HomeMy WebLinkAboutSUB201600044 Plat 2016-07-15T.
1
i
Gibe
SURVEYOR'S STATEMENT
I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL
REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF ALBEMARLE
COUNTY, VA REGARDING THE PLATTING OF SUBDIVISIONS WITHIN THE COUNTY
HAVE BEEN COMPLIED WITH.
STATEMENT OF TITLE TMP 's 56-36 & 56-36A
THE LAND SHOWN WAS OBTAINED BY SM CHARLOTTESVILLE, LLC BY DEED DATED
9/4/2015 AND RECORDED AT D.B. 4670 PG. 346, AND TO THE BEST OF MY
KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF
SUBDIVISIONS.
STATEMENT OF TITLE TMP 56-35
THE LAND SHOWN WAS OBTAINED BY LUCKY CREEK, LLC BY DEED DATED
6/30/2011 AND RECORDED AT D.B. 4054 PC. 216, AND TO THE BEST OF MY
KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF
SUBDIVISIONS.
AREA SUMMARY
VICINITY MAP (1" - 1000'i) COURTESY GOOGLE MAPS ORIGINAL AREA TMP 56-36
18.437 ACt
(SEE NOTE
15)
ORIGINAL AREA TMP 56-36A
3.098 AC
V4
SUBDIVISION PLAT
ORIGINAL AREA TMP 56-35
32.129 ACJ=
(SEE NOTE
15)
PARCEL A TO TMP 56-35
1.059 AC
PARCEL B TO TMP 56-36
1.116 AC
PARCEL C TO TMP 56-35
0.666 AC
ADJUSTED AREA TMP 56-36
20.926 AC+
(SEE NOTE
15)
ADJUSTED AREA TMP 56-35
32.738 ACJ=
(SEE NOTE
15)
NOTES:
1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES
ON THE PROPERTY SHOWN HEREON AND SAID PROPERTY MAY BE SUBJECT TO INFORMATION DISCLOSED ON A TITLE REPORT BY A LICENSED
ATTORNEY.
2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK.
3. FOR TAX MAP PARCELS 56-36 & 56-36A, THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE OF THIS
PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY, THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS
SHOWN, SUBJECT TO NOTE 1.
4. FOR TAX MAP PARCEL 56-35, THIS PLAT BASED ON PLAT OF SURVEY RECORDED AT D.B. 3838, PG. 595. NO NEW BOUNDARY SURVEY PERFORMED
AS A PART OF WORK FOR THIS PARCEL OTHER THAN PORTION BOUNDING TMP 56-36. THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS
EXCEPT AS SHOWN, SUBJECT TO NOTE 1.
5. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A" FOR A 100 YEAR FLOOD AS SHOWN ON
FEMA MAP NO 51003CO237D, EFFECTIVE DATE 2/4/2005, EXCEPT FOR AREAS SHOWN HEREON SHEET V2. THIS DETERMINATION HAS BEEN MADE BY
GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT.
6. THESE PARCELS ARE ZONED R1 -RESIDENTIAL.
7. ALL NEW PUBLIC STREET RIGHT-OF-WAYS SHOWN HEREON ARE HEREBY DEDICATED TO PUBLIC USE.
8. ONLY ONE DWELLING UNIT PER PARCEL.
9. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
10. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
11. THESE PARCELS LIE WITHIN THE LICKINGHOLE CREED WATER SUPPLY WATERSHED.
12. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY,
13. THE NEW LOTS AS SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER.
14, THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY.
15. OPEN SPACE PARCELS TO BE OWNED & MAINTAINED BY CHESTERFIELD LANDING H.O.A.
16, THE MINIMUM BUILDABLE LOT SIZE FOR THIS DEVELOPMENT IS 20,000 SF (0.459 AC.).
17. ALL NEW PROPERTY CORNERS ARE TO BE MONUMENTED WITH IRON PINS UNLESS OTHERWISE NOTED.
18. FOR PORTIONS OF TMP 56-36 AND 56-35, BOUNDARY FOLLOWS CENTERLINE LICKINGHOLE CREEK AS IT MEANDERS. COURSES SHOWN FOR
BOUNDARY AND AREA CLOSURE PURPOSES ONLY, AREAS MAY VARY AS CREEK IS LOCATED, AND ARE SHOWN APPROXIMATED.
