
n an ,nn
LINE TABLE
LINE LENGTH BEARING
L82 30.97' N74 2749'E
L83
11.11'
N28'0944'E
( IN FEET )
1 inch = 100 ft.
L84
75.59'
N7934'02'E
L85
26.19'
N6929'02'E
L86
44.21'
N64'19'03"W
L87
29.74'
N54 5745'E
L88
30.02'
N3235'50"W
L 89
106.70'
S57 57 24' E
L90
38.53'
500 30'47'E
;i
L91
23.54'
S29'43'08'E
LEGEND
,: EMA ___ = 100 YEAR FLOOD PLAN
= 100 YEAR STREAM BUFFER N 3909818 82
® - = STREAM E 11436398.21
- wPo wPo- = WPO BUFFER
- DB - = STATE DAM BREAK T.M. 57-93A `�
_IRON
- - INUNDATION ZONE 4 /
= NON -IMPERVIOUS EASEMENT Qo/�
e`
. v. =CRITICAL SLOPE AREA L110• .
CSA -CSA . . . . . . . . . . .
APPROXIMATE LOCATION OF p�E PE x/ . . . . CS
100 YEAR FLOODPLAIN
O.. .. . .
ELEV=124' i r
PANEL NO. 51003CO245D CSA
EFFECTIVE DATE: 0210412005
NOTE: LOT 9 AND LOT 14"
WILL SHARE A
DRI VEWA Y OFF OF 3Qb�
EAGLE VIEW.,_ .
i A r 24 � ........ v A. N6539 �137 � N 3909265.01 ' . . . . . . cs9 )
4
t
N `�
gg, 3� E 11435906.37 �n -
0�
„�1= . �APPROXIMA TE �6, VARIABLE
P165_'39 �3 E L469. . Qo . . . . ILOCA TION OF WPO ®' VDOT SL
Pam, IRON<�est_ 1 .k. .�. �P BUFFER PER DRAIN
_.._
f�2 01 w '� wP 45 o FD. _ � E o/ esA COUNTY CIS �
VPq� EASEti
°\� r a� 6 cSP���sA
9 yob°>wP w IRON
►e I �° � - �5 ON -IMPERVIOUS
2 bs wPa W waq w FD. �1.13 o
u; \ �wP EASEMENT
t 7 \ i. . . ON �. WAq WPO WPQ e L
N 390499JZ 76 VARIABLE WIDTH �
E 11435045.97
t r__ 9 w �� 4 CO SLOPE & DRA NAGE
i f_ J . `. \ \ g I \3 �� �. .�1 EASEMENT
20' ACSA° a� I _ . .., cs� �� \ O I \N . v ¢I RESIDUAL 3
SANITARY ( / �----^"`r `� :._. �'� �s a.
j J/ 9 'Pcr �z �, Y ACRES: 6.45
SEWE EA C$ I� hl T 1`�' o / r�_. 2 a �� SQ FT. 280, 806 , L 114 C19 9.8 57.9s
I I
I
..,.. D.i3. =-16, P(G U, . . ' . L=41. L106
272 ? 288 t; ._ . ,. r �'b NO STRUCTURE EA G
• / / `` SHALL BE BUILT q2
l (p 1
j a`� g" g _ / O __.t" d--, .-. / b a' F / Y b / b Y b `b a_.. L - 9.0 J\ ✓ 50' R J
)PEN 'o e:t.. 3 C, o S %
3 0 " s b " I WITHIN NON I. \ G L=29.44' . 1 \ g1
~ _� . I _r;;. C% b, b, b" b / „ �, Q L,5• C7 L33
'ACE" / , Dc ,y r 0 �w " " " b " , " BUILDABLE AREA \r.7.
