SW5201001_Recorded Document_20230622 (3)

�3 \�f J ?i --h 1-7 __ " ('
F
"SI TE$)
i-
�2
GJ,
F
s
FF
VICINITY MAP (NTS
1. D.B. 3109, PG. 950
2. P.B. 39, PG. 370
3. P.B. 11, PG. 212
4. ALL DEEDS AND MAPS SHOWN
ON THIS SURVEY.
5. NASH COUNTY G.I.S. INFO.
5. P.B. 43, PGS. 319-320
EIP
PTOP
r
'REVIEW
NOTES
I OFFICER OF NASH
C UN THAT THE MAP PLAT TO -
1. AREA BY COORDINATE CALCULATION.
CERTIFY OR
WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
2. PROPERTY IS SUBJECT TO ALL EASEMENTS AND
RIGHT-OF-WAYS OF RECORD PRIOR TO THE DATE OF
a
w
STATUTORY R QUIREMENTS FOR RECORDING.
THIS SURVEY.
!n
%� �� �,n
/;".l 0.2 �• -
3. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES,
UNLESS NOTED OTHERWISE
rj
REVIEW.OFFlCER DATE
4 THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND
r
O
PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH
�t
cn
NORTH CAROLINA STANDARDS, GS47-30, AND REQUIREMENTS
EIP-PTOP/CONTROL CORNER
OF LAW, BUT A NORTH CAROLINA LICENSED ATTORNEY -AT -LAW
NC GRID NAD 83 (2011)
SHOULD BE CONSULTED REGARDING CORRECT' OWNERSHIP,
N: 803,063.168'
WIDTH AND OWNERSHIP OF EASEMENTS AND OTHER TITLE
E: 2,262,133.813'
QUESTIONS REVEALED BY A TITLE EXAMINATION.
COMBINED FACTOR = 0.99993959
5. DASHED LINES REPRESENT LINES NOT SURVEYED BY THIS OFFICE.
6. NO GRID MONUMENT FOUND WITHIN 2000 FEET OF PROPERTY.
COVENANTS7. RESTRICTIVE BOOK �_PAGE _,
C-0y
8. IRON PI ES SET ATALL NEW LOT CORNERS
9. OPEN SPACE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION (HOA).
O
�GV
CD
N
N/F
BRANTLEY E. LLC
D.B. 1683, PG. 623
00
N
sr0
30 E`
31,293 SF
0.72 A c.
MISA = 3,500 SF
�P
oJ� jQ� i
29%Q���
22,768 SF
EGENQ
• EIP = EXISTING IRON PIPE
■ ECM = EXISTING CONCRETE MONUMENT
O = IRON PIPE SET AT
ALL LOT CORNERS
N/F = NOW OR FORMERLY
R/W = RIGHT-OF-WAY
— —= ADJOINER LINE NOT SURVEYED
= PROPERTY LINE SURVEYED
= ROAD CENTERLINE
R/w/w— ROAD RIGHT OF WAY
—_ TAR-PAM BUFFER
EOP = EDGE OF PAVEMENT
SCM = STORMWATER CONTROL & MANAGEMENT
MISA = MAXIMUM ALLOWABLE IMPERVIOUS
SURFACE AREA IN EACH LOT
SITE DATA — PHASE 2 ti 0.52 Ac. C;v
A�. MISA = 3,500 SF / Off.•
- TRACT SIZE (PH. 2) = 8.31 ACS. 0�S / >> :� `SO N/F
'�y 68, ^� ! oo• YVONNE MILLS
- NUMBER OF LOTS (PH. 2) = 25 / --``V DB 1856 PG 864
- AREA IN LOTS (PH. 2) = 6.91 ACS. (6/ w , , ti �'
-p•L AVERAGE LOT SIZE (PH. 2) = 12,039 SF. P'.�/�~�,0h Oho
OPEN SPACE PROVIDED (TOTAL) 4.52 ACS. a tK o, 9
- LINEAR FEET OF STREET (PH. 2) = 1,236 LF. / �� oo r� `500,
AREA IN R/W (PH. 2) = 1.40 ACS. 3 18,284/SF r'� �L�� 00T � � // g`l� 31
- DISTURBED AREA TOTAL = 5.91 ACS. • 9 •S 9,656 SF
(TOTAL) M 0.4fi' Ac. 2 , D,
- ZONED R-8 O �\\ MISA 3,500 SF � C9 �J✓/� ,��, MlSA023500 SF
PIN 2860-1722-3345 7S2�� / Ov O / fp x 70' h
- MINIMUM STREET FRONTAGE = 80 FT. O �8' ��� 0"p Ad �O V SIGHT TRIANGLE '�'� �O
- MINIMUM LOT SIZE = 8,000 SF. Z ��\ �`li 'S'9i� `t�` 'L)• 00,
- RIVER BASIN = TAR-PAMLICO / `�` F� cF •� 32
- MAXIMUM ALLOWABLE IMPERVIOUS SURFACE \�` �F/V (,`b 10 x 7p \ 60 �`�`',• �ry� 9 211 SF
\ 4, �y SIGHT TRIANGLE oo, �y �^0 0.21 Ac.
