SW6230501_Plansheet - Existing Conditions/Survey_20230705

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I \ \ 1/2" EIP SURVEY CONTROL POINT LIST 409 Chicago Drive,Suite 112,Fayetteville,INC 28306
(PINCHED) office 910-426-6777 fax [phone] license number I C-2354
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POINT # NORTHING EASTING ELEVATION DESCRIPTION wwwADsitesolutions.com
wry I I \ \ 1 581,606.399 2,104,682.098 204.94 4D DISK
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2 582,136.957 2,104,223.381 192.55 4D DISK
CHARLES CHRISTOPHER WILLIAMS \
3 581,164.763 2,105,053.562 213.67 4D DISK
������N DAI?a, /
DB 783, PG 954 \
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I Z REVISIONS
NOT TO SCALE 4D TBM
DISK #1
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N 581,606.399
E 2,104 682 098 I 1 N/F \ N/F
ELEV 204.94 I I N ROBERT A. SCANTLIN & WIFE, CHARLES G. WILLIAMS /
NC GRID NAD 83 I DIANA L. SCANTLIN DB 1010, PG 611
(2011) 1 o DB 4036, PG 313 \ PC F, SLIDE 137-B o
NAVD 88 1 I a? PB 2010, PG 240
PP
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LEGEND:
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Ec 15' \
ECS 1 1/2" - 1 " 1297.
ERB N48'12'01"E 435.84' ERB N4135'
O ECS—EXISTING COTTON SPINDLE I EPK ° 15
ECM—EXISTING CONCRETE MONUMENT
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EIP Oa EIP-EXISTING IRON PIPE I Lo �(5.
EPK0 EPK-EXISTING PK NAIL V
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ERB
0 ERB-EXISTING REBAR `'' F 222
sR60 SRB—SET REBAR
c COMPUTED POINT I o
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N/F — NOW OR FORMERLY 1 ryryo
R/W — RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE 216
TIE LINE
RIGHT—OF—WAY Cut) tiih
SETBACK LINE
OVERHEAD UTILITY o M 1 0i N
PERMANENT EASEMENT 1 � N N/F
D N GIL WILLIAMS & WIFE,
X FENCE LINE m 3 N
TAMMY WILLIAMS PROJECT NAME
225 MAJOR CONTOUR C) m U DB 4086, PG 865
223 MINOR CONTOUR < I 00
x 222.47'SPOT ELEVATION z 1 z PP
BENCHMARK I LA'S WAY
PP. UTILITY POLE fn
C GUY WIRE I \ NN
D4 WATER VALVE I SUBDIVISION
FIRE HYDRANT X a
ASPHALT III _ 22
UNSUITABLE SOILS
•V .J W �
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r7
o w N/F
219 JOHN A. WILLOUGHBY, JR. & WIFE,
0 CLARICE L. WILLOUGHBY
AREA: (BY COORDINATE COMPUTATION) 1" EIP EPK 1/2„_ S51 29'25"W 304.29' EXISTING TEE POST OD DB 3858, PG 1
1,250,148 SF (28.70 AC) (PINCHED) 1 ERB — 1 x1" S51'59'52"W 203.44' o Boer
WITH BOLT 1 �- IRON —1/2" S51°36'34"W 190.86' 1/2"
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1 1 N 581,142.323 2 STAKE S55°02'43"E EIP EB S51'19'03"W 325.53'—� S51'21'33"W 207.60'
PIN: 1508-51-6940.000
I E 2,105,136.510 _-' S15°07'34"E 49.34' TIE 30' INGRESS/EGRESS EASEMENT' \ \ 1/2"
NC GRID NAD 83 (n
(2011) N/F 90.55' TIE t"x1" .P 4' PB 2002, PG 969 ERB IN
NINA F. SHAYNE IRON C; i' O I � B \ CONCRETE I
ZONING: RA-30 i 1 DB 1122, PG 338 STAKE (c CA\ A/� O \��W 1 PC F, SLIDE 137-B U%
35' FRONT Ecs �; N/F t° o v N/F 6: ao EXISTING
20' CORNER SIDE I w --� N LUKE HOLDEN JACKSON & m I m LAURA B. TYLER SMITH Iw °'
1 2 F' I g CHRISTOPHER DAVID JACKSON N K '4
,_ , N �rn & HUSBAND, Ln
CONDITIONS
25' REAR 1 i — ERB o N/F N DB 3240, PG 416 o IN__ DANNY KAY SMITH
I rn PC F, SLIDE 584-A io -1
� � o DB 3719, PG 226 PP
MICHAEL POPE & PB 2010, PG 260
SOURCE OF TITLE I 1 B w N/F
SONYA POPE GURKIN F, m I
DB 4086, PG 865 DB 3700, PG 730
1
HARNETT COUNTY Ecs N/F 00 PB 18, PG 16 LUKE HOLDEN JACKSON & WIFE,
1
REGISTER OF DEEDS
1 TANYA M. STANLEY o MARIA G. CORIA JIMENEZ
I DB 3461, PG 426 N DB 3992, PG 79 1/2"
I PB 2018, PG 347 ERB IN
� ERB ERB RB CONCRETE
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NOTES:
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1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES r o I w
UNLESS OTHERWISE NOTED. OLD rvi
2. COMBINED SCALE FACTOR: 0.99987398 FENCE POST I ^' S H A R P E FAMILY