X. .Op<<5 20' DRAINAGE 3q
a r 3 "" �. EASEMENT qy L
❑
O y if i b
WWPO BUFFER
111 �
9 v' 100' STREAM � � oaf
" ' WPO BUFFER \._ o " "°' �' ' ;Z� BUFFER SETBACK
b�,� �>
i f ig 0s9 OG� 4�`fl " qa . . ., VARIABLE WIDTH
o DRAINAGE
5p cs . EASEMENT
C N 3 APPROXIMATE ' �._ �� "� . >, L
\
LOCATION OF WPO csq �� 2 �5 . 58 /0
i JJl 3 BUFFER PER , y_.. - �s` ",. �'�" 57 G� 2 q ` L59
f tK . �` COUNTY GIS 4 ` . Yf y %�2 �° j c'� moo' ys G11 RESIDUAL 1
->. c
i
j v € / aa° sue--'/ . 6'� �� 9 %/ i L= 05 L40sA ACRES: 13.13
Ce3� 6'3 c
r o� _/EA0.LE VIETN� G9 sQ Fr. 571,88
50' RIwL=3269'
1 T.M. 57-93A: �e I 100' STREAM b�J . . . . . . O� r
• . • �P BUFFER SETBACK y �1 1' i % 8 167 rn L36
\, 6 j � J -" � L1
. �/�° t �bs . . � � .�� � � C'/2 L37 C1� '' �
f- O r ...
x c.
VARIABLE WIDTH
._ .............
y %, � j� _ _._ DRAINAGE EASEMENT
Vj /
I / INGRESS EGRESS �- vso - bs� vso
. .� . v \ .N 6 EASEMENT PIPE.
�Q . . N. . . . . . . . a P V ¢ /�/iE FD. HST
LOT 9 & 14 WILL Plds� . FD L26 . . . . . . . . . . . .
s SHARE �� I FD: L2� L 5 24.
\ �..
+0 t_ NO1(l-IMPERVIOUS ` b J . �°� INGRESSIEGRESS a
- IRON. EASEMENT \ �'�d EASEMENT
' FD.; N 3908JOZ04 \\\ bs . . I �
\ J
_. 3 E 11434783.74 so ids' w D / _s�
CSA �.. �4 m FAIRHILL
u
- j SUBDIVISION PRESERVATION ypp
\ L)\OT 14
\ I .
�E,sE�vA Tz®� s -� N 3 WHITBOUNDARE HALL DI MNE STRICT
�
U. / USTMENT
vs
°� I �.. . .. . .. . \ T'� �'7 PA CHI, CEMETERY �o� ®�� ALBEMARLE COUNTY, VIRGINIA
73 9 . 6s�w / SCALE: 1 "= 100' DECEMBER 7, 2018
I f�. RY ear r��.:k'
\{ .\�b a51. . . . . . . . . . . . . . l��i l�Townes
f !
SITE ENGINEERING
. . . . . . . . . . . . . . . . . . . . Aso �. . . . . . . . . . ...
h� 9850 LORI ROAD, SUITE 201
a '� CHESTERFIELD, VIRGINIA 23832
I� i \bJ J 61�0 �.��� PHONE.• (804) 748-9011 FAX:(804) 748-2590 I,�
Gi \� /�
5
DRA WN 8 Y.- SUE CHECKED BY ENGINEER: CHECKED BY SURVEYOR: SHEET 3 of 5
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
L 92
65.43'
544 2438' E
L 102
41.39'
N5232 23' E
L 112
58.04'
N47 2634 E
L 122
19.29'
N86 °18 24 "W
L 132
26.86'
S40 23'19' E
L93
46.64'
S164550"E
L103
21.57'
N6434'11'E
L113
31.59'
N5530'53'E
L123
76.50'
N834432"W
L133
92.98'
S26°33'58"W
L94
20.44'
S3647'14'E
L104
33.65'
N820101'E
L114
66.13'
N6853'177E
L124
184.73'
N49'0133"E
L134
9.88'
S39'03'47"W
L95
59.56'
S594339'E
L105
30.43'
5545746"W
L115
105.17'
N39'08'30"W
L125
116.48'
N38°1650'E
L135
106.36'
S64"03'47"W
L 96
136. 53'
S26 J846 "W
L 106
67. 83'
N7844'17'E
L 116
122. 05'
S20 25'10' E
L 126
51. 68'
S78'10'44' E
L 136
116. 61 '
556 20'56"W
L 97
21.17'
N51 56 22' E
L 107
21.81 '
