HomeMy WebLinkAboutSUB202100113 Plat - Approved 2022-07-15THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND [LOTS 1 THRU 40,
PROFFIT ROAD TO WNHOMES SOUTH] IS WITH THE FREE CONSENT AND IN ACCORDANCE
WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND/OR TRUSTEES, IF ANY.
41 -,\ - A A,-��
FOR: WE WOO HOMES-CHARLOTTESVILLE,LLC
CITY/COUNTY OF U,Wb44V;IV
STATE OF U�✓;
THE FOREGOING INSTFIMENT WAS ACKNOWLEDGED
BEFORE ME THIS _� DAY OF /u�cr�
2022 , BY— F,fql?t,,,r
FOR: GREENWOOD HOgE5.,CHARLOTESVILLE, LLC
NOTARY PUBLIC ,
REGISTRATION# 7j0?lQ3
MY COMMISSION EXPIRES : ac-L
APPROVED FOR RECORDATION:
AGENT FOR THE BOARD OF SUPERVISORS
NOTARY O
PUBLIC
n REG. #7807103 1 Q
p MYCOMMISSION •
?� EXPIRES ;: Z -
�y '• 10t31 t2023 C9
NOTARY SEAL
1,;,--2-
DATE
THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF PLANNING.
BY PLACING HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN
ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE
NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS
NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON
IS THEORETICAL.
A. THIS PROPERTY IS ZONED R15 RESIDENTIAL (AIRPORT IMPACT AREA OVERLAY DISTRICT(AIA)
& ZMA-201800019 WITH PROFFERS).
B. THIS PROPERTY IS IN THE JURISDICTIONAL AREA FOR WATER AND SEWER AND SHALL BE SERVED BY
ACSA PUBLIC WATER SUPPLY AND ACSA PUBLIC SEWER SYSTEM.
C. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE DATA, THIS PROPERTY DOES NOT LIE WITHIN
A WATER SUPPLY WATERSHED.
D. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE DATA, THIS PROPERTY DOES NOT LIE WITHIN
AN AG -FORESTAL DISTRICT.
E. SETBACK REQUIREMENTS:
FRONT= MINIMUM 5'FROM RIGHT-OF-WAY OR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF
RIGHT-OF-WAY.
MAXIMUM 25'FROM RIGHT-OF-WAY OR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF
RIGHT-OF-WAY.
BUILDING SEPARATION: MINIMUM 10'(UNLESS THE BUILDING SHARES A COMMON WALL)
SIDE MINIMUM: 5'(UNLESS THE BUILDING SHARES A COMMON WALL)
REAR: 20'MINIMUM
FRONT GARAGE: 1B'MINIMUM FROM BACK OF SIDEWALK
MAXIMUM BUILDING HEIGHT: 45' OR 4 STORIES, WHICHEVER IS LESS
BUILDING STEPBACK: FOR EACH STORY THAT BEGINS ABOVE 40' IN HEIGHT OR FOR EACH STORY ABOVE
THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15,.
F. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY
ZONING ORDINANCE.
G. UNLESS SPECIFICALLY DENOTED AS PUBLIC, THE STREETS AND OTHER REQUIRED IMPROVEMENTS IN THIS
SUBDIVISION ARE PRIVATE IN NATURE AND WILL NOT BE MAINTAINED BY EITHER THE VIRGINIA
DEPARTMENT OF TRANSPORTATION OR ANY OTHER PUBLIC AGENCY. THE MAINTENANCE THEREOF IS THE
MUTUAL OBLIGATION OF THE AFFECTED LOT OWNERS. FAILURE TO MAINTAIN THE IMPROVEMENTS IN
SUBSTANTIALLY THE SAME CONDITION AS ORIGINALLY APPROVED BY THE COUNTY MAY CONSTITUTE A
VIOLATION OF COUNTY ORDINANCE (S) .
8 22
AIRPORT
ROAD N
29
SEMINOL
TRAIL
WORTH
XING
VICINITY MAP -
NOTES:
LEAKE
SQUARE
SPRINGFIELD
ROAD
op
785
O�y��'T"
41
SITE
PRITCHETT
LANE
.
