SW6210703_Plansheet - Existing Conditions_Survey_20210820

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MARY HELEN W. JOHNSON MARY W. WEAKS GARDNER
DB 687, PG 430 \ DB 2085, PG 630
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\ N/F 01
BARBARA ANN ROSS
DB 967, PG 388
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VICINITY MAP
NOT TO SCALE
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LEGEND: - -
EIP 0EIP-EXISTING IRON PIPE ERB
EIR EIR-EXISTING IRON ROD
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slze0 SRB-SET REBAR JAMES MICHAEL SPELL
o COMPUTED POINT DB 1527, PG 56
N/F - NOW OR FORMERLY PB 36, PG 100 0
/ 1/2"
R/W - RIGHT OF WAY / EIR
PROPERTY LINE /
ADJACENT PROPERTY LINE /
RIGHT-OF-WAY _
-SETBACK LINE (' 2
OVERHEAD UTILITY ��-
X FENCE LINE N/F
TREE LINE JAMES MICHAEL SPELL
DB 1527, PG 56 UA
210 MAJOR CONTOUR PB 36, PG 100
207 MINOR CONTOUR w rn.
x 208.47' SPOT ELEVATION /
BENCHMARK /
PP UTILITY POLE /
C• GUY WIRE
wv _
N WATER VALVE �-
A0fFIRE HYDRANT ` 3 �2
HARDWOOD TREE N/F
JAMES MICHAEL SPELL
DB 1527, PG 56
PB 36, PG 100
N
1 /2'
EIR
N72°12'18"W o
AREA: (BY COORDINATE COMPUTATION) 101.12'
1,253,770 SF (28.78 AC) 1% 1/2 N 9°1822 W
EIR ' 100 ��200
PIN NO: 948225977000 0 20�
202
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SOURCE OF TITLE w 0 1/2" �--�
DB 1527, PG 56 \ EIR \ 4
ROBESON COUNTY ---
REGISTER OF DEEDS \ N/F
\ � HENRY MCBRYDE &
\ ALICE WILLIAMS
DB 1578, PG 542
\ o. do PB 36, PG 100
\ )�0 Z
\ 157 �130 PP /
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NOTES: MILTON SMITH
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES DB 1814, PG 138
UNLESS OTHERWISE NOTED. 5/8„
2. COMBINED SCALE FACTOR: 0.99988938 ERB
LOCALIZATION POINT N: 425,358.110 E: 1,983,415.589
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 /
2°46'40"W 127.42'
SURVEY VIRTUAL REFERENCE SYSTEM. / U ----
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM / Q
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
0
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY Cp;
THIS SURVEY. N/F 4-
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH rn
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. LAKISHA MITH- ERIC McGOUGASMITH- &WIFE, N
McGOUGAN �
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD DB 1968, PG 693 O
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BYTHIS FOR ANY CONDITIONS WHICH
5/8„
EXISTSBUT ARE UNKNOWN OR REFERENCED HEREYON, SUCHLAS �����`NIICAR'N/ERB
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, ��� �� ••""••• / /// i
EASEMENTS, CEMETERIES, AND FLOOD AREAS. `�=p.:OFESs
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS Q� `9�•�
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. qL ;
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE 457
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR <
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN ��i S .
`1,:•' l`���♦
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. //iF�Q. �J ���� N/F
8. THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO // /RIISl: ERIC McGOUGAN & WIFE,
MAP# 3710948200J OF THE FLOOD INSURANCE RATE, DATED LAKISHA SMITH-McGOUGAN
OCTOBER 17, 2006. b/ _ .bi11 DB 1968, PG 693
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 I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C"
STREET OR CHANGE AN EXISTING STREET. TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY o.
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 ----
PROFESSI NAL LAND SURVEYOR - L-4571 SEAL THIS Z DAY OF JuNE A.D., 2021.
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 Z DAY OF JAE, 2021.
PROFESSI NAL LAND SURVEYOR - L-4571
I
I
I
5/8"
l ERB
21",N/F
---------------------
PROFESSI NAL LAND SURVEYOR - L-4571 MICHAEL JACOB
NELSON STARKES &
MALIK MORGAN
DB 1741, PG 134
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 - o
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH 3/4"
VRS FIELD PROCEDURES WERE USED. THE COORDINATES EIP
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
SURVEY WAS PERFORMED ON JANUARY 19, 2021 USING
TWO TRIMBLE 5700 RECEIVERS.
----------- ---- ------------------
PROFESS1 NAL LAND SURVEYOR - L-4571
N/F
VANN H. McDONALD
DB 760, PG 337
N/F
SUSIE NORRIS MCKAY
ESTATE 05E-231
N63°2 00 7"W 580.72'
S62°59'29"E 617.84'
1/2"
EIR \
N/F
LEO WILLIAMS
DB 680, PG 249
ill 5/8"�1
EIR N63'44'21 "W EIR
0 0
59.95'
204
1/2"
EIR
N/F
VANN H. McDONALD
DB 760, PG 337
N/F
CHRISTINE WILLIAMS BALDWIN
DB 1283, PG 737
PB 39, PG 134
1\ N63'20'07"W 317.88'
I❑
1 i N/F
N/F // NAHUM DE JESUS MORALES
N/F ,
LEO WILLIAMS N/F MAGDALENA PEREZ SEVILLA,
JESSICA WILLIAMS & JAMES WILLIAMS
DB 680, PG 249 JOSEPH WILLIAMS / JOYCE L. DE JESUS &
DB 1290, PG 27 DB 1124, PG 146 DEBORA DE JESUS
PB 39, PG 134 / DB 1815, PG 651
�3EIR o N63'19'20' W 99.93' 1RB N 3°21'48"W 100.05' RB N63°0 18"W / EIP
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CHARLENE G. PURCELL
& HUSBAND,
VINCENT M. PURCELL
ERB DB 1623, PG 265
PB 36, PG 100
^°` N/F
0)' TIFFANY L. CHAVIS
5/8" EIR r�`� DB 2010, PG 563
(BENT) o PB 36, PG 100
46
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EIR VERONICA U. JACKSON & /
DON L. GARDUNO
DB 1699, PG 742
PB 36, PG 100 /
\ /
47
0
1/2" N/F
EIR GEOFFREY P. THACKERAY & WIFE, /
LYDIA M. ROBINSON /
�\ DB 1451, PG 330 0
PB 36, PG 100 / /1/2"
/ EIR
48
N/F /
DIXIE MARTIN WAGERS & /
TERRY MOORE WAGERS / 1/2"
DB 1945, PG 818 o EIR
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N/F EIR ELEV 200.82
o DAVID A. HILL & WIFE, // NC GRID NAD 83
PATRICIA L. HILL V 2011
1EiR DB 1490, PG 327 O� % NAVD 88 \
\ PB 36, PG 100 �� 1/2'
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DB 1527, PG 56 / 1
PB 36, PG 100 0
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ROBERT D. COLE, SR.
DB 1545, PG 855 /
PB 36, PG 100 o SpLUT�o�
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� 27 �
N/F
ANNMARIE P. POTTS &
PHILLIP MARTIN WOODS O
DB 2108, PG 239 �w
PB 36, PG 100
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GRAPHIC SCALE
/ 60 0 30 60 120 240
/ ( IN FEET )
/ 1 inch = 60 ft.
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
SPELL
ESTATES
SUBDIVISION
EXISTING
CONDITIONS
CLIENT
- Construction
409 Chicago Drive - Suite 103
Fayetteville, North Carolina 28306
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
CLIFF
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1753
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE SURVEYED
JUNE 7, 2021
SHEET NUMBER
C-1
no