SW5201001_Recorded Document_20230622

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SITE DATA - PHASE 1 EIP ,
I FUTURE
- TOTAL TRACT SIZE = 21.24 ACS. I N/F DEVELOPMENT / �
- TRACT SIZE (PH. 1) = 12.93 ACS. PINTAIL OILFIELD SERVICES, LLC
- NUMBER OF LOTS (PH. 1) = 22 I DB 3109 PG 950
- AREA IN LOTS (PH. 1) = 6.83 ACS. I -�8.31 Ac.
- AVERAGE LOT SIZE (PH. 1) = 13,542 SF. I 10' DRAINAGE
" $ a \ EASEMENT \
SI %E Z - OPEN SPACE PROVIDED = 4.52 ACS. LOT 6
c� s I N58'04'06"E
-LINEAR FEET OF STREET (PH. 1) = 1,406 LF. ` M 50.00' C14 SEE SHEET 2 \\�
22 - AREA IN R/W (PH. 1) = 1.58 ACS. \" '0 , �owwoO-1 AWCn \
o - DISTURBED AREA (TOTAL) = 5.91 ACS. 00 ► C✓ S78'39'50"E
? o - ZONED R-8 Z I FUTURE y 58.57' \
_ - PIN 2860-1721-0616, 2860-1821-5877, cvs DEVELOPMENT \�19 cll \ ` SIGHT TRIANGLE
�s 5 z 2860-1722-3345 RSA O S S C15 \� \
b - MINIMUM STREET FRONTAGE = 80 FT. S�19
_ MINIMUM LOT SIZE = 8,000 SF.00
14.43 A �j 6'� `LO �� \ \ \
RIVER BASIN = TAR-PAMLICO ro
o - MAXIMUM ALLOWABLE IMPERVIOUS SURFACE q- �� \ �A ��� co`D. o'O �� SR LOT 42
PERAIN EACH LOT = CONSTRUCTION PLANS BY S.F.
cy M d \\� o \ 5 C12 09 ?S \ 00 �5'\ s,S, SEE SHEET 2 \ THIS PROPERTY IS NOT LOCATED IN A
O ro oo a � 16, 044 SF u'
\ Q O ^ti M a 0.37 Ac. DO ^� ►� F \ F.E.M.A. 100 YEAR FLOOD HAZARD AREA
STOCKS ENGINEERING ���Q O ��y MISA = 3,500 SF /� `'0' �� ��
801 EAST WASHINGTON STREET O`r� Q �Z y THIS PROPERTY IS LOCATED IN (ZONE X)
Q- EIP �9c sr� / �� �� ��` 4,3 / REFERENCE: F.E.M.A. COMMUNITY PANEL N0. 3720286000J
NASH VI LIE N C 07856 O �0``� F + `'
NOTES
1. AREA BY COORDINATE CALCULATION.
2. PROPERTY IS SUBJECT TO ALL EASEMENTS AND
RIGHT-OF-WAYS OF RECORD PRIOR TO THE DATE OF
THIS SURVEY.
3. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES,
UNLESS NOTED OTHERWISE
4 THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND
PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH
NORTH CAROLINA STANDARDS, GS47-30, AND REQUIREMENTS
OF LAW, BUT A NORTH CAROLINA LICENSED ATTORNEY -AT -LAW
SHOULD BE CONSULTED REGARDING CORRECT OWNERSHIP,
WIDTH AND OWNERSHIP OF EASEMENTS AND OTHER TITLE
QUESTIONS REVEALED BY A TITLE EXAMINATION.