�O ..�.-
BRIAN S. RAY
Lie. No. 002281
649
06/13/2022
MOUBRY
PROFFIT
¢
%O
LANE
ROAD
SCALE: 1" = 2000'+/-
1. OWNERS,ADDRESS 6 LEGAL REFERENCES:
T.M.32-35
GREENWOOD HOMES-CHARLOTTESVILLE,LLC
6535 WOODBOURNE LANE, CROZET, VA 22932
D.B.5612-479, D.B.512-516 PLAT &
UNRECORDED PLAT BY ROGER W.RAY G ASSOC., INC, DATED APRIL 23,2019
2. THE EXTERIOR BOUNDARY DATA SHOWN HEREON IS BASED ON A FIELD SURVEY PERFORMED BY THIS
FIRM IN APRIL OF 2019.
(2019) DENOTES YEAR MONUMENTATION WAS PREVIOUSLY FOUND OR SET BY THIS FIRM.
IRON PINS TO BE SET AT ALL NEW LOT CORNERS. ALL IRONS TO BE SET BY DECEMBER 31,2022.
3. T.M.32-35 IS SUBJECT TO THE FOLLOWING:
A. EASEMENTS TO VIRGINIA PUBLIC SERVICE COMPANY(D.B.234-129 & D.B.233-426).
B. AN AGREEMENT TO MAINTAIN STORMWATER MANAGEMENT FACILITIES AND OTHER TECHNIQUES
(D.B.5556-346 THRU 354).
4. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON.
THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS AND/OR
COVENANTS THAT MAY EXIST.
5. TOTAL ACREAGE BEFORE THIS SUBDIVISION PLAT:
3.20 ACRES (UNRECORDED SURVEY BY THIS FIRM, DATED APRIL 23,2019)
LOTS 1 THRU 40= 1.82 ACRES
OPEN SPACE = 1.12 ACRES
R/W DEDICATION = 0.26 ACRE
6. THE ACSA PUBLIC UTILITY EASEMENTS ARE TO BE CENTERED ON THE AS -BUILT LOCATION OF
THE UTILITY.
7. THE PUBLIC DRAINAGE EASEMENTS ARE HEREBY DEDICATED TO PUBLIC USE.
B. THIS IS A STANDARD LEVEL CLUSTER DEVELOPMENT IN ACCORDANCE WITH SECTION 2.2 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE.
OPEN SPACE CALCULATIONS:
TOTAL PARCEL AREA= 3.20 ACRES
AREA DEDICATED TO VDOT (PROFFIT ROAD R/W DEDICATION)= 0.26 ACRE
25% OPEN SPACE FOR CLUSTER DEVELOPMENT= 0.80 ACRE
TOTAL OPEN SPACE PROVIDED= 1.12 ACRES
9. THE R/W DEDICATION (11. 198 SF)SHOWN HEREON IS HEREBY DEDICATED TO THE COUNTY FOR PUBLIC
USE.
