SW6220903_Plansheet - Existing Conditions/Survey_20221102

CONTROL POINT LIST
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
1
547,715.032
2,068,016.112
118.85
4D DISK
2
547,688.263
2,067,407.095
125.66
4D DISK
3
547,741.323
2,068,715.114
125.45
4D DISK
VICINITY MAP
NOT TO SCALE
LEGEND:
ECIZ ECM -EXISTING CONCRETE MONUMENT
EIP Oa EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
EIS O EIS -EXISTING IRON STAKE
ERBO ERB-EXISTING REBAR
SIR Oa SIR -SET IRON ROD
SPKO SPK-SET PK NAIL
SRBO SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
OVERHEAD UTILITY
-"—"—"-CREEK
- WETLANDS
TREE LINE
210 MAJOR CONTOUR
207 MINOR CONTOUR
----------EDGE OF WATER
too YF 100 YEAR FLOOD ZONE
BENCHMARK
SIGN SIGN
pp UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
ASPHALT
UNSUITABLE SOILS
WETLANDS
AREA: (BY COORDINATE COMPUTATION)
2,153,032 SF (49.43 AC)
PIN: 0564-75-4502
ZONING: Al
50' FRONT
20' 1 STORY SIDE
25' 2 STORY SIDE
50' REAR
SOURCE OF TITLE
DB 11257, PG 160
CUMBERLAND COUNTY
REGISTER OF DEEDS
1" EIP
(PINCHED)
N/F /
VERON BRINSON AND WIFE, 1/2' o
HELEN M. BRINSON & EIP /
DELORES B, CLIFTON
DB 5143, PG 621
PB 37, PG 35
e
N/F /
o JOHN M TOUHEY & WIFE,
0 1/2" ' PAMELA C TOUHEY
,/2" S86.39'40"W 281.84 TIE ° /
I �I? DB 8170, PG 590
EIP N 549,052.060 SS)• PB 124, PG 136 /
E 2,066,885.331 S6' 1/2
NC GRID NAD 83 29'F 3 ERB
(20 /1)v O 105 82 �%� 2 1 /2� \ 1ERB
EIS /
d 1 /2" N/F
q ERB SARDIS CHURCH OF LINDEN NC
° a c , B \ PRESBYTERIAN
8311,PG 72
CHURCHUSASA INC. /
o
o � o � � PB 124, PG 136
N/F
SARDIS CHURCH OF LINDEN NC
r 105�!_� o O PRESBYTERIAN CHURCH USA INC.
+
•� o S DB 3902, PG 639
�� -� S3•
a V` 2!.
O a \ EIR 1 /2„ 1 /2„ ERB
%w' w w ��uV o ��`S ERB ERB
w
° w w o d w ..\p EIR
O o 0 d 1 r�
Q o 0 0 \1 /2' 08 1 /2"
u. / u p u, u. • y �G7 1 /2" \ ERB /� ERB �0� _
v v v v v 0 v � o EIR S88'59'26"E ERB N82705 33^E' °
o-_ -
o W � 271.32' 84.87 o o b o
O ° v 105 oO qv lz�
108 0 ° �4 + + jJ W �� yr o D 2j� a G N 548,560.279
11 + o� � � o �E 2,068,093.325
Z� NC GRID NAD 83
w w 7 w m w a m m m O w (2011
u w wa w y w O w O w 7l ` w w w w P o °. O� 1) a Q 1 /2„� >;
u u a uu _ ERB
/ O� * D
w
+ + ���C � + yr �d �� � - o a
° o � % o
w w w w w w w w w w w w D
p W'CwW y W W W W4i, W W o W W W W W
w �v� v v v o ® w o� 104 v v v v
ow
a� + +o �� + + + + a
0
w d�y w w w w w y w w w w Q r
/// C) w d w w v v v v p v W lJ� w w w w W w o ww v wo v v v vQ v a a
N w o w w p w w w 0 w w� w 1 �� w w w w Ga O W w o
Ict
v vY v
c00+.vim , .v ' .v O
113
a
a o o ° % o o� N/F
N/FtD p MICHAEL P WALTER AND °' Q
MELISSA H. CLEMENT r�
DB 2632, PG 716 ° d a a DENNIS T FIG 160 o
� o o � DB 11257, PG 160 �
PB 28, PG 6 a n u PB 147, PI 88 O
o a 113 J .
G'
a ° o a o
� � v
O 113 O
a �
R �..► ° , �C� 113
NOTES:
1_� U - -
O
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
° o
2. COMBINED SCALE FACTOR: 0.99987259
LOCALIZATION POINT N: 547,715.032 E: 2,068,016.112
D
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
VIRTUAL REFERENCE SYSTEM.
