SW6220602_Plansheet (C-1.0) - Existing Conditions_Survey_20220810

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AREA: (BY COORDINATE COMPUTATION)
2,823,072 SF (64.81 AC)
PIN: 0465-16-5790
ZONING:
Al PND
FRONT 50 30
SIDE 1 STORY 20 10
SIDE 2 STORY 25 15
REAR 50 35
SOURCE OF TITLE
DB 11396, PG 178
CUMBERLAND COUNTY
REGISTER OF DEEDS
s7r' PEACEFUL FARM DR
20,E
NORTH
VICINITY MAP 1/2"
NOT TO SCALE �J oEIP -
777 Q•�6 p' E 198 3�.
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SIDS MILL PROPERTIES, LLC
TRACT 1 OF r -4_ m O
DB 10080, PG 367cl
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NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99988198
LOCALIZATION POINT N: 456,013.606 E: 2,060,567.213
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
VIRTUAL REFERENCE SYSTEM.
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
WERE ESTABLISHED USING HE 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# 3720046400J OF HE FLOOD INSURANCE RATE, DATED
JANUARY 5/2007.
CONTROL POINT LIST
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
1
456,013.606
2,060,567.213
114.49
4D DISK
2
456,242.353
2,059,817.473
107.37
4D DISK
3
455,802.035
1 2,061,253.456
1 130.97
1 4D DISK
N/F
SIDS MILL PROPERTIES, LLC
LEGEND:
ECM,, ECM -EXISTING CONCRETE MONUMENT
I
EIP
x 208.47' SPOT ELEVATION
OO EIP-EXISTING IRON PIPE
BENCHMARK
EIS OEIS-EXISTING IRON STAKE
I
PP• UTILITY POLE
ERBO ERB-EXISTING REBAR
C• GUY WIRE
Io COMPUTED POINT
N WATER VALVE
N/F - NOW OR FORMERLY
FIRE HYDRANT
IR/W - RIGHT OF WAY
WELL
PROPERTY LINE
HARDWOOD TREE
1 1/2" EIP
I _ ADJACENT PROPERTY LINE
PINE TREE
o (PINCHED)
—
RIGHT-OF-WAY
ASPHALT
I - — — — -SETBACK LINE
CONCRETE
SD STORM DRAINAGE
WETLANDS
W WATER LINE
UNSUITABLE SOILS
OVERHEAD UTILITY
PROPOSED FIRE HYDRANT
N/F
WETLANDS
�]■ PROPOSED WATER METER
GEORGE A. SINCLAIR & WIFE,
IPERMANENT EASEMENT
PROPOSED BALL VALVE
I
ELLEN G. SINCLAIR
X FENCE LINE
►� PROPOSED WATER VALVE
DB 2363, PG 259
ITREE LINEN
PROPOSED TAP SLEEVE AND VALVE
210 MAJOR CONTOUR
• PROPOSED BLOW OFF
1 1/2"
I 207 MINOR CONTOUR
F72 PROPOSED TEE
EIP
0
—
"PROPOSED 22.5' BEND
—Q 1 EIP2
I
► PROPOSED PLUG
F
I
N/F
/ PROPOSED REDUCER
SANDY
DB 496, I PG
G 45555
`\
v S01•25 TRACT 1 OF I N/F
49 W 7g3 32.'---� DB 10080, PG 367 CHAD LENTON STARLING \
Q I I DB 10639, PG 594
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DB 8981, PG 770
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EIP
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ECM v w u� C] !% �� l �C %V��� / I �G
RANDALL ALLEN HALL, JR. D� % Q I ♦ ' f
& WIFE, �\ �� �% �n o ��� A�� ^� / f-� / l �J �, �/� ��'1 // �\ �� Q' RAYMOND STANLEY CHAVIS & WIFE,
/ KATHY L. CHAVIS
BEVERLY G. HALL 2 / ( / �" ♦ °+ W y w v < 13 / f �' DB 5990, PG 893
DB 2776, PG 469
D / ja — U 5 _J„ I - 137 —3� i \ o �� A; ,J ��' ya EIP
133
-7 PB 99, PG 160
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n �� / S \- �l Q�135
l STOUT LAND DEVELOPMENT, LLC
DB 11396, PG 178 < 135
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` O �`� �� ECM WITH � —� /���, �\ \ I ��--�_� � �-. � ,� ,v _
% D \ I
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co N/F \ v A
/ (PINCHED) � � � �� l y W � �
Z PEGGY JEAN ALLEN v
DB 5322, PG 315 \ l 3o v ` _ / N/F
PB 59, PG 60 - _ ��r y \_ -��� / - I v W v v o \ -1� o A �����
??� _� �) J A�� �✓1� �C� ��� �• , , Q v� �� I / i ���i �1 ��� v v v o�.� �� ADAM GLENN ALPHIN
�♦ `33 --� j /\�°/� DB 9943, PG 500
`SCRs A N/F
w� j 1 / �J �'S�'\� �� v f/ 2� �J.�I�� �/ .� v %GEORGE BARKSDALE TARRANT III & WIFE, h��S289 EIP
ECM �� 1/2" W J % KRISTY -� w 1`� �\ / j \ ' !� r � w w W W C TRACT 1 OF
ERB l I V A 1 (.