10. THE HOMEOWNERS ASSOCIATION SHALL OWN ALL OPEN SPACE PARCELS.
SUBDIVISION PLAT
LOTS 1 THRU 40
PROFFIT ROAD TOWNHOMES SOUTH
LOCATED ON STATE ROUTE 649(PROFFIT ROAD)
ABOUT 0.2 MILE EAST OF U.S.ROUTE 29(SEMINOLE TRAIL)
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY,VIRGINIA
SCALE: 1 " = 30 ' DATE: JUNE 8, 2021
REVISED: JULY 19, 2021
REVISED: SEPTEMBER 9,2021
REVISED: SEPTEMBER 15,2021
REVISED: FEBRUARY 25,2022
REVISED: APRIL 27,2022
REVISED: JUNE 13, 2022
FOR
GREENWOOD HOMES-CHARLOTTESVILLE,LLC
ROGER W.RAY 6 ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
GL RAYSURVEYING.COM SHEET 1 OF 3 14740H
LINE
DELTA
RADIUS
Cl
19 °03' 56"
20.50
C2
19 °19' 13"
31.00
C3
21'00'50"
126.50
C4
55°05'18"
5.68
C5
54 °16' 34"
5.50
C6
9°36'05"
223.50
C7
90 °03' 34"
13.00
C81
43*06'01"
22.00
C91
16 °23' 32"
30.50
C10
39*15'34"
15.00
Cill
48°35'31"
24.00
C12
1 °33'45"
451.00
C13
2°32'39"
451.00
C14
1'29'44"
451.00
C15
84 °23'42"
16.00
C16
20'29'51"
174.50
C17
34'34'53"
13.00
C18
89°05'44"
26.00
250 ' A YJI AG
Ep Ems:_ --
POLE
IF-
(2019)
t
i
VARIABLE WIDTH
EMERGENCY -
ACCESS EASEMENT
20'PRIVATE DRAINAGE
EASEMENT (SEE SHEET 3)
ARC
TANGENT
CHORD
6.82
3.44
6.79
10.45
5.28
10.40
46.40
23.46
46.14
5.46
2.96
5.25
5.21
2.82
5.02
37.45
18.77
37.41
20.43
13.01
18.39
16.55
8.69
16.16
8.73
4.39
8.70
10.28
5.35
10.06
20.35
10.63
19.75
12.30
6.15
12.30
20.03
10.01
20.02
11.77
5.89
11.77
23 57
14 51
21 49
CHORD BEARING
N10 °14'27"W
N10 °00' 39"W
N10'09'23"E C I
N05 °00' 08"W
N04 °44' 11"W PROFFIT ROAD TOWNHOMES NORTH ¢0
D.B.5602-38 THRU 40 PLAT <
co a
N17°36'06"E I I _jIr
N57'49'51"E I �1 LOT i <
S20 °29' 34"E I LOT �, LOT
S00 040'51"E LOT LOT i LOT , LOT , 5
S41 54' 15"W I 2 ' 3 4
N01 °53'31"W
S21 °37' 15"W OPEN SPACE p-�ION
S19°34'03"W �_ R/W DEDTHRU 40 PLA
S17°32'52"W D 8 5602-38
S25 °23' 5611E
LINE
BEARING
DISTANCE
L1
N11 °59'00"E
6.88
L2
N06 °38'14"W
6.40
L3
N00 °00'42"W
5.44
L4
S76 °33' 30"W
0.50
L5
N77 °08'23"W
4.56
L6
N67 °35'49"W
3.79
62.43 7.85 31.55 4.05 67.73 N84 °53' 18"W 649 RAW DOD�NRo 6 3 PLAT
40.43 25.59 36.48 N23 °05' 17"W sT ATE ROUTE 307 •5q N POLED B •2303_63
39"E ICAT.ION:..:;:: ::_:;:: ;;::•:••:.•..•.•
576
POLE::;'::: ;:::::::•. : : :::::::::
OF T RT ROAD6EM�NT,:::::::::::•.' :::::_ 36.58'
(PR -DIVE EA � o UTIL.• ;: . •:
7.
15' PRESGRIP::. •:. •:.:. • . - VERHEAD VIRG :: 305.37 ' 00 20 00
tco
o :. ; : : • : • ::: ; : oLOT T ENT (DLLo
17 50 , 30 Uy
�r:::r-:::: :::; ;: : GAS LINE EASEM 20 00, 30 rt�f1 o N C• O r �=• o
cv;:.:;.::. :.::.;:• :. ::::• :•; 15' 2O 00' O r <C � tAN q in
ram•:••:••'••' 23' E:;:::.
28.83' o N I �. 1 cn d `� cn w W cl
N:: ; . , A8.32 ' Li- o N o C. V 1 I O w W �+ crn ~O Loo
i ;34 : 28 . 30;� o r OV I w II �' J
r, ' ��- O ,� r 1: N m r
22 o v c'0 w N m Lo Lo
°
� Cn w r
WELL • 1 oq i U co w 1- 'r•� v I I r N N, dj z
i m ACSA VARIAB• E ,�� r �, z
' m WIDTH PUBLI m on y- I N I O Z J ,2p 76,
m UTILITY N �-. N O I z 1 J 00,2o,00ti 3
N v EASEMENT , �' 1-' N O `' --j I r ^20 _ ._
' ,(SEE SHEET 3)'•� N a'
J z J Z --� Z _ ' /3p 50. 30.50 \ \ pcSAWIDTH �n
N i1 N01454919"W A0' 28. 00 20 p0 ISO oq f VARIABLU-TILITY coo p
L4 18' 20. - < v PUBLIC ENT
`\S67 °35' 5211E cn> _ - ,08 23;,'W m SEE NET 3) Oj
11.43 - - N77 E .EMENT
1� BRINDLE LA ACCESS Ep,S \ \ c \..
