SW6201202_Plan (Ex. Site)_20201208

VICINITY MAP
NOT TO SCALE
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99987730
LOCALIZATION POINT N: 482,533.399 E: 2,089,546.237
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
VIRTUAL REFERENCE SYSTEM.
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM.
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
8. THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO
MAP# 3720048800J OF THE FLOOD INSURANCE RATE, DATED
JANUARY 5, 2007.
TOTAL AREA: (BY COORDINATE COMPUTATION)
1,316,318 SF (30.22 AC)
PIN NO: 0488-82-9301
50' FRONT
20' SIDE
50' REAR
SOURCE OF TITLE
DB 7867, PG 301
CUMBERLAND COUNTY
REGISTER OF DEEDS
I ( 4 ,—
ROBERT EARL WILBOURNEI N/F
N/F & WIFE, SHARON RENEE COLLIER
ROBERT EARL WILBOURNE
LOI NE
1/2 I �� LOIS ANN WILLBOURNE WIFE, I DB 8376, PG 59I DPB53 102, PG 42I SONYA AUTRY MOZINGO
N10°27'30"E ERB DB 8376, PG 57 PB 112, PG 169 I TRACT TWO OF
PB 112, PG 169 DB 10443, PG 298
30.06' TIE PB 102, PG 42
1/2"
1/2"
z 1 2 ECM ERB 163.46' EB 196.78' ERB 175.18' ECM
N 482,546.162 "' '" W '� S88°19'39"E 530.15' W -�
E 2,087,888.145 �� W W W W W W W W W W
134� S88°19'49"E 535.41' TOTAL
NC GRID NAD 83 , W W W W W S88°17'32"E 533.01'
(2011) W Y W W W W mix W W W Y
W W W W W \\YW W W W W W
W W W W W W W
W W W W W WY 140
O �2
W
13Q� 23��• � �
I 4Y 9 N/F Q
?�49. JAMES STANFORD FISHER & WIFE,
BEVERLY ANN LEDBETTER FISHER
DB 7867, PG 301
N/F
ERDBS2315,BJR.
PG 329
LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP Oo EIP-EXISTING IRON PIPE
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
- — — — -SETBACK LINE
OVERHEAD UTILITY
X FENCE LINE
TREE LINE
145 MAJOR CONTOUR
141 MINOR CONTOUR
x 140.47' SPOT ELEVATION
BENCHMARK
PP UTILITY POLE
C• GUY WIRE
wv
N WATER VALVE
FIRE HYDRANT
HARDWOOD TREE
ASPHALT
0 BUILDINGS
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE
EXISTING EASEMENTS AND DOES NOT CREATE A NEW
STREET OR CHANGE AN EXISTING STREET.
PROFESS! JNAiL LAND SURVEYOR - L-4571
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK 7867 PAGE 301 OR OTHER REFERENCE SOURCE
------- _--------- ); THAT THE BOUNDARIES NOT
SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION
IN BOOK _____, PAGE _____ OR OTHER REFERENCE
SOURCE ______________ THAT THE RATIO OF
PRECISION OR POSITIONAL ACCURACY IS 1:10,000+; AND
THAT THIS MAP MEETS THE REQUIREMENTS OF THE
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND AND
SEAL THIS 25 DAY OF MARCLI 2021.
L-,R.
je,,'�-. .
------------ PROFESSIONAL LAND SURVEYOR - L-4571
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
UNDER MY SUPERVISION. THIS GPS SURVEY WAS
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH
VRS FIELD PROCEDURES WERE USED. THE COORDINATES
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
SURVEY WAS PERFORMED ON JULY 28, 2020 USING TWO
TRIMBLE 5700 RECEIVERS.
La"R.
PROFESSI NAL LAND SURVEYOR - L-4571
N41
i
N87°56'43"W 826.20'
3�
ice/ 1
1 /2"
ERB
zl
C:)
CAPP�_IP:I
TBM
4D DISK #1
1 N 482,533.399
N I E 2,089,546.237
Tj ELEV 140.92
S88°03'23"E
0 1 NCGRID NAD 83
60.14' TIE (2011)
1
j
NAVD 88
m
ECM
EIP
r>
o I l u l o
1/2"
O ERB
I
I
I
-
\ 5 /
r 7
I
I
N/F-�
I
��
HELEN C. AUTRY
N/F
I
r� 9
DB 10644, PG 546
SONYA AUTRY MOZINGO
I
PB 98, PG 105
I
TRACT ONE OF
N/F
DB 10443, PG 298
PB 98, PG 105
I
BRIAN E. SHIREY,
I
VM
y
ROBERT L. & JEANET SHIREY
DB 7732, PG 782
PB 112, PG 199
I
0
477.08'
EIP WITH
a
O
/2" ERB
ki
-�
2" EIP
,- N 482,445.551
S88.21'48"E 1807.15' TOTAL
WITH NAIL
652.30'
E 2,091,352.546
ECM NC GRID NAD 8
(2011)
1
1- w c,+
O A w
90
90 oW
w I U
X.
W A
N87°59'21 "W 419.18'
2" EIP 5/8„
o (LAID OVER) ERB N/F 1/2
N87°56'43"Wf 1 ROY S ROBINSON &WIFE ROY STEPHEN ROBINSON ERe
r' A ��
6.93' TIE D CYNTHIA F.
ROBINSON &WIFE,
I
1_�
`
1" DB 8912,
I
PG 439 CYNTHIA FLOYD ROBINSON
I
JERRY SAMUEL COLLIER & WIFE,
rT1
o E
TRACT ONE OF
I 10477, PG 724
— —DB
LOIS R. COLLIER
I -1
DB 5388, PG 133
0 0 1
N/F
PB 124, PG 178
C)
ROY STEPHEN ROBINSON
�m
& WI FE,
I
Z
CYNTHIA FLOYD ROBINSON
TRACT TWO OF
PP
Q
DB 10477, PG 724
1/2"
ERB
1/2"
�[J ERB
00
N
rn
CARd�
Q� .• SS • •• �G
�O•QOFE /p�,.�i
.a AL <.
lAr-P57 �Pial.
.••. SUR .• J!�
I/V/IRIIIISe�
b3 •ZS•21
I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C"
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE
CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND
SEAL THIS 25 DAY OF MAXI -I, A.D., 2021.
La-,R. jev,,�, -
------------ ---------------------
PROFESSI NAL LAND SURVEYOR - L-4571
s
145
N/F
JAMES STANFORD FISHER & WIFE,
BEVERLY ANN LEDBETTER FISHER
DB 7867, PG 301
146
N87°59'21 "W 1338.72' TOTAL
534.94', t /2"
1/ O ERB 457.89'
�3A;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
L'
o
I r`313
I ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
1/2"
ERB
I
I
I
OOO Y
ri Qrn
� 07 00
I>0- �
N Z Ld
mK)
O N
\ON 00
W
0_
147
J �N88°50'17"W
14.15'
345.89'
�3C;
ARTHUR JOE DOUGLAS & WIFE,
ELVIRA G. DOUGLAS
DB 5159, PG 502
PB 105, PG 24
GRAPHIC SCALE
120 0 60 120 240 480
( IN FEET )
1 inch = 120 ft.
4Dsite
solutions
0
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
FAITHWILL
FARMS
SUBDIVISION
EXISTING
CONDITIONS
CLIENT
Fbiu
A4kConstructlor
409 Chicago Drive - Suite 103
Fayetteville, North Carolina 28306
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
MIKE
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1691
DRAWING SCALE
HORIZONTAL: 1 "=120'
DATE SURVEYED
J U LY 28, 2020
SHEET NUMBER
C-1 no