N59 53'40' E
L 117
155.75'
N21 '16'09 "W
L 127
98.83'
N39 4252' E
L 137
143.20'
N26 30'50' E
L 98
39. 39'
N26'13'19 "W
L 108
72. 48'
S65 2936 "W
L 118
127. 20'
N69 Jl 51 ' E
L 128
116. 60'
N47 43'01 'E
L 138
121. 63'
S26 30'33"W
L99
42.88'
N8547'40"W
L109
223.07'
55724'10"W
L119
86.72'
S30'0620'E
L129
90.63'
N61O8'58'E
L139
35.43'
S6959'13"W
L 100
186.62'
S49 57 21 "W
L 110
115.12'
N69 31 51 ' E
L 120
136.12'
S40'16'04' E
L 130
45.08'
N69 59'13' E
L 140
82.83'
561 'O8'58"W
L 101
20. 00'
S37 2737' E
L 111
151. 74'
S65 29'09' E
L 121
64. 50'
S7934'O2 "W
L 131
58.21 '
S8353'06' E
L 141
109. 09'
1 S4743'01 "W
L1I . . . . . . . . -aS3. -—
T.M. 57-93A.__lRON>leo. csP __ .� � �3 \� ` N80 j0"�'° E 11437347.E GRAPHIC SCALE
.. w.Po FD.. . . . . . . . 3,5 „ ^ 389.2 CSA �. . . . r\ �i f-_ J 04.1
�- ��e P_ r�'bS T.M. 57-30A 1
O�.
/ eo . csP APPROXIMATE 9 . . .� \ �j2�
�\_ \• �100 0 50 100 200
A� _ j . L110. ` P LOCATION OF WPO ����
. . . . . . . . . . . . . sTION-IMPERVIOUS BUFFER PER \ . 7 �\ N .
. . . . . . . . . . EASEMENT c� c, �'I'���ecJ O,q
csP COUNTY GIS r, � ,
PE
Qo / 9 20' RWSA A ACCES ., �\ \
9 r P b
, 5 F � m� rt..
+ON OF �E .. / c \ . \ \\ ` EIL • 1 T sJ \ ( I FI;I+;T )
20 � o'=.. _.,.__,__ _ __,_......_-.__..__ ._....tea _.... ,..,, _, ,,,_ _ __ .- __..___ ........_._,.._..._ ..._ __. MA 1: L r r 4-
LAIN � \��, _ <D. 6� 1 � 0, PG" 48 �. < ? _
o�E k0 _ _-. a5�_ ._ _ ._ �Ao . _.� ` r, _ _.._. r _- _ _...__ _... 1 inch = 100 ft.
,.... . . . . . . . _ /'"4 .., rv..._ ,f. ./, :_i �'JA J\
0 2 1 '` / F
)245D J �eo� k�. ; . esP "� :: ti \ SANI Ar2 �EVIEP
%.
/ 'HJZ , ..� ,. FA - Fe1�cr�l T
3412005 �`�` > 6 o csP 'L s s . �� r _.
�' a AMENDED 50 ` RWSA �s -' `� r r S
k csA -; �.� .� . . r . \ `D. cif, F':. 0955
SANITARY SEWER
,j
c a I �� . � csP �•-- esA . .0 .
f '
s
sq �� z s e5P APPROXIMATE sA . \ p n
U \ 9 LOCATION OF THE 6
STATE DAM BREAK
q
v N 391aoa2.47
w c,a\� v. 4- .. Q
��, \ \ N F E 1143t3097.2 3
_, / I rnINUNDAnaN ZONE <G�� ` \._._ a PIPE
c�CPIP
' 3e yAPPROXIMATE � VARIABLE WIDTH 7' j
. �OCA TION OF WPO �' VDOT SLOPE & c , ��, oho ' . ,I~ . �\ \ ..` ,a :� -:._ /` _ \ � I
N
BUFFER PER DRAINAGE71
/. .� COUNTY GIS 6�; EASEMENT 9g y �� . .f .�.. . v� i . . . . . . /
AssA CSA � �Q � � . u�� �S �� ,._ 1 � LaA £ # S X T � N � t
C 3 . � �. Ate, RO r 1f, T L0CA 1O
L100 / C3 . . _,� r �' �� f.. /:.. C F 20' /I VA 71 --
/ w . . . . . . PP \`
VIOUS CIO
\ �� A ROXIMA TE \
L103 �� 9. f. �Ao ;LOCATION OF 6YP0
JT N L=38. 7T � . �;.. BUFFER PER a� D D, 1,554 , PG. 1 4 /
004 V
L=45.0' \� ��e�,J c Apo°' COUNTY GIS \ ° dso — �b� .