_ _ ` _c1N _ �_ PRIV q
,- - -- TH �� p8 -,E 00 0 7
N67 °35' 52„W -A . o u�� \ E WID i S77 ° _ 23: _ 20 . 2p 13
13.77' -N �o p� VARIABL �Zc�����-%.._.. Oo, 20.00' u_
D 0 U- Ctl o U -
-•I F
(2019)
20'PRIVATE DRAINAGE
EASEMENT (SEE SHEET 3)
S67°35'52"E 62.70' �\, \ i�PS;"'31 87 20.p0 2 u_ !l1 0 �. �Ln IS
- - - - - - ''� �2 % 2�PG����� , ,\ :12 • LL. (�I1 o to �o O N OQ co O 17 (2019)
co S22 °24' O8"W C' �.•� �PP��C 5 �' N o to o C. O N <T c° tD 3 r0
6.50 1S �. `5 O N d m Lo 3 O N to
N CO S67 °35' 52"E J i •- N O N 'CT co Lo
m LOT 40 6.22' v\ i \ ' 3 3 tD
2, 580 SF \ \ co
N67 °35' 52"W 85. 84' \ \ v i N m cn Lo
0 cn
LOT 39 Ncn
cu 1, 728 SF " i
\ 47,5' i\ O i'n O N J J 143.3
N67 °35' 52"W 86.83' N i i \ J gq, J B' 23" _ _ -
0 _j ,N22 24 ' 06 " E , \ L=2 S77 0 _ - - - - - _ ao 39 -
LOT 38 u ; 11.45' L_2.52' _ _ - _--- -- p0 20•p0 co
N 1, 739 SF s L5 _ --- --- oo' 20 00
�, " 0 50 �n
N67 °35' 52"W 87.00' i \ \ i v L6 = - 20o0 20.00 _ - _ 1q1'- -I N m
! Z �, / 21.11 23„W
LOT 37 r m iN77 °08 I
m 2, 498 SF co a i =w i �( N22°24'08"E
LLI VARIABLE WIDTH
N N �j ~O a I 10.14' SWM FACILITY
3 W i I C)
N6735'52"W 87.00' OPEN SPACE EASEMENT m
w 48, 982 SF (SEE SHEET 3) 1
in in i Q l w i co ( INCLUDES I Go
577 °08' 23"E
15.78'
- 6'PEDESTRIAN
ACCESS EASEMENT
LOT 36 VARIABLE WIDTH I 15'NONEXCLUSIVE RIGHT OF
2, 780 SF m : o H a �/ N ACCESS I INGRESS AND EGRESS
u M w N EASEMENTS) TO BE EXTIN U S)HED
N67 °35' 52"W 87. 00'
0
3
co
•aa N
! Q N22j 24' 08"E
567 °35' 52_E 131_34'
0
LOT 35
..