AREA IN EACH LOT = 3,500 S.F. . �\ N ` g�` MISA = 3,500 SF ti�L
PER CONSTRUCTION PLANS BY N89'5842 E �� /� iC12 \R
STOCKS ENGINEERING 27.15' 27 i� 03 ` 00,
27
801 �u'
801 EAST WASHINGTON STREET ' �''
EIP 0.27 Ac.
NASHVILLE, N.C. 27856 — MISA = 3,500 SF / �� 0 �� yg �O `L4' 33
14.05' ,� G ' 0' �0, ` 0' • 5h 9,208 SF
10,575 SF \ �o`ti 0.21 Ac.
MISA = 3, 500 SF
(Z 135.93• v`� 0.24 Ac.
N /F ^ I o N74 2p 24 �� / MISA 3, 500 SF o
GARR TT D UINN W � \
CERTIFICATE OF APPROVAL
i hereby certify that streets, utilities and other improvements have been
installed in an acceptable manner and according to Town specifications
in the Subdivision depicted hereon, or ttplea security bond or irrevocable
letter of credit in the amount of is has been posted with
the Town of Spring Hope to assure th completion of required
Improvements.
Town Manager or Designated Agent Date
CERTIFICATE OF APPROVAL
I hereby certify that the subdivision plot as depicted hereon has been
granted final approval pursuant to the Subdivision Regulations of the
Town of Spring Hope, subject to its being recorded in the Nash County
Register of Deeds within 60 days of the dote below.
Subdivision Administrator Date
CERTIFICATE OF OWNERSHIP AND DEDICATION
I/We hereby certify that I/We ore the owner(s) of the property described
hereon, which is located within the subdivision jurisdiction of the Town of
Spring Hope, and that I/We hereby adopt this plan of subdivision with
my (our) free consent, establish the minimum building lines, and
dedicate all streets, alleys, walks, easements, parks, and other open
spaces to public or private use as noted. I (we) will maintain all such
areas until the offer of dedication is accepted by the appropriate public
authority.
-- _ 1s- i s-��
Owner(s) Date
I Herbert H. Proctor Jr., certify that this survey creates a subdivision
of land within the area of a county or municipality that has an
ordinance that regulates parcels of land.
I, Herbert H. Proctor Jr., certify that this plat was drawn under my
supervision from an actual survey performed under my supervision (deed
description recorded in Book 3109, page 952; that the boundaries not
surveyed are clearly indicated as drawn from references noted on said
map • that the ratio of precision as calculated is 1: 10,000 ; that the
Global Positioning System (GPS) survey and the following information
was used to perform the GPS survey.
Class of survey "A"
Positional accuracy 0.10'
Type of GPS field procedure: VRS (NC)
Dates of survey. 03/07/2022 to 12/06/2022
Datum/Epoch: NAD83 (CONUS)
Published/Fixed-control use: NC GNSS RTN
Geoid model: Geoid 12A (Conus)
Combined grid factor(s): 0.99993959
Units: US Survey Feet
That this plot was prepared in accordance with G.S. 47-3 aamended.
That this plat meets the requirement of G.S. 47-30 ion F-1s 1-A
Witness my ongsignature and seal this _!_��_ y of December
20 22 .