_ \\
....;�, -,l \b�JaS;] aS� z,., i •-1
VARIABLE WIDTH asp asp . b �" _ b M �u2 d� ,,` / s 00
SLOPE & DRAINAGE ii
EASEMENT /•a J.�v,S�- _.aSD ,� �,, r i J rY
as . . . . . . . . . . . . . . . . . . . . . .AMENDED' 30' RWSA,, .µ_ . yrJ aAt f t, ^ ;
RESIDUAL 3 (� r; �cs ...t. fig , �® 13 � � cr,J�rt.
& ACSA ACCESS DER �i z. i I - d
ACRES: 6.45 sc� . EASEMENT . .� ' �z. Y ��... `� ¢ �`\� -698. r
e' �.. S> 0. B, 815, PG. �
,Q FT- 280, 806 9. B � 10 � a . b r \+✓a 1
3 L i 14 C19 5% gg C20 p
L1 L= 41.91 L 106 rtw
112 1 �' a as'� cSP .. f 4�
L�2 .�.' � � �cs �
p RAW' e
� w
L� 5' C7 s
L33 L3 S Jq CSA
C �, ................� CSA 1
"a RESIDUALA2 NON -IMPERVIOUS f ` �12 `\ y ��'=' \ n
�o. Al � VARIABLEWIDTH
& TH bsJ ACRES: 13.89 EASEMENT osq. N66'30 59 ,E �. � + g L130
:v DRAINAGE
FT 605,1� dso AMENDED 50' RWSA rmac. e'' 111.
2
\ \ a
. . . . . . . . . . . . . . \ SANITARY SEWER
EASEMENT s r y7 rn x 3
r 9. 5 . s \
. . . . . . . a EASEMENT ti� ., . . v� \ /� 116.48�---
0 cN . . . . �� �a. _.r oS1='HC1A. , 66.3 59"W �'' ` ... L1�0 L139 ��h
\.......
r...................... ..... L0T O
9. as . �� ILA.
�� / \ NEW 30'
BLE WlD TH (� �: �� ✓ . P a5 .� €'a wp0 wao ACCESS �1 Co
AINAGE ( y-k c� N , c Ao as°� 20' Rat ACCESS cn Qo
z �b 4 1 h
SEMENT . . . . . . . . . . . . . . . . / 1 °sY 8 rJQ r \ '
r._. o b E4 ' IEME T . /
EASE ,4,IE I T
° a . . . . . . . . . . . . . . . . . . . . . . . . . Z �D, R 12.0,
43
, 1 �"�
o i \ ;`l ! �. °o! �-� LOCHnoN OF o
APPROXIMA TE Q
O �. �Q rJ THE STATE
1 RESIDUAL 1 r O VARIABLE WIDTH cr"
�,�r ,f:.r Ao o DAM BREAK
SLOPE &DRAINAGE . ./ . . . 6� �j tr INUNDA naN
`. .EASEMENT . r �L
ASP ���. 47. . . .` Rio' ZONE � o
G jrs: ACRES 13.13 < . . . . . . . . . 53�1 (ti
9 SO FT' 571,881 `ps' x VARIABLE WIDTH
%� ( o
SLOPE & DRAINAGE
r o N EASEMENT �� j��� i \so. hr�' : G ` h� r. V
rn cs v .. i j, . . . N . T. M.