5. DASHED LINES REPRESENT LINES NOT SURVEYED BY THIS OFFICE.
6. NO GRID MONUMENT FOUND WITHIN 2000 FEET OF PROPERTY.
7. RESTRICTIVE COVENANTS RECORDED AT DEED BOOK ____ PAGE
8. IRON PIPES SET AT ALL NEW LOT CORNERS.
9. OPEN SPACE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION (HOA).
VICINITY MAP NTS 4 `V ` �' �- o 14,798 SF
m �Fy �9 MAIL 1 �' EFFECTIVE DATE: 11/03/04
q ,g ` ,14r 4 s O KIOSK G` \0� `� : SR 0.34 Ac. '' /
,. A ,� \ , Rs, \ G�6MISA = 3,500 SF , ,� 0J IIII II I IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillll IIIIIII
• EIP = EXISTING IRON PIPE 11,397 SF��F2� �� 41),
SQ 0 26 c 0 / / Doc ID. 009472670001 Type: CRP
0 = IRON PIPE SET AT 00 S� MISA = 3,500 SF \ \ Q�` Recorded: 04/20/2022 at 04:37:14 PM
ALL LOT CORNERS N/F 4>O /� `�, �' 44' �` iQ EIP Fee Amt: $21.00 Paqe 1 of 1
DAVID HARDIN A> 6� �\G� 17,702 SF /� Nash County North Carolina
N/F = NOW OR FORMERLY DB 1628 PG 258 '7' F C10/ s�i• 0.41 Ac. h%K � Sandra D. Davis Reqister of Deeds
R/W = RIGHT-OF-WAY MB 25 PG 124 3 19.37' 0 MISA = 3,500 SF '' h° / � 43 319
8,658 SF G G�'1 O �4� S, p BK PG
- -= ADJOINER LINE NOT SURVEYED 0.20 Ac.�D' R �y col
SR MISA = 3, 500 SF F t 6�. '� 01 6� ,,
= PROPERTY LINE SURVEYED k �$ \ r'Q
= ROAD CENTERLINE N/F \ �"� �O� �0S `�u, G \ \��a 45 �9, r ti6 /F 9%F
-R/w-- w-= ROAD RIGHT OF WAY BRENDA WIGGINS 2 �S d'� G� \ \\moo_ 11,982 SF
/ DB 2108 PG 42 \ •'S
\ c� 0 0.28 A c, 5 pig 95+
TAR-PAM BUFFER MB 19 PG 63 8,219 SF 0 \ Ji \; \-' MISA = 3,500 SF 56 9� /
EOP = EDGE OF PAVEMENT ,� 0.19 Ac. G\ G\ \ "�•\`niP Z
5 MISA = 3, 500 SF \ 0 \ � •, 00
SCM = STORMWATER CONTROL & MANAGEMENT EIP 5� `rsr Gro \ \�0 Se',,\q G'� vi `
MISA = MAXIMUM ALLOWABLE IMPERVIOUS SAS sS �00 v',\�'� 1 I ao WETLANDS 5
SURFACE AREA IN EACH LOT Cb 0� 3a+, '. 11,624 SF \ \�cr\� Ogk 14 M w I
�` GrO sr3 F` `LO 'b O .�• 0.27 Ac. \ \ -` 1 `,` w
�� MISA = 3, 500 SF \ \ \ �15 0
8,182 SF %K F \\ \ �� \ �� j09 0�9, h `
HATCHED AREA DENOTES WETLANDS 0.19 Ac. EIP NI \ gyp. cam\ , d
. SURVEYED BY OTHERS. sSMISA = 3,500 SF �'o5 o1 o o�\ k , z �` I
ti 47 s
ii:ka*Azio�ip,
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.
LINE TABLE
LINE
BEARING
LENGTH
L1
S51 *19'10"W
35.92'
L2
S41'02'20"W
25.73'
L3
S63'01'23"W
24.32'
L4
S47'16'23"E
30.19'
L5
S47'16'23"E
30.93'
L6
N6'11'53"E
5.00'
o \ I 12, 526 SF r' Oh w. �.,\ J
�O I 0r'0 v'6 cb0� �S I 0.29 Ac. OHO. 91' F \ I '' N /F
50' TAR-PAM 0' F \ 0' 3 �i �.� L6 I TOWN OF SPRING HOPE
R �, MISA = 3, 500 SF
DB 1048 PG 493
oo SPACE.,, ��`� ' k "U
16,408 SF r4(� � � • � e? / �
0.38 Ac. 0� �" Ft� ► Zi
EIP, �/\ ��` COD p�� �\� �g�
Q 9 �
'o•
\ \� �p Q>J
�,• ^j� \ ti'r3r
\ \ TERR
EIP DB 12
��� \ 010
FO,p
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 NEWT
was used to perform the GPS survey: ,���"""",//, I, BILL NEWT
Class of survey "A" ,�c�`S� CARoll�'. COUNTY, CERTIFY TH
THIS CEIRTIFK
Positional accuracy 0.10' �© Q�oFE55/O��l �9 ALL WHICH STATUTORY
Type of GPS field procedure: VRS (NC)
Dates of survey: to 07MARCH2O22 - SEAL = RE ING•
Datum/Epoch: NAD83 (CONUS) = x L-3621Qw.
Published Fixed -control use: NC GNSS RTN ; V61 < �.