Profession and Surveyor
L-3621N
CAROl,,,�
�(3 �pFESS/OH91,�,9','
l
SEAL
0.01
014i = L 3621
0 DRAINAGE O 9 '2' '1'O 0 O`
D.B. 2872, PG. 191 '' i I a / rn EASEMENT �.O' 6 �0 `b`b 34 �'�'� SURV�
Z Z '` S O• 9 205 SF '� p�,0 ��
M.B. 25, PG. 124 1. 26 3, 00' / ��� 0.21 Ac. h ������ `��\ O
/ O /�iilllil��� m 10, 955 SF� � MISA - 3 500 SF
rL
1a
/
EIP - Ill U. Ac.
In I b.
v
I
2R•
9,350 SF
'�'_ K-
00 1(,)
MISA = 3,500 SF
�2, �
a21 Ac.
MISA
= 3, 500 SF 00
` cP0
115.96'
I
00,
N87.26'10"w
U
15 .0
Z
1
11,392 SF '765
0.26 Ac.
•yh
12
�� `\}2M
N/F
1
'n I
25
9,482 SF
6
MISA = 3, 500 SF `''
��•
13, 841 SF
�.
0'` \
EDWARD & MARIA
r-
00 I
0.22 Ac.
1�
i�
M
0.32 Ac.
p
SA
Z
D.B. 3168,EPG. 801
MISA = 3,500 SF
00
CNI
1` I
120.00'
MISA = 3,500 SF
2
p
M.B. 25, PG. 124
1
ac°,
N88'07'09"E
N32'43'16"E
A
2F
I
114.76'
_
P3
28.34' 1�
EIP\
^
I
S88'07'09"W w
I
`a
�O�
11 ro
oI
I
M 16 rnr o
12,405
F'
SF 1
—
24
o
o
9,600 SF N o
N ,
0.28 Ac.
w
w
b
9,186 SF '
0
I
ao
0.22 Ac. 00
MISA
= 3, 500 SF
rya
o j
0.21 Ac. N
6
VJ
MISA = 3,500 SF
o
00 i
MISA = 3,500 SF
I
EIP
N/FIry
CHRISTOPHER L.
1
114.88'
I
N88'07'09"E 120.00'
0� 6 /9'p/..
�A�• F
�� LOT 10
�� WALNUT COVE PH. 1
RICHARDSON 3
D.B. 2401, PG. 495 * 1
S88'pT09"W
Q
h�
EIP
P.B. 43, PGS.
EIP
M.B. 25, PG. 124
23
Q "a
o_
9 600 Sr o
319-320
�• I
0
r- I
9,195 SF
o
a
I
0
00
0.22 Ac.
MISA = 3,500 SF
LOT 9
WALNUT COVE PH.
1
Z I
0.21 AC.00
o
P.B. 43, PGS.
1
MISA = 3,500 SF
I
319-320
EIP 7.96'ii
114.89'
�` I
N88'07'09"E 120.00'
�.
\
-
♦n I
S88.07'09"W
I
18
r
N
/
PAMELA J. HINTON
N
I�
22 `~°
o
o
W 9,600 SF woo
`r'
\
D.B. 1814, PG. 557
M I
of
9,167 SF
o
o
m
0.22 Ac. ao
LOT 8
M.B. 25, PG. 124
N
M
o
MISA = 3,500 SF uO
WALNUT COVE PH. 1
Z EIP
I 0.21 Ac.
00
3 i
,
P.B. 43, PGS.
h
MISA = 3,500 SF
I
319-320
I 114.57'
�I
N88'07'09"E 120.00' ;,a
OD
Iry S88.07'09„W
r-
Z 1
;�
u;
19
to
N
10,837 SF
EIP
1 b 21
0.25 Ac. p`c
N/F
MATTHEW & GLORIANE
i�
12 10,625 SF
M/SA = 3,500 SF��` O
0
LOT 7
19
r 1\
35 \
10,207 SF
0.23 Ac.
MISA = 3, 500 SF
S �s9 NNNq
E 9
9
LOT 36 \
WALNUT COVE PH. 1 N
P.B. 43, PGS.
EIP 319-320 \ Z
� \ S89'26'48"E \
\ 72.40'
� s
a
c�
m
a
W U-j
I*
�N47'24'32"W o `�
20.67' (tie) r, Do- d
EIP Qo
m co
g
Curve Table
Curve
Length
Radius
Delta
Chord Direct.