p`ry• o % ��� �� W W W v W v v v v DB 9710, PG 817 ��� c`�� N38°37'01"W
N21°54'29"E / v w 125 - � " 1 A 50.26' TIE
43.76' 3EIP �i v w v O W `✓ I,) f W v W y W W 73 w v v CEMETERY L/�
�Y W ,y .y •L W W W \\� S/ - / I ,y �J .y •Y �> + W ,y W W y W /'1 \\
N/F3R `1' { ��' D 13� t �_ V y W W N W y W W W W W O W W `Y W W ,,, �w W W W I L� \�756 •� �)� R=984.93'
ECM SIMPSON FARMS, LLC N/F F W Q� l i �� W W W
/ TRACT 1 OF / JONATHAN EVANS & WIFE, 190 W 123" W / / t /, - -- o 7), F iL=120.48' N/F
DB 9991, PG 830 SUE McD. EVANS �' "L���I 1� v v �14v �I � 1/2" CHORD JAMES ARCHIE SMITH & WIFE,
/ / - ( SHIRLEY M. SMITH
�.� ° � c�� j ( o \� ERe \120.49; 49"W
� TRACT 2 OF aw �• �' `�' `�' �- ? > � o ��> � A� ,� .v v C.�
DB 10709, PG 111 �O o w w OJ (�_\ J L DB 4363, PG 632
Oo EIP
\ W W •Y / \_��� 1 �, ,�, W •Y W W W EIP
1�. W ^Y W W W W W W � � .Y .y `Y y'
N/F
� `--"� 72 W W W W W W W W ^Y •Y •Y W .y W
JONATHAN EVANS & WIFE, s W W D J�v W y Y W W w w
SUE McD. EVANS / �0 (� W W W v i i i v �L55 v W W w w 7 11 �1 ' CEMETERY \
TRACT 1 OF W y' = W y W W W y y y W (f L W W Y =
\ / DB 10709, PG 111 'V N2 d W W W W v W Y v
:T SIBS W W W �e'y' �J W ^Y W W W y•L W W W W ^Y `=' /—, ' \
y W Y W W
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN �� N CARD // a W W e v v W W W w W W
EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE �Q�..••'S "••. / ��i / W W /
EXISTING EASEMENTS AND DOES NOT CREATE A NEW �Q:�FE S/0•.• �� W y y o�'
•1. N/F W W w w N/F
STREET OR CHANGE AN EXISTING STREET. QQ` �< ; JONATHAN EVANS & WIFE, W y W �°j W W W W W W W N
AL ; �3/4„ SUE McD. EVANS 1" EIP W u
• • r 457 / ERB DB 2768, PG 213 (PINCHED) N 707 W Y © W W W W W ` W W v v �,- JAMESSHIRLEY MARCHIE MSMITH WIFE,
----------------------------- p �: ��pA)•2j• �� W �W v /\ DB 2071, PG 501 NS
------------ t(I
PROFESSIONAL LAND SURVEYOR - L-4571 iS UP, 0 �4"
R` / / F ECM v v y �7 v a i W W W w w o w �'' W v \./O
CO
11)
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN b ("j• b� •/ 1 2 / W W fJW �i \1ER8 r NC GRID NqD 8„=__
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN N/F y W W k ' W W • s
BOOK _____, PAGE _____ OR OTHER REFERENCE /CHRISTOPHER J. DAWSON & WIFE, W V 1 = 120
SOURCE _______); THAT THE BOUNDARIES I, SEAN R. SEEVER, CERTIFY THAT HE CONTROL FOR HIS TINA RENEE DAWSON
NOT SURVEYED ARE INDICATED AS DRAWN FROM SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY / DB 74, PG 7S0
/ PB 110, PG 91 R6 F y W y s0v /
INFORMATION IN BOOK _____, PAGE _____ OR OTHER UNDER MY SUPERVISION. THIS GPS SURVEY WAS �--. �
REFERENCE SOURCE -----------------• THAT THE PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH I, SEAN R. SEEVER, CERTIFY THAT HIS CLASS "C" 8 O R�2 W
RATIO OF PRECISION OR POSITIONAL ACCURACY IS VRS FIELD PROCEDURES WERE USED. HE COORDINATES TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY - 62. v w v
1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT N/F GRAPHIC SCALE
OF HE STANDARDS OF PRACTICE FOR LAND SURVEYING IN USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS MEETS OR EXCEEDS HE NORTH CAROLINA ADMINISTRATIVE / ,JOHN CAMPBELL, JR. & WIFE, W W 2 i NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND SURVEY WAS PERFORMED ON NOVEMBER 2, 2021 USING CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND ANNETTE T. CAMPBELL v W 100 o so 100 zoo 400
AND SEAL THIS 9 DAY OF AUGUST, 2022. TWO TRIMBLE 5700 RECEIVERS. SEAL THIS 9 DAY OF AUGUST, A.D., 2022. / DB 10314, PG 207 TBM N/F
PB 116, PG 34 0 4D DISK #1 ISRAEL RAY JACKSON & WIFE,
/ N 456,013.606 SHELLY DARLENE JACKSON
J CM' E 2,060,567.213 DB 5748, PG 722 ( IN FEET )
------------ ---------------------- ------- ---------------------------------------------------------------------------------- / �_� ELEV 114.49 PB 106, PG 41
PROFESSIONAL LAND SURVEYOR - L-4571 PROFESSIONAL LAND SURVEYOR - L-4571 PROFESSIONAL LAND SURVEYOR - L-4571 7 ` ECM NC GRID NAD 83 1 inch = 100 ft.
N 21 °34' 58"E (2011)
N/F \ 1�30.23' NAVD 88
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 C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
TARRANT
ESTATES
SUBDIVISION
(ZERO LOT LINE)
EXISTING
CONDITIONS
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
CLIFF
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1827
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE SURVEYED
NOVEMBER 2, 2021
SHEET NUMBER
C-1
no