SW4220302_Recorded Document_20220322

Book 81 Page 45
I, David B. Coe, certify that this map was drawn under my supervision from an
actual conventional survey performed under my supervision using GPS for control, .
(Property Description in Deed Book Page ), that any boundary lines
not surveyed are shown as dashed lines, and that the ratio of precision
is a minimum of 1:10,000. The following information is pertinent to the
GPS portion of the survey.
Class of Survey: A Positional Accuracy: 0.10' Type of GPS: RTK
Date of Survey. 15 APRIL 2021 Units: US Survey Feet
Datum/Epoch: NAD83(2011) Published/Fixed Control: NCGS VRS/RTN
Geoid Model: 2012 Combined Factor: 0.99988570
"The NC Grid coordinates
.. shown on this plat were
`- derived by RTK differential
oN
GPS observations using one
Leica GS08plus receiver.
C)
Z
M
00
a
Q
Z
CERTIFICATE OF OWNERSHIP AND DEDICATION
I(we) hereby certify that I(we) am(are) the owner(s)
of the property shown and described hereon, which
is located in the subdivision jurisdiction of the
County of Davidson and that I(we) hereby adopt this
plan of subdivision with my(our) free consent, establish
minimum building setback lines, and dedicate all streets,
alleys, walks, parks, and other sites and easements
to public or private use as noted.
date owner
date
owner
owner
DEVELOPER:
BAILEY'S RIDGE, LLC.
3409 UNION GROVE ROAD
WINSTON-SALEM, NC 27103
THIS PLAT WAS PREVIOUSLY RECORDED
IN PLAT BOOK 80 AT PAGE 86. THE SOLE
PURPOSE OF THIS RECORDATION IS TO
REFERENCE A POWER EASEMENT WHICH DID NOT
EXIST BY DEED REFERENCE AT THE TIME OF
THE ORIGINAL RECORDATION.
VICINITY (no scale
EDGAR WAITMAN
et als
DB 2227 PG 1538 '
N� 5'-10'-46" E
0-�- 52.99'
E�I E
0
S 86'-" E -
4 , 19 \
No not 43473 Sq.Ft.
Z A 0.998 Ac.+/-
N 87'-37'-q
310.&
l+
o O
18
1.036 Ac.+/-
n J 197.89'
j 202.70 " w
S 84'-34'-
52
to be combined
with Tax Lot 25A
4470 Sq.Ft.
0.103 Ac.+/-
TAX LOT 25A
MARIO FIRE
DB 1852 PG 854
DB 1699 PG 891
SEE DB 2531 PG 778
(EASEMENT FOR POWER LINES - PEGGY W MYERS
40' WIDTH, CENTERED ON LINES) DB 766 PG 97
157.85' S 86'-47'-40" E -- 660.19'
------- _ E _____--sir 261.38'
E o
<y }
!2 10 N
S2, 30002 Sq.Ft. i 31558 Sq.Ft.
4- 0.689 Ac.+/- N 0.724 Ac.+/-
11
25738 Sq.Ft.
0.591 Ac.+/-
�- N 85-32- 54" IN
N o
20575 Sq.Ft. I
17
} 1.108 Ac.+/-
Curve Radius Chord Bearing and Distance Arc Length
C 1
1047.00'
N
24=50'-05"
W
91.30'
91.33'
C2
1047.00'
N
5' 58'-52"
W
15.00'
15.00'
C3
230.00'
S
78' 33'-33"
W
125.96'
127.59'
C4
205.00'
N
78" 33'-33"
E
112.27'
113.73'
C5
35.00'
N
27-35-46"
E
26.84'
27.55'
C6
50.00'
N
36' 09'-19"
E
24.18'
'24.42'
C7
50.00'
N
7°-26'-20"
W
49.40'
51.67'
C8
50.00'
N
61 °-55'-07"
W
42.07'
43.42'
C9
50.00'
S
69°-20'-14"
W
40.46'
41.66'
C 10
50.00'
S
16'-06'-14"
W
49.04'
51.25'
C11
50.00'
S
26°-39'-25"
E
23.17'
23.38'
C 12
35.00'
S
17°-30'-10"
E
26.84'
27.55'
C13
255.00'
S
84°-22'-40"
W
89.21'
89.67'
C 14
255.00'
S
68° 29'-07"
W
51.71'
51.79'
C 15
1047.00'
N
4=57'-51 "
W
22.17'
22.17'
O
e F'
0
6
26208 Sq.Ft.
0.602 Ac.+/-
i-32'-54" F
185.73'
0.472 Ac.+/- i i LO rEn 1 O a
I i "N iri a`D 20414 Sq.Ft. o
'a 0.469 Ac.+/- a
NE
13
21001 Sq.Ft.
0.482 Ac.+/-
NE
14
21001 Sq.Ft.
0.482 Ac.+/-
N 8
15
20546 Sq.Ft.
0.472 Ac.+/-
N 85'-
16
20010 Sq.Ft.
0.459 Ac.+/-
ut1c13
i es �s--
10 ut�l,ty esmt.