Chord Dist.
C1
116.81'
225.00'
29'44'39"
S16' 45' WE
115.50'
C2
232.86'
300.00'
44*28'19"
S20' 21' 19"W
227.05'
C3
77.79'--
-250.00'
-17'49'45"--
S22'-44'- 28"E-
77.48'
C4
52.12'
250.00'
11'56'44"
S7' 51' 13"E
52.03'
C5
25.21'
325.00'
426'41"
SO' 20' 29"W
25.21'
C6
74.29'
325.00'
13.05'46"
S9' 06' 43"W
74.12'
C7
74.29'
325.00'
13'05'46"
S22' 12' 29"W
74.12'
C8--
-74.29'--
325.00'
13.05'46"
S35' 18' 15"W
74.12'
C9
4.19'
325.00'
0'44'20"
S42' 13' 19"W
4.19'
C10
39.27'
25.00'
90'00'00"
S2' 24' 32"E
35.36'
C11
19.51'
125.00'
8'56'34"
N42' 56' 15"W
19.49'
C12
42.01'
25.00'
96'16'12"
S84' 27' 22"W
37.24'
C13
85.59'
275.00'
17'49'58"
S27' 24' 17"W
85.25'
C14
97.77'
275.00'
20'22'09"
S8' 18' 13"W
97.25'
C15
103.69'
200.00'
29.42'21"
S16' 44' 02"E
102.54'
JEFFERYS a? Im 0.24 Ac. l �O WALNUT COVE PH. 1
D.B. 2800, PG. 482 o I MISA 3,500 SF P.B. 43, PGS. SHEET 1 OF 1
rn , EIP 319-320 FINAL PLAT FOR
M.B. 25, PG. 124 im
3 1z 22.86, WALNUT COVE SUBDIVISION
II O�h PHASE 2
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllllllllll ;S,6'Ao'24 W \ �, tK 20' DRAINAGE LOTS 11 THRU 35
Doc ID: 009585050001 Type: CRP I n� s EASEMENT
Recorded: 12/15/2022 at 03:51:52 PM I o. \EIP LOT 6 MANNINGS TOWNSHIP NORTH CAROLINA
Fee Amt: $21.00 Page 1 of 1 `� r-
Nash County North Carolina Z_ I t336�8 SF \\ WALNUT_ COVE _PH. 1
Sandra D. Davis Register of Deeds o 1 0.31 S P.B. 43, PGS. NASH COUNTY OWNER PINTAIL OILFIELD SERVICES, LLC
BK 44 PG i G V MISA = 3,500 SF 19� EIP \ \ \�\ 319-320
N \
_......._.. ........... ..... , . , EIP SAS. , 5g N58'04'06"E \
N/F 14.43' R l �$y0 50.00' Q� ,4-
J & W MORGAN PROPERTIES > ss
DB 2921 PG 266
m
MB 25 PG 124
% M
LOT
o
\EIP
��
WALNUT COS
LP
\8.33'
P.B. 43,
THIS PROPERTY IS NOT LOCATED IN A
Z
20' DRAINAGE'\
319-3
F.E.M.A. 100 YEAR FLOOD HAZARD AREA
EIP
EASEMENT
THIS PROPERTY IS LOCATED IN (ZONE X)
LOT 4
REFERENCE: F.E.M.A. COMMUNITY PANEL No. 3720286000J/
WALNUT COVE PH. 1
EFFECTIVE DATE:
11 /03/04
P.B. 43, PGS.
319-320
ZONED R-8 P.I.N. 2860-1722-3345
STEWART-PROCTOR, PLLC
ENGINEERING and SURVEYING
(FIRM LICENSE- NUMBER P-0148) �`►.J' 319 CHAPANOKE ROAD SUITE 106
.
GRAPHIC SCALE RALEIGH, NC 27603
31 'Aim TEL. [phone] FAX [phone]
' so 0 3o so f2o DATE 12/14/2022 SURVEYED BY RBJ JOB
SCALE 1 "=60' DRAWN BY MSR
( IN FEET ) D WG. N 0.
1 inch = 60 ft. REVISIONS WALNUT__COVE-PLT-
PH2-SHT2
Bowl 4 II s2e: 128 Seq: I