_ _ _
' � 17.50'
_
1, 740 SF
N
N�
�� 17.53'
20,00' 20.00' 20.00' 20.00' 33.81'
c0u
N''
a'S67 °35'52"E __ __
13.50'
_ _S67'35_52"E ______ 1-- 92' _____ ___
N67 °35'52"W 87.00'
0
LOT 34
o
0
m
, -
i 4 7' I i I J 0'
----- ------ ------------------- -
LL LL LL LL
a
1, 740 SF o cn Lom � m
N N i I l coy? m m m 6 PEDESTRIAN
' N67 °35' 52"W 67.00' ` I ; I �; cD �; cD �; Lo �i cD �; ACCESS EASEMENT
w o LOT 33 0 : N23 °00' 14"E: I oo (1J co N Cu 00 N w
' 41.70i cD w LDi cD �cD 1J
co 1�740 SF o cncn
N N i ao Co m N
�N673552W 87.00o
N Lo
N67 °35'52"W I ! I F-00 co rn v O v F-N cv
cv 21. 02' O !N66 °59' 46"Wi I O cu N r+ oU Cu ;U O q to
z N23 °35 ' 54 "E 0.50 ' 1 -� cal cv cu F- N F- 0.1 F-- cNv J c\u
1.00' LOT 32 2 :N23 °00' 14"E_.. j z O z 0 z 0 z 0 z ^ T. M.32-29D
2, 286 SF 5.73' 1 J J J J I MAPLE GROVE CHRISTIAN CHURCH
i cu A 'N17°37'55"E D.B.2303-626, 630 THRU 633 PLAT
N67°35'52"W 54.51' v`~ ! I 129.66' 20.00' 20.00'_ 20.00' 20.00:
16� 45' _ - -- _25.86' . 1406-131 PL
AT
LAT
._.. .._.._.._.._..------••-•--••-•--------•--..: -- ---- '-------.._.._..� ._.._.._.._..-----.._.._.. D B 0 1 1 1 PLAT
i N67°35'52"W 135.52' 0.B.781-200
I D.B.294-555 PLAT
Q; CALICO COURT I I ACSA VARIABLE WIDTH m
VARIABLE WIDTH PRIVATE ACCESS EASEMENT PUBLIC UTILITY EASEMENT 0
v (SEE SHEET 3) �
i I S67 °35'52"241.63'
� _.._.. .._.. E•- -- i I ,
25.49' 20.00' 20.00' 20.00' 35.51' l i1 136.50' 20.00' 20.00' 20.00' 24.33'!a, i
• iJ
! m
! I ! w LL S67 °35' 5211E GRAPHIC SCALE 1 "=30 '
LL LL LL ! I ! o_ = I U U cn - 20.95 '
LL U cn cn ! I N i cn I I- lt7 LO
m • w �-+ m
coo cD co (D 00 tOD i ICTI ! 1-- m 1 (mV m t� w LLD co to m LL 0 30 60 90
(�D m rn O m CU I ! F- 1 3 3 3 ri 3 N
i Lo rn O m O ! 3 i 3 Z 1 (rj rl 00 co Ol
m r; 3 ,N 3 W-i 3 cn i 1 o i J w I o 0 0 O F-- O Lo SCALE: 1" = 30 '
N 00cu CC) 0 0 ; 1 'mcn Cll m `� CV b' O V DATE: JUNE 8, 2021
co o O cu N co N N N ¢ w j cu `�" N °cNu N N F- cv --� cn REVISED: JULY 19, 2021
m N m N N N I N ��I- I F- cu 0 cn ~O (n O cn REVISED: SEPTEMBER 9, 2021
N F- N ~o N cu O r ul J 1 J m J J -� REVISED: SEPTEMBER 15, 2021
O co _j m _j J -� 1 REVISED: FEBRUARY 25,2022
-� <1 20.10' 20. 10' 42' 19 IF REVISED: APRIL 27, 2022
I 136,67' 20.10' 260 75' (2019) REVISED: JUNE 13, 2022
20.10' 20.10 20.10' I
IF 25.61' N73°14'56"W I ROGER
BERKMARSCOURTINC
(2019) 1 EXISTING 20'SANITARY CHARLOTTESVILLE,VIRGINIA 22901
T.M.46B4-5A I SEWER ESMT(D.B.5301-396)
TELEPHONE: 293-3195
ROBERT G.PETCHEL & KATHLEEN O.PETCHEL I
D.B.4296-686,D.B.1685-11 & 12 PLAT I I RAYSURVEYINYING.COM
D.B.1069-28 & 29 PLAT & D.B.955-443 PLAT 1 EXISTING 20'DRAINAGE
GL ESMT(D.B.5521-240) SHEET 2 OF 3 14740H
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
AC1
8*31'24"
190.00
28.26
14.16
28.24
N00°12'31"W
LINE
BEARING
DISTANCE
I I LOT
w , LOT I 7 _�--
�, , LOT I LOT I I LOT li LOT , 6
I o 1 2 1 LOT , 4 i 5 I
1 - 3
T 1
N55 °39'46"E
10.08
T2
N42°44'57"E
10.66
T3
N75 °07' 40"W
10.34
T4
N60 °23'49"W
10,00
-
' 1 i OPEN SPACE �.-�" - W DEDZCATZgp pLAT
D g 5602-38 THRU
`+ LOT 59 -�"
30y .5Q
.••:�•: fir:::.::..:::::
ID
576°50 3 9 ..• :• :•:: y:::::;::::::::::• .: ;. , IF
(2019)
Rou
TE 6,49
S1A � FIT ROAD •...•• � • �� �•.��•��•�•••�•••...•. LIN. ..•.....;::�:.•..•���� �•'•'
�pRpF VE EASEMENT .:::::::::::::•.��:��:���� ::�:�'`�:��::�::�������•'':�' ��• ••UTI�ZTY ;:�::105.20''��....••..:....
