SW6220702_Plansheet - Existing Conditions_Survey_20220810

COATES RD
W�0,\ u'3r Ro °
G: —
LU
ARNETT COUNTY SITEco
wLU
ir
°
o
0
CUMBERLAND COUNTY m
F i E
-C �/ I� ° 1
OP i S7OR v`� RO
G �
NORT
Sr
VICINITY MAP
NOT TO SCALE
Z
o
-
�� 10o YF
0
NW
100 YF"""0 CID
�� �� ♦moo �„�.00
o
°p yF
100 YF 1pp �
J100 � � 100 YF /_,/' LITTLE RIVER
� ^�— goo � 100 YF
oo� ,00 YF '�..�-'
100 '� °o
N86°57'11"E 137.14' ��t 100 '� r�.
�.//✓ N83°46'18"E 276.27' S8p°37'O6.,E
./ X 'pp
'00 - X X }. 357.57' TOTAL
yp
„E 1119.54 /�� _ X X' X x� �'OO yF
10o YF N77.p5'06 X , �� >�, X '�� � �_ 390.34' TOTAL
xl , � KC , I I , �06 — °' �` .. — .. — > o<\x�' �� ><X�C >� S81°44'S1"E 219.
X >� � _ X _ X s8'
163 x _ .fir— �3o X ✓ �_� TOTAL o0
_ •
AGO 100 YF�lr 53'E 22 X �. ,00— ��J _ X �—�ao �\ �� � - /s \ ,� S
'�0� 30 —,O 50' j!�Oy�� < yc = - s= � �XXNK� i X /\ \ r 6825Q2„ 100 YF
VVV Xj X /\ ..�!/ r00T"'�•_�._ s _ ,os X X \ E
9T —
2 �� a' X 4 x x _�..
N80 pT 49 }� X X x X' . r �� \ X °o
X X i 3 — 30' 1 l X S
50
50• 50 10 <_ 0,0 \ `�' X 232•• 700 7
C
pop yF° 8
s yF 0 s
- , , o, .
�sx��• o ,�° 10o rF - � , , � X�.
s - -Ir
X 0-1
100
00 0 DISK �X.%
TO ys010<
AA � F 00 N
X yF
P o X CHALMERS K�COLLIER, JR.
y
� o A ???CCC �,, r �� — _ DB 2534 PG 403
i
!I)
N/F
NLMERS COLLIER,
DB 2387, PG 621
R40
���
0
F
I
W0
a
1
oat S83'39'1_, 2"`N390.90' TO.�
1/2"
11"W 219.01' ERB
Y LINE AGREEMENT EXISTING S8332 \ - a
BOUNDAR o
DB 36261 PG 615 WHEEL OPT
r !
W 658.48' \\ �I — oPL —
S83'41' 39 �'
PP N /F `1
EXISTING 0i/ FRANK A. COLLINS & WIFE, 3
H N/F 3 CIS DBD3881, PWH EL C.OGL30S 00
)
FRANK A. COLLINS & WIFE, I ZONING Al co
CANDIS C. COLLINS M �'
co/DB 3881, PG 28 N v1I
m ZONING Al cy/
0
EXISTING WHEEL HUB
CDWITH 1/2" EIP ERB
� o
0/ 1 1/2" EIP
NCHED)
o
1/2"
EIP
AREA: (BY COORDINATE COMPUTATION) SOURCE OF TITLE
3,161,332 SF (72.57 AC) DB 717, PG 170
DB 2377, PG 421
DB 2387, PG 621
PIN: 0554-49-0024 CUMBERLAND COUNTY
REGISTER OF DEEDS
GRAPHIC SCALE ZONING: R-40
too o so too 200 400 30' FRONT
15' SIDE
35' REAR
( IN FEET )
1 inch = 100 ft.
a O
O
0
N/F
CHALMERS K. COLLIER, JR. & WIFE,
MARGARET 0. COLLIER
DB 717, PG 170
/ ZONING R40
jo O
N/F
THOMAS GARY PEMBERTON
DB 395, PG 231
PB 7, PG 26
ZONING Al
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99987260
LOCALIZATION POINT N: 549,023.319 E: 2,052,827.427
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. A PORTION OF THIS PROPERTY LIES WITHIN FLOOD ZONE "AE"
ACCORDING TO MAP #3720054400K OF THE FLOOD INSURANCE
RATE, DATED JANUARY 5, 2007.
0
0
da
ZONING R40
o O
_j�o
100 YF
� ,00 YF
oD% o a
Q
a P� D Oo ^oo
ro
� t
O
�----- , LEGEND:
a^
0 DOT DISK
5�h EIP Oo EIP—EXISTING IRON PIPE
o' O EIR Oo EIR—EXISTING IRON ROD
Q
N 548,499.863
E 2,054,920.914
0
NC GRID NAD 83 \ 2 N
(2011)
1 1 /2" N/F
EIP WITH CAP PLATO M. WILLIAMS
DB 9316, PG 218
PB 144, PG 63
ZONING Al
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 18 DAY OF JULY, A.D., 2022.
----------- --------------------------
PROFESSIONAL LAND SURVEYOR — L-4571
\\II11111// I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
SURVECARO���//� UNDERYMYASUPERVISIONETHISOM AN ACTUAL GPS SURVEY WAS
SURVEY
••ESS �•• �/ �� PERFORMED TO C-2II FGCC SPECIFICATIONS RTK GPS WITH
�.Q�QF DiL<2� VRS FIELD PROCEDURES WERE USED. THE COORDINATES
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
AL — USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
t 457 : SURVEY WAS PERFORMED ON JULY 7, 2021 USING TWO
I TRIMBLE 5700 RECEIVERS.
ol
/ RI i IS X\ ------------- ----------------
------------
PROFESSIONAL LAND SURVEYOR — L-4571
crms l
ERGO ERB—EXISTING REBAR
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
— OPT — — —OLD PROPERTY LINE
— ADJACENT PROPERTY LINE
RIGHT—OF—WAY
OVERHEAD UTILITY
— — WETLANDS
—PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
— �' — �' — 30' VEGETATED BUFFER
x 301.25' SPOT ELEVATION
BENCHMARK
PPS UTILITY POLE
C• GUY WIRE
wv
I>4 WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
0 ASPHALT
0 WETLANDS
0 UNSUITABLE SOILS
0 SURFACE WATER
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.
---------- ----------------------------
PROFESSIONAL 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 SHOWN. PAGE HEREON 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 18 DAY OF JULY, 2022.
------ ----------------------------
PROFESSIONAL LAND SURVEYOR — L-4571
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I G-2354
www.4Dsitesotutions.com
``���\
N�N CAR9� %���i
ZQ' oFESS /0 •••�i'i
AL
457 -
i <
"V R•i►S��
b-i' is ll
REVISIONS
PROJECT NAME
COLLIER
GATE
ESTATES
SUBDIVISION
(ZERO LOT LINE)
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:
1784
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE SURVEYED
JULY 7, 2021
SHEET NUMBER
C-1 no