19. THE MINIMUM BUILDING SETBACKS ARE:
25' FROM EXISTING PUBLIC R/W
25' FROM INTERNAL ROADS
10' FROM SIDE PROPERTY LINES
20' FROM REAR
STATEMENT OF CONSENT TO DIVISION
(TMP 56-35)
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, BEING
RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE
COUNTY IN DEED BOOK 4054, PAGE 216, ALSO KNOWN A5 TAX MAP 56
PARCEL 35, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
LUCKY CREEK, LLC (AGENT/REPRESENTATIVE)
STATE OF VIRGINIA
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
BY
ON BEHALF OF LUCKY CREEK, LLC
THIS DAY OF 20
MY COMMISSION EXPIRES:
SUBDIVISION OF ADJUSTED TMP 56-36:
LOTS ...................................... 11.573 AC (25 LOTS)
PUBLIC R/W .......................... 1.257 AC
OPEN SPACE ......................... 8.096 AC
-----------------------------
TOTAL.................................. 20.926 AC
COUNTY APPROVAL
AGENT FOR THE BOARD OF SUPERVISORS DATE
STATEMENT OF CONSENT TO DIVISION
(TMP's 56-36 & 56-36A)
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, BEING
RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE
COUNTY IN DEED BOOK 4670, PAGE 346, ALSO KNOWN A5 TAX MAP 56
PARCELS 36 & 36A, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRE OF TIME UNDERSIGNED
OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
SM CHARLOTTESVILLE, LLC (AGEN T/REPRESEN TAT] VE)
STATE OF VIRGINIA
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
BY
ON BEHALF OF SM CHARLOTTESVILLE, LLC
THIS DAY OF - 20—
MY COMMISSION EXPIRES:
10:1211vaiilhippA
V1
COVER SHEET
V2
EXISTING BOUNDARY CONDITIONS
V3
BOUNDARY ADJUSTMENT
V4
SUBDIVISION PLAT
V5
SUBDIVISION PLAT
V6
EASEMENTS
V7
EASEMENT TABLES
� ALT 1T 0 `
C
v KRISTOPHER C. WINTERS
No. 2492
[lzI tale
d suv�
u
W
g�
z
0 4r aw 5
cn j v0 � 8
4 ILcid co
_
O
W cc
°t
lu
n J k. Z
t t icLV
� a�
W
W
ao
W
PROJECT NO: $632
SHEET NO:
v 1
1 OF 7
UIx
U+ x
z
DATE: JANUARY 21, 2016
m
c
to
Y
C..7
co
w
D
Ln
C)
W
W
�a
f�
�
W
W
�
�
0
w
o
Q
PROJECT NO: $632
SHEET NO:
v 1
1 OF 7
UIx
U+ x
z
DATE: JANUARY 21, 2016
c
co
D
Ln
W
W
f�
�
W
�
0
w
-1
~�
a—
PROJECT NO: $632
SHEET NO:
v 1
1 OF 7
UIx
U+ x
z
DATE: JANUARY 21, 2016
LEGEND
SBL
BUILDING SETBACK LINE
IPF
IRON PIN FOUNT]
TMP
TAX MAP PARCEL
DB
DEED BOOK
R/W
RIGHT-OF-WAY
SF
SQUARE FEET
AC
ACRES
N/F NOW OR FORMERLY
Line Table
Line
Direction
Length
L1
S 38'01'11" E
22.05'
L2
S 68'41'45" E
49.17'
L3
5 4356'45" E
41.74'
L4
S 78'23'40" E
94.22'
L5
N 75'14'28" E
107.60'
L6
N 6113'42" E
93.67'
L7
N 7349'16" E
44.24'
L8
S 55'15'36" W
26.88'
L9
S 12'42'33" E
84.70'
L10
S 83'11'25" W
25.84'
L11
5 23'05'38" W
22.08'
L12
S 39'24'39" W
29.18'
L13
S 06'50'53" W
52.24'
L14
S 60'08'23" W
62.69'
L15
S 28'42'20" E
19.77'
L16
S 50'39'36" W
70.07'
TMP 55-37
N/F ANN C. STANLEY, TRUSTEE
U/T ANN C. STANLEY REVOCABLE TRUST
Q.B. 4563 PC. 539 IPF ® 966.51'
D.B. 984 PG. 65 (PLAT) IPF @ 876.64'
nIPF @ 12.64'
,
108.65'
`1 n
I �
J !
'P CP
i O �
'Y IPF
r- o
IPF
r r, IPF
c> ,
MEADOWS OR
i
r �
I
N 28'16'10"E
39.46'
IPF @ 456,40'
TMP 55-36A
3.098 AC.
N 76'02'26"E
6.34' ,
982.66
A
'I
1� SSMH
i
APPROxIMATE LOCATI
552'40'58"E
90.48'
FAPPROXIMATE LOCATION CENTERLINE LICKINGHOLE CREEK
1 �S15'53'14"E
f 133.97'
LS51'32'55"W
111.88'
518'22'58"W
75.13'
_519'24'15"E
102.35'
540'49'1 O"E
166.69'
S79'35',31 "E
198
64
FROM POINTS "A" TO "B", BOUNDARY
FOLLOWS CENTERLINE LICKINGHOLE
CREEK AS IT MEANDERS.
COURSES SHOWN FOR BOUNDARY AND
AREA CLOSURE PURPOSES ONLY.