,18
91 I
2'- 54° W o I
S 85 -32'-54" E --
208.63'
U;
21199 Sq.Ft.
�^ I
0.487 Ac.+/-
rn
----- \ i
-54 y-y------- N ^ I
223.74'
N w
to 4-
S 84'-57'-12" ELO
I U w
I x
I
N
(
54" W
in
`\` `-
I N 'n I
---- -SEE --FIE
�I I
N b Z�
d N
1-0O
O�
Co
I
I I
1.536 Ac.+/-
oni
N
4" W I I
i
I
of
b I�
tin
I
I
i'--32'-•54" W 1ox70 sight - -
2 •Tb, --- ---- to
easement
MESQUITE DRIVE 50'
N�85'-.332•-54" W
i
o0
R/W (public)
o
S 85=32'-54" E y
- - -tnf nGL
377.50'
Ci I
0
144
162
� � CA
,86
N
i i L 11 b
o co
2 I - ,------------- 0
cP NOTE ____-' ----- �- I -------
8 N -------------o
'
/
n
_SEE NOTE 1 _� _I ---------�� i
O
!r
� �
N e}
M I
N
V---.-------'J
a0-�28586 Sq.Ft.
V.
O
M
O N V•
10 0.656 Ac.+/-
{
23500 Sq.Ft.
+
23500 Sq.Ft. in
0.539 Ac.+/-
0.539 Ac.+/- 30912 Sq.Ft.
+
0.710 Ac.+/-
< N 5'-02'-48" E -- < B
Line Bearing Distance
L 1
N 62°-39'-59"
E
38.46'
L2
S 27-20'-01"
E
30.00'
L3
N 3°-07'-58"
W
80.35'
L4
S 62°-39'-59"
W
38.46'
L5
N 1°-33'-04"
E
115.75'
L6
S 62°-39'-59"
W
38.46'
L7
N 32°-5V-27"
E
115.40'
L8
N 66°-52'-55"
E
121.52'
L9
S 84°-57'-12"
E
26.51'
L 10
S 4°-58'-45"
W
20.00'
L 1 1
S 85°-32'-54"
E
48.35'
N 85'-32'-54" W
401.99'
ARTMENT OF TRANSPORTATIO
ISION OF HIGHWAYS
�q������,��
PROPO SUBDIVISION D
\\� �`�,.........
ESSjO`r�
CONSTRUCTION DA CERTIFICATION
THIS MAP IS SUBJECT TO ANY �\\ O�'�OF
==eQ y'�
APPROVED ....................
(DISTRICT E ER)
EASEMENTS OR RIGHTS -OF -WAY OF -
RECORD PRIOR TO THE DATE OF _ SEAL r- 8
THIS MAP WHETHER VISIBLE OR NOT - L-3320
DATE .......................................................
¢¢
TITLE SEARCH NOT PROVIDED.�O
SUR\rl�. "
CAROLINA - DAVIDSON COUNTY
%� O°\S��
I, David B. Coe, PLS #3320, certify to one or more of the following as indicated:
-a. That this plat creates a subdivision of land within the area of a county or
municipality that has an ordinance that regulates parcels of land.
N=755937.84
_b. That this survey is located in a portion of a county or municipality that
E=1612710.38
is unregulated as to an ordinance that regulates parcels of land.
_cAny of the following:
✓1.
That the survey is of an existing parcel or parcels of land or one or
M E--- ----Qo
more existing easements and does not create a new street or change an
existing street. For the purposes of this subsection, an "existing parcel"
or "existing easement" is an area of land described in a single, legal
description or legally recorded subdivision that has been or may be legally
conveyed to a new owner by deed in its existing configuration.
- 2. That the survey is of an existing feature, such as a building or other
structure, or natural feature, such as a watercourse.