Geoid model: Geoid 12A (Conus) SURV�O �O OATE
Combined grid factor(s): 0.99993959
Units: US Survey Feet �'//,/��I'4.'I'Q`\\\\`�
That this lat was pre ared in accordance with G S 47-30 as amended
EIP
I
g
5� 0
� / / � 0 � w
PO
N
/
3
\\
\
//
SPACE / U
MINISPRINGMUM UHOPEG SETBACKS
N
\
�0R1
/ ��ai�OPEN
180,176 SF
N�Q��//
\\
4.14 Ac.
-FRONT = 25'
G�GG�,/
- SIDE = 10'
¢ \mom
\�Z
\
QY
/ /
- REAR = 25'
-CORNER SIDE = 12.5'
Z
kLFORD
PG 820
-x n
`_0.\
/ryh
�
PG 694
\
CR
Xe
A
'
89.16'
S88'36'23"W
A
IA
\
M
R"PPN
50 6�Fr`ER
EIP
EW OFFICER OF
THE I� OR FLAT
ISF ICI
N/F
TRACY HINTON
DB 1186 PG 37
CERTIFICATE OF OWNERSHIP AND DEDICATION
I/We hereby certify that I/We are 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 cation is accepted by the appropriate public
authority.
------------ - -- ----- -
0 er(s) Date
EIP/CONTROL CORNER
NC GRID NAD 83 (2011)
N: 8062 157.6 ' STEWART-PROCTOR, PLLC E 2,262,157.628'
COMBINED FACTOR = 0.99993959 ENGINEERING and SURVEYING
OWNER: (FIRM LICENSE NUMBER P-0148)
p p "0� PINTAIL OILFIELD SERVICES, LLC 319 CHAPANOKE ROAD SUITE 106
That this plat meets the requirement of G.S. 47-30 section F-11-A GRAPHIC SCALE 2S S 106 YELLOWWOOD AVENUE RALEIGH, NC 27603
Witness my original signature and seal this A k4_-day of __ APri_1 __ s• O. ZEBULON, NC 27597
20� so 0 30 60 120 00 r� TEL. [phone] FAX [phone]
60 3r F DATE 04-19-2022 SURVEYED BY
�Y4�1 CENTERLINE INTERSECTION ,
---------------------------------- WITH N. WALNUT ST. & SCALE 1 = 6 0 DRAWN BY
Professional Land Surveyor L-3621 ( IN FEET) McLEAN ST.
1 inch = 60 ft. REVISIONS
Date
Curve Table
Curve
Length
Radius
Delta
Chord Direct.
Chord Dist.
C1
159.84'
525.00'
17'26'38"
S53' 29' 43"W
159.22'
C2
161.58'
475.00'
19'29'25"
N52' 28' 20"E
160.80'
C3
61.45'
225.00'
15'38'52"
S39' 26' 56"E
61.26'
C4
22.24'
17.55'
72'36'16"
S89' 13' 37"E
20.79'
C5
21.14'
185.00'
6'32'46"
N48' 02' 47"E
21.12'
C6
32.44'
550.00'
3'22'44"
S46' 27' 46"W
32.43'
C7
80.78'
550.00'
8'24'54"
S52' 21' 36"W
80.71'
C8
54.23'
550.00'
5'38'59"
S59' 23' 33"W
54.21'
C9
28.60'
450.00'
3'38'31"
N60' 23' 47"E
28.60'
C10
1.33'
450.00'
0*10'09"
N58' 29' 27"E
1.33'
C11
51.40'
443.00'
6'38'53"
N51' 54' 15"E
51.37'
C12
36.63'
25.00'
83'57'33"
N5' 17' 36"W
33.44'
C13
68.14'
250.00'
15'37'02"
S39' 27' 52"E
67.93'
C14
54.76'
200.00'
15*41'10"
S39' 25' 47"E
54.58'
C15
39.27'
25.00'
90'00'00"
N87' 43' 37"E
35.36'
C16
54.29'
500,00'
6'13'16"
N45' 50' 16"E
54.26'
C17
86,50'
500.00'
9'54'43"
N53' 54' 15"E
86.39'
C18
29.30'
500.00'
3'21'26"
N60' 32' 19"E
29.29'
C19
72.10'
500.00'
815'44"
S58' 05' 10"W
72.04'
C20
80.12'
500.00'
9'10'53"
S49' 21' 51" W
80.04'
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 that a security bond or irrevocable
letter of credit in the amount of has been posted with
the Town of Spring Hope to assure the completion of required
improvem its.
Town Manager or Designated Agent Date
CERTIFICATE OF APPROVAL
I hereby certify that the subdivision plat 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 date below.
�. 4- • ao • aa,,,
Subdivision Administr Date
FINAL PLAT FOR SHEET 1 OF 2
WALNUT COVE SUBDIVISION
PHASE 1
LOTS 1 THRU 10, 36 THRU 47
JOB TOWNSHIP NORTH CAROLINA
NASH COUNTY OWNER PINTAIL OILFIELD SERVICES, LLC
DWG. N0. 21-0616
ZONED R-8 P.I.N. 2860-1821-5877
2860-1722-3345
1°! Ol43 1° age19 4