(SEE NOTE 18)
TMP 55-3511
N/F TERRY L. CHERYL L. PLUMMER
Q.B. 4573 PG, 629
r
t
1
_ I
1� NB3'13 24"E -
184.67'
TMP 56-36 �s ��
18.437 AC.f 30' RWSA SANITARY `x.94--- 65.98' 28 . C4 L
(SEE NOTE 18) SEWER EASEMENT SSMH 100 YEAR FLOOD LIMIT & STREAM BUFFER
IPF (a 2514' B SEE NOTE 12}
•�Q.B. 829 PG. 41 �
A5 SHOWN ON PLANS FOR CHESTERFIELD
N o LANDING SUBDIVISION BY SHIMP ENGINEERING,
w ,; ` LAST REVISION DATED 1/7/2016
441.77' _ --
S87'O7'06"W IPF - ----------
24" STUMP ------
._ --. TMP 56-35
3,2.1,29 AC.f -
BOUNDARY FOR TMP 56--35 BASED ON - k3m NOTE 18)
PLAT OF SURVEY RECORDED AT D.B. 3838,
PG. 595. NO NEW BOUNDARY SURVEY 'IV'
PERFORMED AS A PART OF WORK FOR
THIS PARCEL OTHER THAN PORTION
BOUNDING TMP 56-36.
(SEE NOTE 18)
N7779'O7•'IN
5�2- ,fig"w
2a 1 N25 -03'27'W_/
TMP 56-35E 121.89'
N/F ROY LESTER OR PAMELA SUE TOMBS
D.B. 823 PG. 580 -
Curve Table
Curve
Length
Radius
Deita
Tangent
Chord
Chord Bearing
C1
227.81'
444,17'
29'23'08"
116.47'
225.32'
N 13'34'35'° E
C2
227.59'
1652.81'
753'23"
113.98'
227.41'
N 05'03'37" W
C3
190.78'
1255.63'
8'42'19"
95.57'
190.59'
N 13'21'28" W
C4
22.95'
313.40'
4'11'43"
11.48'
22.94'
N 00'42'36" E
FC5
46.29'
130.91'
20'15'34"
23.39'
46.05'
N 07'19'20" W
TMP 56-35H
N/F KOSTAS J. ALIBERTIS
D.B. 1523 PG. 79
/ L11
A'6 . L12 L10
L13
/ X5( L15
7TMP56-35C2
N/F JAMES H. RAMSAY
i
D.B. 1679 PG.688 ,
/ TMP 56-108A ,
N/F JUDITH S. HERRING
D.B. 666 PC. 109
i! 1 !! 401 601
■ ■ ■ ■ ■
!!
N w � �
N c W
�aoco
�z
aw s
4 00
4z
Vt �
W D z
°! ,
00
TMP 55H -01-A4 n 14 Z w
N/F ALBEMARLE COUNTY D �
it t
U�
D.B. 3386 PG. 412 � y 4 W
W
aoLZU
PROJECT NO: 8632
�NLTH op
❑`� L� SHEET NQ:
U KRISTOPHER C. WINTERS V2
Na. 2492
r hr/r 6- 2 OF 7
Y y� SUR DATE: JANUARY 21, 2016
W
U
Q
�
Q
m
Q
,n
w
W
Y
U
w
►n
W
Q
u.i
v
W
TMP 56F -01-A
F-
a
uj
Q J
W�
�4
�
v
N/F CORY FARM
R�-
U)
W
HOMEOWNERS ASSOCIATION, INC
m
z
D.B. 1597 PG. 209
w
W
-L9
0
a
CN
Ti
PROJECT NO: 8632
�NLTH op
❑`� L� SHEET NQ:
U KRISTOPHER C. WINTERS V2
Na. 2492
r hr/r 6- 2 OF 7
Y y� SUR DATE: JANUARY 21, 2016
co
�
Q
Q
CO
w
►n
W
Q
u.i
v
W
F-
Nn
uj
Q J
W�
�4
�
�
U)
W
PROJECT NO: 8632
�NLTH op
❑`� L� SHEET NQ:
U KRISTOPHER C. WINTERS V2
Na. 2492
r hr/r 6- 2 OF 7
Y y� SUR DATE: JANUARY 21, 2016
J �
1 (,n
- NO2'48'27"E
108.65'
�--
Z
L
� � Q
b U4
�C) G l
r � l
n ,
� n
MEADOWS DR
�U
N28'16'1O"E
39.46'
LEGEND
SBL
BUILDING SETBACK LINE
IPF
IRON PIN FOUND
TMP
TAX MAP PARCEL
DB
DEED BOOK
R/W
RIGHT-OF-WAY
SF
SQUARE FEET
AC
ACRES
N/F NOW OR FORMERLY
11 1 200 400 ■ 11
00
TMP 55-37
N/F ANN C. STANLEY, TRUSTEE
U/T ANN C. STANLEY REVOCABLE TRUST
D.B. 4563 PG. 539
D.B. 984 PG. 65 (PLAT)
TMP 56-36A
3.098 AC
N76'02'26"E
-6.34' b
L,
I sr
EXISTING BOUNDARY
HEREBY VACATED
TMD 56-36 (ADJUSTED)
20.926ACf
(SEE NOTE 18)
NEW BOUNDARY LINES
LA
4--N
L _6 L25
--- 387.29„
579'4 W
-~ PARCEL A -
1.059 AC
EXISTING BOUNDARY
HEREBY VACATED
PARCEL B
1.116 AC
m
LLl
L2O f L18 L77
NEW BOUNDARY LINES
N7779'07"yy
6j05`f' 39Q70.