SCRIPTI.:.::.:,...,.•::•::•:�=::::::::::::::::�::��::��•�:•'.:�.••.�:�:�OVERHEAD:::::::: 1 gg' •�: ::.
ram::;;::::::::::: ;::: ••.: ' ::•:•••:::::::::::::: ':.113•..•
I
200
3„E.::.•:;:::;::;:: Q. io u�l ``' I� co
S77 TOTAL':: o I vWl �- 1- O
37 cD 0
305 .:..33N • 20 p 1 ' I ►-+ al Ncn
IP t- O J co �,
7113, A. �.In ',� to I mu.►1 ov ►r" J J
26.76A43 ? 2.19A '•a is CV r ~Oaujl J
\ wi ~O O J ml Qoalz o
O J J I N HI A62 cu
rn �, J cvI N al A58 co
I I rn a4 . a
cp
OPEN SPACE ���' , ��`9 A50 m (�, a - �'A60 20' PRIVATE M
DRAINAGE o co
a4 ° a - S 33 EASEMENT m co
H�� 20'PRIVATE w <�q�� _ �,=p,52i' p2 G �.��i'<�� 63 ��,90"F9 c`nn
J co DRAINAGE s F i' ti Q 0\,P 4 66 A65 \�
H �° o EASEMENT `,�T �q��' AAB /' A�'�c0 F' a a-
Lo
01
o- -
ot-� 'L1, �
a A _
a
'3
L-- - - - - --
- P. m 6 0- Q, ra
i F A80 ra
�a
A7 6
N67 °35' 52"W 65. 04' a�
�
LOT 40 \ �P�� • ''
\
'�
v
�'
In. \' A84
\ Q!2o \
-A85
!UD
c�
N
F-•'
~
O
6�
i
�o \
i Q O
0)`�
O
h-'
J
0
1
J
488
20' PUBLIC A34�
LOT 39 DRAINAGE o 0 �, s� \\!
m
b
�-A87 O O
►�
J
J
EASEMENT
m:
\ J
J
. A3\\
LOT
38
!
i \
\ s
58.19'
Q!
�c�gi�o, ��U
---
_____5_2._34'
S67 °29' 13"E
'
`i0,1 S9.
44'
110.53'
I
LOT
37
z �ti
Z
I _ w
i
AQ
j
OW i I N22 °23' 35"E
I
I cu QU
a;
3W irn 12.28
VARIABLE WIDTH
A284
uj is
SWM FACILITY
I Z
LOT
36
aH ; /
EASEMENT
o L
[!>
N
< C-) cv
I cn
A261
UJ /i ti
N67°35'52"W------105_02----_I
°-
LOT
35
P�
am / ; ory
/
ab 4
I a ti
A24:
LOT
34
N:
I !