o q . . . . . . . . . . . . . . . . . . 57 5A
�'� �cSA�_ L78 . . . . . . . . . . sJ�-3�s1X��N
yCCSA .�PI3
��fe-a5(n
, l
dso __ VARIABLE <6 csAJ <,��S . .L1. .A - ~' T.M. 57-32A1
?� �`� 5 j0h6 / N
o PIPE bsJ _ bs� WID TH
ass /PJE . FD: --__ vs� SLOPE & 63 5 3 / L73 _�... 1 r� asp s �a
Pl FD L26 -- dso —__ bSC DRAINAGE \ NEW 30' RWSA & 5k2 - "v .. ,,_ dso --- ds� sJ
L 5 - -- bs� 6 ACSA ACCESS.... 148.OS
� \
Fr L2� 4 bsoEASEMENT L65 �� ® :..�`�. S69'3'05"W
24 — - bs� bsJ . EASEMENT k 5y'
CSA bS� r 5 $ AMENDED 30' RWSA
c �, N / % ` C' 9 ,+`� ±0. 5 MILES TO _
sA csA� CSA - can CSA / rn ay�f •���;`/G &ACSA ACCESS k 5 ,11i STATE ROUTE 240
CSA �\.. .3 r ,� /i`
cs � � EASE>tiIENT 1 ��
A a pJ
r.
T.M. 57- 41 B ... t `l
VARIABLE 6 O O �N 39091.17.62
pp '® O Cb / -r_ �� 15' RWSA ACCESS . . . E 11438010.$3
WIDTH /� v \\ 7� ss EAiSEMENT
81SLOPE & ( �.w s� .- G, i
�'2• I ^� / cA • a D.B. 8?S, Pa E�98
`��sLyy DRAINAGE v �V�I . �1 j Vt c r d� �,�`�. . �1FAIRHILL
EASEMENT I0) �� / 'A`' csP %Gk�. . . . . �.®10,
00 V� ��22 C50 L10� c P 3's, ,59°2�LOTS
06 L12, �"•,-~ ash.. PRESERVATION�l, , LOT 14
LEGEND
__..__..._.... FDA
.......__ ._
= 100 YEAR FLOOD PLAN
-�-
= 100 YEAR STREAM BUFFER
-
= STREAM
— wPo—
wPo—
= WPO BUFFER
— —
--- DB ®- -
= STATE DAM BREAK
INUNDATION ZONE
= NON -IMPERVIOUS EASEMENT
dSO
CSA
dS3
-CSA
=CRITICAL SLOPE AREA
�r
A vso ---- dSj _ _ as ��� v ll � L82 L84 G51 gyp , �,� 23 \20' RVISA U NADJUSTMENT
o=42.27/ 2� ACCES; WHITE HALL DISTRICT
,�j y CSA . .\<6,\ "� co 0 / 7.31 ' 1 ,E1 f N T
U � % D.B� 1240 ALBEMARLE COUNTY, VIRGINIA
T.M. 57-41A Nc9�$A� ��30 \03 L49 AMENDED 30' R�YSA PC 483 SCALE.' 1 100' DECEMBER 7, 2018
�`�� •%� 3 �6 \ \ r uj 120.4� &ACSA ACCESS &�
DRA WN B Y.• SDF CHECKED BY ENGINEER:
EASEMENT (-Ir
APE VARIABLE WIDTH j5 j�v
VDOT DRAINAGE r j? 250
FD. EASEMENT ®'e"i� 'OL� F/v1
VAaiA0LE
ownes
9850 LORI ROAD, SUITE 201
CHESTERFIELD, VIRGINIA 23832
PHON_F.' (804) 748- 9011 FAX.- (804) 748-2590 j,;,ri i t e
CHECKED BY SURVEYOR: SHEET 4 of 5
LEGEND
F pia = 100 YEAR FLOOD PLAN
- = 100 YEAR STREAM BUFFER
® = STREAM
- wPo wPo- = WPO BUFFER
- _ DB ®-•- = STATE DAM BREAK
( _r„ INUNDATION ZONE
� \a
`e
T.M. 57-29E3 �\
® �Q\ N 391011Z27 \
F� 14136740. 45 a8
LINE TABLE
LINE TABLE
LINE TABLE
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
L 142
116.24'
N56 20'56' E
L 152
58.21 '
N83 53'06 "W
L 162
228.27'
S65 23'19 "E
L 143
95.53'
S394252"W
L 153
486.87'
N63 52'15"W
L 163
111.23'
N30'49'10"W
L 144
92. 98'
N26 3358' E