572T��6f
N25'03'27"W
TMP 56-35E 121.89'
N/F ROY LESTER OR PAMELA SUE TOMBS
D.B. 823 PG. 580
S52'40'58"E
90.48'
S15'53'14"E
133.97'
-S51 *32'55"W
111.88'
S1 8'22'58"W
75.13'
519'24'15"E
102.35'
1
5�
TMP 56-35H
N/F KOSTAS J. ALIBERTIS
D.B. 1523 PG. 79
Line Table
Line Table
Line
Direction
Length
Line
Direction
Length
L17
N 78'56'13" W
41.44'
L25
S 82'04'45" W
84.40'
L18
N 89'40'26'° W
81.34'
L26
S 7644'25" W
84.00'
L19
N 71'18'37" W
38.44'
L27
S 7353'20" W
84.09'
L20
S 8736'31" W
10.68'
L28
S 68'35'12" W
84.81'
L21
N 16'50'40" E
50.23'
L29
S 67'54'59" W
84.96'
L22
N 09'38'45" E
50.23'
L30
S 73'57'00" W
84.08'
L23
N 02'26'49" E
50.23'
L31
N 75'31'53" W
114.63'
L24
N 04'45'06" W
50.23'
TMP 55-35i
N/F TERRY L. CHERYL L. PLUMMER
D.B. 4573 PG. 629
_548'23'29"E
65.99'
S79'35',31 -E
198.64' N7$*45'�5„�
2,66.42'
EXISTING BOUNDARY
HEREBY VACATED
PARCEL C
0.666 AC
EXISTING BOUNDARY
HEREBY VACATED
L7 i483'13'24,E,
184.67'
L4 L5
TMD 56-35 (ADJUSTED)
32.738 AC .t
(SEE NOTE 18)
11665s�8
TMP 56-35C2
N/F JAMES H. RAMSAY
D.B. 1579 PG.688
L11
L12 �� l_1
L13
L15��/��h
/ TMP 56--108A ,
N/F JUDITH S. HERRING
D.B. 666 PG. 109
TMP 55H -01-A4
N/F ALBEMARLE COUNTY
D.B. 3386 PG. 412
TMP 56F -01-A
N/F CORY FARM
HOMEOWNERS ASSOCIATION, INC
D.B. 1597 PG. 209
L9
NLT if OP
t
KRISTOPHER C. WINTERS A
No. 2492
&/A. I/ -
ucq
Ln
Z
�a °� z
iu
rn 00En a
�
48 (1) J� '
z0
GQ
� W J
G�
L Z
W
as
U
Y
m
C)
w
x
U
W
2
U
0
N
�
C:)
U
oE-
co
co
�
�
m
Cn
c+'a
�
W
Q
Ln
0
N
PROJECT NO: 8632
SHEET NO:
V3
3OF7
DATE: JANUARY 21, 2015
co
CQ
co
co
Cn
c+'a
�w�
Q
Ln
W
Q
Q
rn
C)�
W
a
CL
u)
PROJECT NO: 8632
SHEET NO:
V3
3OF7
DATE: JANUARY 21, 2015
R
R
C>
rr
OPEN SPACE 2
3.497 ACt
(SEE NOTE 18)
L=41.30' +
M83-531 15;E 320.53 M 81.68'
238.85' f r
`°1 f �
1 OPEN SPACE f LOT 10
TMP 55-37
'l ' 1 '� 14, 401 SF j 1 21, 048 SF
l -56`L �`�.5�p� al
N/F STANLEY, ANN C, TRUSTEE
U/T ANN C STANLEY REVOCABLE TRUST 8$'(T� S7�,ll "W _-N83.53'15E� r
D.B. 4563 PG. 539 S82'21'35' 0 W 168 , ' r r' _ _206.58'
O.B. 984 PG. 65 (PLAT) 9.3 84.44
5.09'ai, LOT 9 l LOT 11
20, 732 SF r� ` 2O, 017 SF
4 I I � 1 ��
Lp_
I
r r x83'53'15"E�
crt
� 111.14 4"w % ZQa.51' — r �l -P-
'CIO.
P- f
IrI �� 42
LOT 7 S75 ` L=1.14' l I
I LOT B I ,20,147 SF � r, � �„ i ` N)y 90
90
I I l l 20,135 SFo co
i I LOT 12 i n s9 f
20, 011 SF a
� I �
LOT 5 I l 20,
OT 8 ° s•?