125 D
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
Ci
SURVEY VIRTUAL REFERENCE SYSTEM.
0 120
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
D
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
o
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
o D
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
D a
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
o
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
o
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
p 1/
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
L _
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
PIP
8. A PORTION OF THIS PROPERTY LIES WITHIN FLOOD ZONE "AE"-
ACCORDING TO MAP# 3720056400K OF THE FLOOD INSURANCE
RATE, DATED JANUARY 5, 2007.
58710'43"W 236.91' .......... - - - - —
9. THE CONTOURS SHOWN ARE FROM A PARTIAL GROUND SURVEY
- _ — _ _ _ _
AND TAKEN FROM THE NORTH CAROLINA SPATIAL DATA
o - -
DOWNLOAD WEBSITE, VIA THE NC FLOODPLAIN MAPPING1'
PROGRAM. THE CONTOURS WERE ACHIEVED VIA LIDAR MAPPING
EIP EIP
SYSTEMS AND ARE PART OF THE PHASE 3, 2015 QL2-NC DATA
SET. THESE CONTOURS ARE 1' CONTOURS AND ARE IN NC GRID
N/F I
NAD 83/2011 AND NAVD 88 DATUMS.
DONNA W. WORLEY AND
MICHAEL P. WALTERS
DB 10276, PG 65
PB 119, PG 27
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 _____, PAGE _____ 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 29 DAY OF SLPTLLmE)Lg 2022.
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 MARCH 3, 2022 USING TWO
TRIMBLE 5700 RECEIVERS.
jw.le L"t, - -
PROFESSIONAL LAND SURVEYOR - L-4571
I, SEAN R. SEEVER, CERTIFY THAT A PORTION OF 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 29 DAY OF
SEPTE1ME)I1 A.D., 2022.
PROFESSIONAL LAND SURVEYOR - L-4571
117
x
A
1 1
Q
117
0
100 � 100
JA 001
\ � ,pp y�
A001— \ � � �100 yr
0-1
\
N/F $ o \
JOHN M TOUHEY & WIFE, \
PAMELA C TOUHEY 1/2" \ .
DB 8170, PG 590 ERB \
PB 124, PG 136
S58°01'08"E
21.40' TIE \
\`*\�610.25;N68°03'28"E ERB99 ERB
�q8 \
FRB
, /2
ERB
ERB
- -
bl il�-moo
­-1
­-1 /2
ERE
0
- 0 YF — 100 YF
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J/ IY 1p0 10
100
YF
O a
100 PF
o
Q a
/100 d�p
n
0 0 .
o
O N <
0
Q
N /F
R. B. INVESTMENTS, L.L.C.
DB 5325, PG 237
pp�__�__�—
_161-%�— -
pp
INV INV pp 61-1111111
INV INV INV 115.78 115.83 —
/ 117.74 117.57 p 115.04N
15" RCP N87°52'30"E 575.71' _ _ _ _ _ --
1
IERB /2„
INV_p�_
115.54' VINE COMMUNITY CHURCH INC.
R=91672.00'� _ _ � - - - - - NC 217 -LINDEN ROAD N/F
L=1113.89' TBM
CHORD 4D DISK #1 60' PUBLIC R/W
N 547,715.032 A NORTH CAROLINA NON-PROFIT CORPORATION
DB 112
S87°31'36"W E 2,068,016.112 , PG 79
PG 97
PB 71
1113.88' ELEV 118.85
NC GRID NAD 83
(2011)
NAVD 88
N/F
MICHAEL P WALTER AND
DENNIS T WORLEY
DB 11257, PG 160
PB 147, PG 88
I
"DARE
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN �O: •'FESS /0•.•GRAPHIC SCALE
�• Y i
EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE
EXISTING EASEMENTS AND DOES NOT CREATE A NEW Q AL <' 100 0 50 100 200 400
STREET OR CHANGE AN EXISTING STREET. 57 -
i�� �. •�• SURv� *1l`��` ( IN FEET )
....
PROFESSIONAL LAND SURVEYOR - L-4571 I R . S 1 inch = 100 ft.
0q.1q•22
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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pQ,••FESS /0 •
a�'•AL
r 57 -
s'� SURv�•'C`Q`��
cc ••......•••' J ����
qN/ R'fION SE� 4��
REVISIONS
PROJECT NAME
LINDEN
LANDING
SUBDIVISION
EXISTING
CONDITIONS
CLIENT
AGS LAND LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
CLIFF
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1878
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE SURVEYED
MARCH 3, 2022
SHEET NUMBER