L 154
20Z 72'
N7121 '04 "W
L 164
54. 91 '
N57 5636 "W
= NON -IMPERVIOUS EASEMEN7
aso -vso� ' TM57-29E L 145 149.54' S38'16'50"W L'155 224.91 ' N65 23'19 "W L 165 97.92' N30 49'10"W
=CRITICAL SLOPE AREA N �`"'' �j �r A
E CSA CSA i �, L 146 106.36' N64 03'47' E L 156 48.32' N78'10'44 "W L 166 9.96' S44'58 26 "E
v e , y1, bsJ P\ \ L 147 69. 25' N61 43'00 "W L 157 215. 84' S7121 '04' E L 167 46. 44' S72 38'12 "W
p VSJ b�JCS6�A �,� � \a
Q41 � ` \ \ L 148 9.88' N39 03'47'E L 158 49Z O2' S63°52'15'E L 168 11. 75' S63°01 '56 "W
l \ \ 31 J.84' N42 3353"W L 159 310. 34' S42 33'l 1 'E L 169 27. 0-4 S47'13'52"W
FEMIA
\ L149
L 150 26. 86' N40 23'19 "W L 160 307. 09' S4233'53'E L 170 10. 40' N42'46'08"W
N 3909818. 82 k' 1 " 300 , . . ~ d 'Z
3'� 3 351 o wwo ��_ ;, ra �'1 L151 302.82' N4233'11"W IL161 28.94' S6143'00'E
E 1143639� 21 arP �'�`� \ r.. ap
��`• �,., o � � -. �~-_ wPo--s� • aso , . ``� . �., � �.o.`� N 39 10059. 53
T.M. 57-93A '< IRON gyp. 1 ESA csq . ` ~ \ ' \ \ . ,~ M80°�04.> E 1143734Z66
Po - _ _ _ g• 3'S1"E 389.2 -1 . y%� �9�;. �`� ,,y T.M. 57-30A1
APPROXIMA TE n9 . . . \ s0 %'2�
�- L 110. c a I OCA TION OF WPO ,� ~ t.. s\ ' �, � ,,, sJ ' B • �
\.j
SRC . . . . . . . . . . ON -IMPERVIOUS BUFFER PER z es O
+ ASP EASEMENT COUNTY CIS , . ' "'�� ; `� r J ems. 9 q
ri \.
. Qo/ . . 0 RWf A x,r .S.S ,�
ON OF E PE c5P \ i \ E A gal IlY N T
�'
...........
r�' r1240,- .
f \ . �.
� t
r,
.. .. .... .....,cP. ... .. ... _ _._ ._ ._. .. .. ._. ..__............. .. ._........ ... .....,.. ._ .. ... ._.. ....._._._ .. _._ ..... .............,._. ___ ._ ..._.........._..._._.. _A!N Z E p. _ _ _ So _q o/ � �Sa r..� Y SAN17ARY .sl ME \ - .
)2450 �� csA .
74/2005csa AMENDED 50' RWSA
_ SA NI TAR.Y.SEWER }cis. C7 t n F1u�, TAG. �a9
``ems J.. I- ..,r �6 h
SFME.
�. . . . . . . N.T
EA r
3Q i . . . SP i CSA �? v
�. �s9. °s9 csP�PPROXIMA7E csq.. . . F �£
. . . . . . . w ✓ CS `, . . . . . . . . ,1,.. . . . . .3
N LOCATION OF THE q .o �� �...
., 16
� c;ti STA 1E IMAM BREAK :,.. - .
� N 3910002.42
q w w\ INUNDATION ZONE f � . . . �A _. PR ,�' VAT�0m. `\ z ;
- coo w . . . N b E 1143809Z2,
PIPE
6 d0, VARIABLE WIDTH \� f- rF . N
APPROXIMATE
9' ae�/' PIOCATION OF WPO VDOT SLOPE & �o ' ' ' ' ' ' ' '' t
\ ;
BUFFER PER DRAINAGE o o cy cs
~
; d - 5s d D
o can COUNTY GIS v'. EASEMENT co �' �` \
+� A C�63 ��- .-. < �, ` {._� �A- AF R')Xl 'ATE LOG',d TIi�N
1
�4 `
L10 ry C,3 r\r_. ` ;r 0 20' fRIVA tE
,`..� APPROXIMATE y .. ......: SANITARY SEs: 4�' o
�..