r -I ,20, 005 SF I I ` � 059 SFkp
LOT 4 1 o I ` I r 1�83'S3'15' Er x x
p,169 C Z ' - 20,111 SF I I _204.$5 m �M
I I LOT 3 I, I 11 I_ - Geo l T 1m
mm
20,003 SF I o � 128.73 yy j
Iz I I f L=51.42' 33.15 " 161.36V) LOT 13 1 �+�
j I E�84.13' N83'5315� ri { 20,011 SF ` C' �f
c1: I LOT 2 t cam+ ] DIGHT -OF -WAY AREA1g2.17'(T) C' o } 1
20 112 SF � ` - _ 8476' 1.257 AC. S83'S3'15"W o TYP}
I a4.a$ 1 _ �
rn II p19 78.09
j ir, I c° 1 �['�PiJ L�89 [�8 14 L-84.33 L=8.63' l r r p ~ x83'531
LUT 1"E� f
20, 098 SF I 1 I ��pEp1pA��p C �r$4.03'-202-66'+
f I �� P,.E o�1 HEREOF '-64_� 1' _— I I I I CD
Q I
Ir L� X52 WQ ev011D R1 I I l `SCA. I 1 ti I LOT 14 l
_9A 1'1 X36 84 I I I l I 11 Q l 20.011 SF { f
rr%LOT 17 l T I I
�+ �� � I I 24,529 SF
g8. C � L-7.23' I w LOT 18 N I l483'S3'15"E
' I ' LOT 19 �i 1 20,006 SF
N7 ham'' ��P� I 20.007 SF l q .193.71 - -- I
1 96 �,1 L'59 9 SgL l I I LOT 2d I I
S7 3D 39 W 24.22 �25 l o� r;
20'003
SF II rr
LOT X21
20.002 SF
LOT 15 f ro `}
C �9 E �, 20, 005 SF J o f f
N LOT 22
It --'I j I �- f
24.002 SF
�� ` �—_- � �
N' I LOT 23 I� I I 31 _ f
rA �; ,20,002 SF o � �— � , � x75 12 E � � L=5.27' l rn
l -° �s LOT 24 I I l I 84.40 " 86A0 I x81 �Q 5fi E
1 �" P�
n OPEN SPACE 3
N76'O2'26"E 20,026 SF I Sgt 84.00 sae Q4 45"*
j
I I I 20 5,,w a o `� L=55.46' 4.268 AC f
6.34 LOT 25 1 I 84 576 I 20, 0121 SF
l 1 l8l �a'
21,023 SF
a40f
C17
513L
a �
IPF
Gti
v
TAX MAP PARCEL
DB
DEED BOOK
R/W
RIGHT -OF --WAY
s�
�y'
AC
ACRES
G � G
n
r.0
trD
C)
SB
5831 � � .1D 1�i9.15'y"W 387.28'�T} ' '"W
N044506
g6 S79'43 26 ,�
50.23
1146y 5p��1 NO2'26'49"E
N75-,31 ,. $4 + p" W 50.23' f
� 5.3 W 5735s
I 1 TMP 56-35
N/F LUCKY CREEK LLC
Q.B. 4054 PG, 216
D.B. 3838 PG. 598 (PLAT)
l �
60 0 60 120 180
SCALE: I"=60'
I
LEGEND
513L
BUILDING SETBACK LINE
IPF
IRON PIN FOUND
TMP
TAX MAP PARCEL
DB
DEED BOOK
R/W
RIGHT -OF --WAY
SF
SQUARE FEET
AC
ACRES
N/F NOW OR FORMERLY
N 09'38'45"E
50.23'
f
QAt
U KRISTOPHER C. WINTERS >
No. 2492
&1A Z�v
_ S
5
U
PROJECT NO: 8632
SHEET NO:
V4
4OF7
DATE. JANUARY 21, 2015
c
co
I'd
��
9-
r.0
trD
C)
co
C7
C
Lo
V1
J
V1
r-
Lu
0
F-
w
-1E
~�
a�
U)
PROJECT NO: 8632
SHEET NO:
V4
4OF7
DATE. JANUARY 21, 2015
O�
*210
2p
�3J
f5$'
hq
615515 5
133.97'
Curve Tactile
Curve Table
Curve
Length
Radius
Delta
Tangent
Chard
Chord Bearing
Curve
Length
Radius
Delta
Tangent
Chard
Chord Bearing
C6
243.43'
378.00'
36'53'52"
126.10'
239.24'
N 2015'27" W
C15
137.49'
1018.00'
744'18"
68.85'
137.38'
N 70'38'30" E
C7
340.56
1502,00
12'59r 2$n
171.01
339.83'
S 08'1814, " E
C16
33.12,
31.50,
60'1419r ,r
18.27'
31.61,
S 44'23 30" W
C8
26.40'
298.06'
5'04'33"
13.21'
26.40'
S 1215'42" E
C17
31.06'
31.50'
56'30'04"
16.93'
29.82'
S 7714'17" E
C9
104.09'
1017.87'
5'51'33'°
52.09'
104.05'
N 06'47'39" W
C18
132.63'
982.00'
744'18"
66.41'
132.53'
N 70'38'30" E
1
r
104.46
,
981.87
6'05'43"52.28
r
,
104.41
S 06'40'34"E
C19
,
363.83
,
1218.00
17'06'54"183.28
,
,
362.48
i
S 75'19 48n W
C11
23.22'
262.06'
5'04'33"
11.62'
23.21'
S 1215'42" E
C20
33.44'
21.50'
89'07'04"
21.17'
30.17'
N 39'19'43" E
C12
178.94'
1538.00'
6'39'59"
89.57'
178.84'
S 11'27'59" E
C21
91.85'
1538.00'
3'25'18"
45.94'
91.84'
N 03'31'10" W
C13
33.01'
21.50'
87'58'45"
20.75'
29.86'
S 52'07'22" E
C22
229.61'
342.00'
38'28'01
119.32'
225.32'
N 21'02'31" W
C14
353.08'
1182.00'
17'06'54"
177.86'
351.77'
S 75'19'48" W
TMP 55--35i
N/F TERRY L. CHERYL L. PLUMMER
D.B. 4573 PC. 629
.f 0 .0 120 1
1■ ■ ■ ■ ■
.t
>T���"� 566 q0
s HiQ r' n
172. Ljr
540 49
OPEN SPACE
619 24'15"E
3.497 AC.
,2 102-35*
f
(SEE NOTE 18) TMP 56-35
N/F LUCKY CREEK LLC
l F D.B. 4054 PC. 216
5NS2, D.B. 3838 PC. 598 (PLAT)
1N6 qB
�.