I ti
41
cD I I
3
A o?�
I
(
m I `1'�
co
I"r,
Cn
O
cu
e•i
N
co
LOT
33
a
W I
MN
O
O
O
u
(J
IN
Oo
p
J
A20:
A91A92
z
o
LOT 32
�'
a!
m / m.. _
cv A90
_�.1 93
0
0
0
0
co
0 to
!
zl
I !rn a
A97 m
a
A101a
a
A105 a
N
I
oN
I is
.
a
1
_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..�
A18
a.._..
w i A95
o-.._.._.._.._.. _.._.._.._..
A99 A103
�.._.._..
A107
c �, 2~ 6.50 ' IT.
o ACSA
VARIABLE WIDTH
170
0 PUBLIC
UTILITY EASEMENT
Nmi .0 N
m
r- 0 m
o
A17
�� A13
A9
N
z 1 m ac' a
_.._.._.._..:-
}
a
a a a
m
A108
0a
o- -b�,
YO.._.._.._..�o
- or, -
o-�.._.._..a 0.
bQ A5 v; A122 'a -
A118
0 - A114
r,o-
A15 a a
ab
A11 a A7
I
QI A120
4116 I
jrn
o
co
�n
3 50'
11. 50
I
'
' m '
; N 10.00
N!
IQ
co
Ion
5.00 '
¢
<j
a°A 111�1
m
I
o
i cv rn
mi I`r CO
N
Crl
m
N
co
N
J
J
J
H
O
100.41'
N73°14'56"W
a i
I 0 co
:17 (D I
EnZ
W
I
I 3
w =
;�, m 3
I¢ rl,
= W
I-
N i
l 00 N
I o
j I m
�
OHW
3
O i
L0
I� °
IN
WF-
JH
J!I°
I
vIn!
IN z
«I
tiI I�
I
rLQ
z6. )IT4
a;
¢v
, T3
a a i
>LL
20'
CU
F-
O
J
W
ca
A126 3. A9'
gn 47'
N
Lo
t0
Cu
N
N
i-
F-
H
O
O
O
O
J
-13=�
260.75'
T. M.46B4-5A GRAPHIC SCALE 1 "=30'
ROBERT G.PETCHEL & KATHLEEN O.PETCHEL
D.B.4296-686
D.B.1685-11 & 12 PLAT
D. B. 1069-28 & 29 PLAT 0 30 60 90
GL D.B.955-443 PLAT
IF
(2019)
IS
in (2019)
rn
COURSES ALONG ACSA VARIABLE
WIDTH PUBLIC UTILITY EASEMEN
LINE
BEARING
DISTANCE
Al
N29°01'02"E
23.11
A2
N48°26'48"E
7.75
A3
N22°24'08"E
62.48
A4
N22'24'08"E
8.36
A5
N67°35'52"W
20.35
A61
S22°24'08"W
3.36
A7
N67°35'52"W
9.99
A8
N22°24'08"E
3.50
A9
N67°36'06"W
30.00
A10
522'33'29"W
3.50
A11
N67°35'52"W
9.99
Al2i
N22°24'08"E
3.44
A13
N67'46'55"W
18.34
A14
S22°24'08"W
3.36
A15
N67°35'52"W
9.99
A16
N22°24'08"E
3.50
A17
N67°35'52"W
7.33
A18
967°35'52"E
96.00
A19
N22°24'08"E
33.33
A20
N67°35'52"W
3.00
A21
N23°07'06"E
10.00
A22
567°35'52"E
3.00
A23
N22°09'49"E
30.00
A24
N67°35'52"W
3.00
A25
N22°24'08"E
10.00
A26
S67°35'52"E
3.25
A27
N21°59'40"E
35.11
A281
N67°35'52"W
3.01
A29
N22'24'08"E
10.00
A30
S67°35'52"E
3.09
A31
N22°18'19"E
45.72
A32
N66°33'56"W
3.10
A33
N21°06'21"E
9.77
A34
S68°50'46"E
4.00
A35
N21°06'12"E
30.20
A36
N07°06'23"W
1.04
A37
562°51'37"W
6.62
A381
N07°08'23"W
10.00
A39
N62°51'37"E
8.62
A40
N05°55'25"W
9.71
A41
N24'01'37"W
26.05
A42
N24°01'37"W
40.85
A431
N19°01'28"E
3.68
A44
524°01'37"E
26.53
A45
N14°26'48"E
21.23