%
VIOUS �3 C� Lg� "� ... �A ,� s LOCATION OF WPO� EA Eei9=_NT r
i L10 \` D. R3 1361, PG', 124
L 104 G ` BUFFER PER ss
VT o cq L=38.77 y . . .
p lS o aS
OZ �� yJz Ao COUNTY G o��z.
a as-'
L L=45.0' aso 9 . \y
1 'v' �� / s - In
vso r 4t
VARIABLE WIDTH c� aso . \ " 1_- y \ o r W
as
SLOPE & DRAINAGE v5o bsJ. \ � •\ ��� - ,�� 7n
r
30,
EASEMENT . . . . . . . . . . . . . . . . . . vso. . . AMENDED '30'RWS T''��SA SAh�T,,RY__._.. 00
�, 0
RESIDUAL 3 'I & ACSA ACCESS-,';f � ,-- l
15
�. a. \ o� r
o EASEMENT �. t � S>. F1. 81 I'C. 093� ~
ACRES: 6.45 �. A "
>Q FT.' 280, 806 ( 114 C19 9.84 57.99' C20 10 � a J L108
\
1113 L=41.91 L106 e)� . . . . . . . . . . . . . . . . . .�
A�'
2 .................... /c '
-
,..
L450' R/W . . . �sr> s9 z. \ _
............ mI
........
C7 L33 C6 L32 C� \IVA csq os . cSP� bsY . , l N
IQ
g4 `� n0 RESIDUALq 2 NON -IMPERVIOUS L�2 ,
L . . . e � E i L130
VARIABLE WIDTH SJ ACRES- 13.89 EASEMENT � ��+ `'� N66'30'S9' � __ ~ � L� 2�_
SLOPE & s�. o�
�o DRAINAGE a Q FT. 605,10 aso AMENDED 50' RWSA rw. 111• 18,
r . . . . �� SANITARY SEWER
ME \
co EASEMENT -
1 / \ EASEMENT
. �� �' 6 / GRAPHIC SCALE
BLE W!D TH
✓
AINAGE r' . . . . . . . . . . . . . . . . . . . . 05 .: \�
SEMENT c*) v . . l c� . ® ` 100 0 50 100 200
-is . . . . . `ZQ./ �� .
. \
�9 ys3:y W / \. C3 n
v q, p N. �s ,43,. . ";=.. . ( IN FEET )
1 RESIDUAL 1 v q. VARIABLE WIDTH v N.
SLOPE & DRAINAGE ,EASEMENT.
. �• 1 inch = 100 ft. . . EASEMENT .
ACRES: I3.13 c �<:p ti . . C, v
G9 � SQ FT- 571,881 r. VARIABLE WIDTH
�g
FAIRHILL
. . . . . . . . . . . . . . . . . . . .� SLOPE & DRAINAGE \� . ?: LOTS s 9 �p LOT
. . . . . . . . . . CASEMENT �� _..... PRESERVATION LO 14
BOUNDARY MNE ADJUSTMENT
csa L78 a . ....r._- . .
WHITE HALL DISTRICT
o CSq_`SA i ALBEMARLE COUNTY, VIRGINIA
aso ___ VARIABLE fie?
-J l SCALE: I "_ 100' DECEMBER 7, 2018
o .aso - dsr eso WIDTH ��
IPIE . . . . PIPE bS� - _ ' SLOPE & �63\ �"�
vso . FD F bs� aSo - DRAINAGE \ NEW 30' RWSA & 5t�`L5 / ? . z �;r Townes
Lyeg,� _ - _ bSJ:--�VSJ_ �6Q N ACSA ACCESS"�'-. .� t� /� SITE ENGINEERING
Plig� 2! L�6 dsoEASEMENT \ 5
F L. L 2� bSJ �` �_ EASEMENT 5y a ~F': 9850 LORI ROAD, SUITE 201
�- b�J'` r C� `��`o // /% CHESTERFIELD, VIRGlNIA 23832 �% f
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Csq �\ . csA csq 'csA CSA ;t ��/ r� PHONE.• (804) 748-9011 FAX.- (804) 748-2590
DRAWN 8 Y' SDE CHECKED BY ENGINEER: CHECKED B Y SUR VEYOR: SHEET 5 of 5