CID S19 24'15"E 271.81' S�Q'h9'1Q�� 19 8 Sir f�
LO C'O
J LEGEND
SBL BUILDING SETBACK LINE
IPF IRON PIN FOUND
95 3r �r'� TMP TAX MAP PARCEL
oy, DB DEED BOOT(
�' 1 OPEN SPACE 3 R/W RIGHT-OF-WAY
00 Li �41 SF SQUARE FEET
9' NG5�5 Sry� �f�T�H-Ne 4.268 AC. AC ACRES
seg�T� W X92 (�N�.s yetr N/F NOW OR FORMERLY
98.45. °Q �T� yFF
1
LOT 10 1 9798.
1
21,048 SF o LOT 11
1 lz .20,017 SF 700 ss, �
A -
LOT 1.2
L=41.30' 20x011 SF `� 1
A `� Q' 1 I� yp9 cr
N78'56'13"W
L=101.13' _ 1 ' �y L07` 13 41.44'
' ' ' : q��. _
� , 20, 011 SF .
C6 L_9988, 25 1 1 A ry 1
5BC ' a, N LOT 14 _
nC22 L=1.14 (TYp) .20,011 SF ^
y.85 L- C'9 _ J 1 1 �^� N89'40'26"W
8 117.57 7 ' LOT 15 81.34
20,005 SF N04'45'06"W
C 21 C -g$ ! AD `� �' 50.23'
C� G ' � h NO2'26'49"E NV TH pp
OPEN SPACE ^ f 23 SBL F, OXgO L=1Q J
' 60.23'
14,401 SF �. �TyCISp o W DRI ]p N09'38'45"E
20,7 SF 3LOT 91 J q�� X36 '°�gL/C
"1W)
w} L�g4.r7 ' -� 50.23' 38,44' 37 W o
a HERE9 U KRiSTOPHER C. WINTERS a
L' C12 r �EDlCq� C$ L'48g3. L=55.46' N16'S0'40"E 587'36'31 "W Na. 2492
l� LOT 8 50.23 10.68'Cir 6
cr, .20,059 SF 1 -. � 1 � � � � C71 C9 �' ��1
00
�'`� - quit
V �
p7
� Z
°e z
0it UA
CO) dz
It
ddy
�Z
0t
v
4.41
CcW
W r
r
0 LIU
P4
66;"-
c
o�
QD
co
CD
-6
co
ww
a
c
�
�
o
Q
cn
Lo
0
to
PROJECT NO: 8632
SHEET NO:
V5
5 of 7
DATE: ,JANUARY 21, 2015
c
QD
co
CD
-6
co
a
c
0
cn
Lo
Q
P.
C4c�
E---�
Iii
F-
LU
iu
F-
w
PROJECT NO: 8632
SHEET NO:
V5
5 of 7
DATE: ,JANUARY 21, 2015
I
APPROXIMATE LOCATION I ' �,
30' RWSA SANITARY 1 1 u �+
N SEWER EASEMENT °'
DO
(D.B. 829 PG. 41)
co15' ACCESS EASEMENT C 1 1 �
TO COUNTY GREENWAY ?9 1 I
& SWM 1 1
� Z
o �� L103 0 Q O b 2
C2 rn 1�1 _
15' (EACH SIDE) 7 W
CONSTRUCTION EASEMENT r, 1 I
FOR FUTURE EXTENSION � � Cis Q �
OF ROAD �h C26 ' cn ❑
W
I
-ACCESS AND ; I L77 ❑ Z a
LANDSCAPE y (TiE) ' p t
EASEMENT* LOT io z
TMP 55--37 L94 rho , `L75 I
N/F STANLEY, ANN C, TRUSTEE `�. L76 a _ a z W
U/T ANN C STANLEY REVOCABLE TRUST ,(11E) x co Da
it it
Q.B. 4553 PG. 539 w
_ _ 1 �� 4 W
LA
D.B. 984 PG. 65 (PLAT) LOT 9 L78 20' ACSA LOT 11 I L99 W t W
1 , L79 WATER L STORMWATER Lu a
20' PRIVATE I ` EASEMENTI l Lgg MANAGEMENT
' STORM DRAIN I I ,�, l EASEMENT ❑
'2 o EASEMENT Ll 1 l o L97 Z
TIE cq
1.