A46
S14°26'48"W
23.57
A47
S23°59'27"E
24.31
A481
S77'08'23"E
23.11
A49
N12°51'37"E
5.50
A50
577°08'23"E
10.00
A51
S12°51'37"W
5.50
A52
S77°06'23"E
30.00
A53
N12°51'37"E
5.50
A54
S77°08'23"E
10.00
A55
S12°51'37"W
5.50
3
Cu
rn
cu
cf)A73
s J
an-
�um
<< cO
z a a I--
0 CLao-J
cn~ --.- "cv
f-iNCO-""m
`nu(o(o.�,��
�w vomrn
i->(o"� ,N
��mm�m
c�moo o
Lum
°-N
BCD
Q
LINE
BEARING
DISTANCE
A56
S77 °08' 23"E
50.00
A57
N12 °51' 37"E
5.50
A58
577 °08' 23"E
10.00
A59
S12 °51' 37"W
5.50
A60
S77 °06' 23"E
30.00
A61
N12 °51' 37"E
5.50
A621
S77°08'23"E
10.00
A631
S12°51'37"W
5.50
A64
S77°08'23"E
15.78
A65
N77 °08' 22"W
30.00
A66
N77°08'22"W
6.27
A67
512 °51' 37"W
3.00
A68
N77°08'23"W
10.00
A69
N12°51'37"E
3.00
A70
N77°08'23"W
30.00
A71
S12°51'37"W
3.00
A72
N77°08'23"W
10.00
N12°51'37"E
3.00
LINE
BEARING
DISTANCE
A74
N77°08'23"W
30.00
A101
S67°35'52"E
10.00
A75
512°51'37"W
3.00
A102
S22°24'06"W
2.50
A76
N77°08'23"W
10.00
A103
967°35'52"E
30.00
A77
N12°51'37"E
3.00
A104
N22'24'06"E
2.50
A781
N77°06'23"W
29.81
A105
S67°35'52"E
10.00
A79
S12°51'37"W
3.00
A106
S22°24'08"W
2.50
A80
N77°08'23"W
10.00
A107
S67°35'52"E
20.71
A81
N12°51'37"E
3.00
A108
N67°39'02"W
20.02
A82
N77°06'28"W
4.76
A109
S22°22'16"W
16.48
A83
522°24'08"W
17.37
A110
S22°22'16"W
3.69
A841
S67°35'52"E
5.86
A111
N67°35'52"W
10.00
A851
567°35'52"E
5.66
A112
N22°24'08"E
11.69
A86
521'4i'23"W
20.00
AM
N22 °24' 08"E
8.44
A87
N67 °35' 52"W
3.73
A114
N67°35'52"W
30.47
A88
N67°35'52"W
8.05
A115
S22°24'06"W
3.38
A89
S22°24'08"W
168.81
A116
N67°57'21"W
10.00
A90
567°35'52"E
8.01
A117
N22°24'06"E
3.50
A91
S67°35'52"E
10.99
A116
N67°50'11"W
30.00
A92
521°36'51"W
2.16
A119
S22°24'08"W
3.38
A93
567°35'52"E
2.00
Al2O
N67°35'52"W
10.00
A94
522°30'19"W
16.50
A121
N22°24'08"E
3.50
A95
967°35'52"E
13.03
A122
N67°35'52"W
31.33
A96
N22°24'08"E
2.50
A123
S22°24'08"W
8.50
A97
567°35'52"E
10.00
A124
S22°24'08"W
67.11
A98
922°24'06"W
2.50
A125
S48°26'48"W
8.95
A99
567'35'52"E
30.00
A126
S29°01'02"W
15.1411
A100
N22°24'06"E
2.50
SCALE: 1" = 30'
DATE: JUNE 8, 2021
REVISED: JULY 19, 2021
REVISED: SEPTEMBER 9,2021
REVISED: SEPTEMBER 15,2021
REVISED: FEBRUARY 25,2022
REVISED: APRIL 27,2022
REVISED: JUNE 13, 2022
7i
��f Z
ROGER W.RAY & ASSOC., INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
SHEET 3 OF 3 14740H