- 3. That the survey is a control survey. For the purpose of this subsection,
co
a "control survey" is a survey that provides horizontal or vertical position
uO
data for support or control of other surveys or for mapping. A control
survey, by itself, cannot be used to define or convey rights of ownership.
u7
-4. That the survey is of a proposed easement for a public utility as
d
defined In G.S. 62-3.
_d. That this survey is of another category, such as the recombination of
existing parcels, a court -ordered survey, or other exemption or
exception of the definition of subdivision.
-e. That the information available to the surveyor is such that the surveyor
u')
d
is unable to make a determination to the best of the surveyors
I
professional ability as to provisions contained in (a) through (d) above.
LITTLE BABE FARM, LLC
DB 1165 PG 1699
David B. Coe, PLS #3320
I, David B. Coe, certify that this plat was drawn under my supervision
from an actual survey made under my supervision, (description recorded in
DB 2477 PG 489), that the boundaries not surveyed are clearly indicated
as such, that the ratio of precision as calculated is 1 : 10,000+, and that
this plot was prepared in accordance with G.S. 47-30 as amended.
Witness my on final signature, registration number and seal this ...C.....
day in the Lord 20.27r?............
S 87'-30'-40" E
of ........ .... year of our
15.01'
David B. Coe
NC PLS #3320
PLANNING DEPARTMENT / REVIEW OFFICER
FINAL SUBDIVISION PLAT APPROVAL
This is to certify that this plat meets the recording requirements of the Unified
Development Ordinance Subbdivision Regulations for Davidson County.
`'�NN1�N% Review Officer
of Davidson County, certify that the map or plot of which this certification
Is affixed meets oil statutory r en r recording.
Approved-�
Review cer
I^ DAVIDSON COUNTY
This the .......................day of .I..�.:..............20.Q� NORTH CAROLINA
I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN
FOUND TO COMPLY WITH THE SUBDIVISION REGULATIONS FOR DAVIDSON
COUNTY NORTH CAROLINA, AND THAT SUCH PLAT HAS BEEN APPROVED
ACCORDING TO THE PROCE S FORRAP L OF SUBDIVISIONS.
DATE SUBDIVISION ADMItTISTRATo /CHAIRMAN
TIMOTHY C SHAW PLANNING BOARD
DB 2476 PG 893
ANY DEVELOPMENT OR CONSTRUCTION ON THE LOTS SHOWN ON THIS
PLAT MUST MEET ALL THE BUILDING AND DE OPME T REGULATIONS
OF + E APPROPRIATE GOVERNMENT
.a' E CY. l
as
II�II'III'�II'I"IIIIIIIIIIIIIIIIIII�II DATE SUBDIVISION ADMINISTRATOR /CHAIRMAN
PLANNING BOARD
2022003676
DAVIDSON CO, NC FEE $21.00 CERTIFICATE OF APPROVAL FOR RECORDING
I certify that the plat shown hereon complies
PRESENTED & RECORDED: with the watershed protection ordinance and
02-16-2022 10:45:50 AM is approved by the watershed administrator
MICHAEL HORNE for recording in the Register of Deeds office,
REGISTER W.
DEEDS
W. 5�
BY: TARA VVHITMAN d.
DEPUTY Date Watershed adm./Chmn.Revi w Board
BK: PL 81
PG: 45-45
100' 50' 0 100'
tie line
312.29' LEGEND
N 85'-32'-54" W
stone m WATER METER
R/W RIGHT-OF-WAY
Qs SEWER MANHOLE - STREAM
SANDRA M WALSER, TRUSTEE Oa POWER POLE-E---E- OVERHEAD POWER LINE
DB 1732 PG 1516 • IRON FOUND
O IRON SET O
WELL
® MONUMENT 000 1
PROPERTY LINE
STREET ADDRESS
(surveyed) Cq
Common Area
-- - - PROPERTY LINE
(not surveyed)
(D POINT NOT MONUMENTED
PLAT OF
NOLAND FARM REVISED
NOTE:
1) 10' Private Drainage Easement centered on existing
SCALE
COUNTY
TOWNSHIP
DATE
PREC. RATIO
1" = 100'
DAVIDSON
I LEXINGTON
1 05 DEC 2021
1 : 10,000 +
drainage feature.
2) Iron pipes set at all corners unless otherwise
noted.
TAX MAP 337 TAX LOT 25
REF: DB 2477 PG 489
3) Total Common Area: 0.048 Ac.-F/-
AREA SY
COE FORESTRY & SURVEYING F-0141
JOB #
COORDINATES
P.O. BOX 36
WALLBURG, N.C. 27373
21083-plat
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