(TIE) 0 . o W
L101
l�
L91
(TIE) �I.. �s l' I rten 1
_ LOT 7 1 I � W Ll 00 L95Ln ico
_ LOT 6 L90 L95
_ L80 1 LOT 1.2 CCL f� m
_
LOT 5 LOT 8 I I l
Lu
1 L45 L88 I L89 L74 i
20' ACSA 20' ACSA SANITARY r� 1 Lu
Lu
LOT 4
�0� WATER SEWER EASEMENT
V,,-L3,6-LV,,-L3,6EASEMEN 6 1 [ L81 r l
' � r
1 1 1 LOT s L82(TIE) I j 0 E-
�L37 20' ACSA SANITARY L84
9 SIDEWALK & r L87
I an
SEWER EASEMENT ,� � LOT 13 z
LANDSCAPE �
20' I EASEMENT � L85 VARIABLE WIDTH PRiVAT
LANDSCAPE 1 L4fi TYP) J 5 L83 L86 STORM DRAIN EASEMENT 1 L60 I l L61 I Q
EASEMENT LOT 1 1 1 20, LOT z i 2.5 41.40' �L93 I 1
a
l I
20'1 ! 20' PRIVATE STORM•
STORMWATER
20' 20' 0' ACSA 20' PRIVATE ! ! ❑��p�E� r L92 DRAIN EASEMENT l MANAGEMENT
r STORM PRIVATE WATER 1 1 EASEMENT
_ ! E ❑R1�yE HER�"g� �E 20' PRIVATE STORM c� � LOT �� I I in) EASEMENT
STORM f EASEMENT 1 ! �RVPNL V,IW� DRAIN EASEMENT L59 20` ACSA I l
DRAIN 1 l l ' N pUB��� -01
WATER l I 1 Q Q
EASEMENT L3L39 L34 L47 t3� ! ` � EASEMENT 1 U)
L35 � ! ! 9' SIDEWALK & � L6$ L63 ti
1• p L53 LANDSCAPE LOT 18 LOT 17 L67 ;Z' L65
EASEMENT L64 l3
l L33 (TYP) L58 ' L66 a,1 � cco
�, LOT 19 20' PRIVATE cap
L40 1.59 2g.1 69 LOT .2O STORM DRAIN ' � o" � •�
EASEMENT o L73 ro
— LOT 23 s�
63 I L48 LOT 21 L72 ' L71
co
1 ►�� LOT 15 0DCDF---�
a' O L57 w
N80 l L54 3110L56 0 30.50' co
L44 PRIVATE l l Lar 2¢ LOT .22 o') �[n E-+
1 20 STORM 1 20 PRIVATE _ 1 0 o a
DRAIN 1 STORM DRAINr I► L70 W
o z EASEMENT EASEMENT ►�� U w W
.1L41 CONSERVATION ESMT
m �+ 1 20' ACSA
1 LOT 25 11 SEWER SANITARY L52
(SEE SHEET r V7)
W
1
1 EASEMENT 20 L55 U) Lo
ea
20' j �-L42 L49 ... J LOT 16 j Lfi9 11.72 E ---,Q w W
LANDSCAPE 1 L51 cf�
1 0 -
EASEMENT 2 � � � � _ v W �
20 ACSA ..
2d 1 SANITARY 6,�3`'�� p - uj
SEWERSs6s a U)
j r EASEMENT c� g 08 �11Ln ��y J
L5O r `n rr --Z� f �� PROJECT NO: 8632
22 82' 1 ACCESS AN D ' gra • �j T fT of
GRADING AND p3' r *NOTE: ACCESS AND LANDSCAPE �F� ` LANDSCAPE �+�� ' �l SHEET NO:
CONSTRUCTION EASEMENT 6"� � EASEMENT TO BE ABANDONED EASEMENT
610. �... *
1 �7g•4� UPON EXTENSION OF ROAD
ti 1 r . • r TMP 56-35 ��2. �, z_V6
N/F LUCKY CREEK LLC GRADING AND �I a KRISTOPHER C. WINTERS Y
CONSTRUCTION EASEMENT
. r 60 0 fi0 124 18O Na- 2492
_ — D.B. �0�4 �G. z1� \— ..___j r ju �z�rG 6 OF 7
D.B. 3838 PG. 598 PLAT 589'42'07"E 108.98'
} SCALE: 1"=60' SUR DATE: JANUARY 21, 2015
f%I
an
•. W
Z
Z
�a °nz
I"
�W ? 2
oo 8
4Z
�R
U�
�Z
F� z v
pt
.l
x co oN 4.41
CC tW
W
Z
W
N
Q
m
0
ua
c�
U
O U
o E-
P� }
� m
� o
z
1
� r
GRID NORTH �' o
z Q
Z r r
r
VA SOUTH ZONE (NAD 83)
cn �
co
r
r rr Q
rrr/r'r/ Q E PAC � co
/ r / �CONSER VA TION EASEMENT cn
OPEN SPACE ,2 ,' ,' (HATCHED AREA) W
r r ,
- - - -
S09' 8'S
- -.06'4 44.1 • : N 80'31 10 W Ln W Q
S06 5�.�.�._A.-•�' �...� ..�•.. $ 30.50'
o w
% j PROJECT NO: 8632
1,TH aF
SHEET N0:
rte'
r QxB� W W
Pu6�-1C R � � KRISTdPHER C.k6- WINTERS a
V7
No. 2492
100 0 100 200 300 ��. �rio'It 4- 7 OF 7
SCALE: 1"=100' S[JIZ DATE: JANUARY 21, 2015
Easement Line Table