LOCALIZATION POINT N: 581,606.399 E: 2,104,682.098 N CONCRETE ml I 90 or's
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY 00 K �—
VIRTUAL REFERENCE SYSTEM. I zl '4 1 °' INVESTMENTS LLC
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY v I ��—�� \ ��o
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC I N/F
SURVEY VIRTUAL REFERENCE SYSTEM. I LARRY E. BYRD 1/2
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM DB 2743, PG 56 ERB
INFORMATION REFERENCED ON THE FACE OF THIS MAP. I PB 2010, PG 260
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY z
THIS SURVEY. rn
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. I0 1705 Page Road
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD I g
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY Godwin, North Carolina 28344
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY o
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS I Phone: [phone]
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
W
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS 1/2 S49°01'12"W 419.59 \ ECM
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. ERB cn
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE O 1. N 581.798.830
O a: E 2,106,819.705
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR o l`' NC GRID NAD 83 PROJECT INFORMATION
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF (2011) �Q S I TF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN s
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. rn rn O
< 8. THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO 1 SURVEYED BY: MIKE
MAP# 3720150800J OF THE FLOOD INSURANCE RATE, DATED 5/8" - DRAWN BY: SEAN
OCTOBER 3, 2006. ERB o
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N co CHECKED BY: JIMMY
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N
^^, PROJECT NUMBER: 1924
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I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN Q�c'PO DRAWING SCALE
Z UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE c�
U) UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
o BOOK _____, PAGE _____ OR OTHER REFERENCE HORIZONTAL: 1"=100'
SOURCE ---------); THAT THE BOUNDARIES I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
NOT SURVEYED ARE INDICATED AS DRAWN FROM SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
INFORMATION IN BOOK _____, PAGE _____ OR OTHER UNDER MY SUPERVISION. THIS GPS SURVEY WAS ����-(N CAROB /I�
o REFERENCE SOURCE ---- ---------; THAT THE PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" �� Q� ••'".'•'•• / �i DATE SURVEYED
RATIO OF PRECISION OR POSITIONAL ACCURACY IS VRS FIELD PROCEDURES WERE USED. THE COORDINATES TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY `��0;'OFESS/O••;�i
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 1, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN ;Q� ��: GRAPHIC SCALE
10 OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE AL - JUNE 28 2022
NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND SURVEY WAS PERFORMED ON JUNE 28, 2022 USING TWO CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND EXISTING EASEMENTS AND DOES NOT CREATE A NEW 57 = 100 0 50 100 200 400
s AND SEAL THIS I DAY OF _JuNE 2023. TRIMBLE 5700 RECEIVERS. SEAL THIS I DAY OF _JuNE A.D., 2023. STREET OR CHANGE AN EXISTING STREET.
o .���Fq•..•suR..`cJ```�� SHEET NUMBER
a ------ ''7/ /IR .St!; ` ( IN FEET )
--------— ------------------------------ ------------ --------------------------- ----------- ---------------------------- ------------ ----------------------
B PROFESSIONAL LAND SURVEYOR — L-4571 PROFESSIONAL LAND SURVEYOR — L-4571 PROFESSI NAL LAND SURVEYOR — L-4571 PROFESSI NAL LAND SURVEYOR — L-4571 1 inch = 100 ft.
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