Line Direction
Easement Line Table
Line
direction
Length
Delta
L57
N 78'4x'18" E
Length
L58
L32
S
27'33'03"
E
N 14'34'48" E
68.19'
111.31'
L33
N
15'29'21"
W
L61
25.16'
52.11'
L34
N
74'30'39"
E
N 6542'32" W
20.00'
5 21'09'26" E
L35
5
15'29'21"
E
16.74'
25.07'
L65
L36
N
12'23'13"
W
S 7738'26" W
29.06'
64.88'
L37
N
Oz'15'26"
W
L6$
25.77'
20.97'
L38
N
02'48'27'°
E
N 60'49'34" W
109.17'
5 08'22'37" E
L39
N
00'42'36"
E
37.39'
19.96'
L72
L40
N
14'10'15"
W
N 62'07'30" E
19.74'
L41
N
14.10'15"
w
L75
101,20'
155.33'
L42
N
76'02'26"
E
5.48'
N 12'37'03" W
L43
N
14'17'45"
W
26.07'
61.26'
L79
L44
S 25'07'40"
W
L80
43.58'
184.98'
L45
5 65'49'39"
W
301.83'
1$$.90'
L46
S 13'29'58°
E
141.44'
L47
5
02'07'58"
E
39.04'
L48
S
02'07'58"
E
39.04'
L49
S
13'28'48"
E
189.13'
L50
N
76'31'07"
E
227.73'
L51
N
69'33'0$"
E
208.82'
L52
N
72'42'02"
E
251.02'
L53
5 41'37'23"
E
8.30'
L54
S 13'28'48"
E
193.23'
L55
N
76'31'12"
E
251.95'
L56
N
69'33'45"
E
169.29'
Easement Line Table
Line
direction
Length
Delta
L57
N 78'4x'18" E
157.85'
C23
L58
N 12'35'38" E
54.94'
49.94'
L59
N 14'34'48" E
68.89'
111.31'
L60
N 83'53'15" E
96.94'
104.71'
L61
S 74'37'28" E
52.11'
27.50'
L62
N 15'22'32" E
10.00'
N 6542'32" W
L63
5 21'09'26" E
59.50'
168'26'01"
L64
N 68'50'34" E
16.74'
C27
L65
N 68'S0'34� E
15.53'
17.55'
L66
S 7738'26" W
20.97'
64.88'
L67
5 12'21'34" E
20.00'
58.76'
L6$
N 77'38'26" E
20.97'
27.50'
L69
S 05'41'05" E
55.10'
N 60'49'34" W
L70
5 08'22'37" E
48.77'
L71
5 13'05'35" E
37.39'
L72
N 7242'02" E
11.83'
L73
N 62'07'30" E
124,05'
L74
N 06'00'33" W
374.84'
L75
N 84'04'59" E
155.33'
L76
N 83'54'00" E
117.39'
L77
N 12'37'03" W
96.70'
L78
5 76'27'49" W
26.07'
L79
S 76'27'49" W
14.17'
L80
S 01'30'46" E
184.98'
L81
S 82'40'45" W
301.83'
Easement Line Table
Line
Direction
Length
Delta
L82
N 4314'12" W
22.21'
C23
L83
S 12'47'33" E
21,16'
49.94'
L84
N 76'55'14" E
20.00'
111.31'
L85
N 12'47'33" W
21.16'
104.71'
L86
N 05'22'56" W
8.90'
27.50'
L87
N 83'36'10" E
212.11'
N 6542'32" W
L88
N 09'42'39° E
85.09'
168'26'01"
L89
N 09'42'39" E
93.94'
C27
L90
N 80"05'55° W
146,75'
17.55'
L91
S 40'14'56" W
21.90'
64.88'
L92
N 06'22'56" W
7.52'
58.76'
L93
5 07'28'30" E
7.50'
27.50'
L94
S 77'27'52" E
22.53'
N 60'49'34" W
L95
N 35'48'33" E
19.42'
L96
N 83'53'15" E
145.91'
L97
S 06'06'45" E
10.00'
L98
N 09'08'22" W
41.77'
L99
N 80'51'38" E
45.02'
L100
S 85'40'26" IN
20.80'
L101
S 04'19'34" E
20.00'
L102
N 85'40'26" E
20.80'
L103
S 64'27'37" W
8.10'
Easement Curve Table
Curve
Length
Radius
Delta
Tangent
Chord
Chard Bearing
C23
58.71'
27.50`
122'19'17"
49.94'
48.1 8'
S 34'12'48" W
C24
111.31'
92.50'
68'56'38"
63.51'
104.71'
N 60'54'07" E
C25
84.34'
27.50'
175'43'2d'
736.32'
54.96'
N 6542'32" W
C26
36.75'
12.50'
168'26'01"
123.42'
24.87'
S 62'03'52" E
C27
32.18'
32.50'
56'43'48
17.55'
30.88'
N 05'21'13" E
C28
64.88'
42.50'
87'28'18"
40.66'
58.76'
S 20'43'28" W
C29
52.52'
27.50'
109'25'39"
38.86'
44.90'
N 60'49'34" W