SW6240905_Plansheet - Existing Conditions/Survey_20241016

SR 1237
BY COORDINATE COMPUTATION I 4DSite
1
2,094,268 SF (48.08 AC)
AREA ( ) SURVEY CONTROL POINT LIST solutions
POINT # NORTHING EASTING ELEVATION DESCRIPTION
PIN: 0519-57-5161.000 civil engineering I land surveying
1 596,512.785 2,015,008.314 310.82 4D DISK 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
PID: 130519 0120 office 1910-426-6777 fax [phone] license number I C-2354
R 123g I I 2 596,508.228 2,015,008.068 310.90 4D NAIL www.4Dsitesotutions.com
S ZONING: RA-30 3 597,022.988 2,015,051.951 309.59 4D DISK
SITE y 35 FRONT I 4 595,950.695 2,015,070.986 316.54 4D DISK
10' SIDE
20' CORNER SIDE
25' REAR I ``` �IICAI? V/�I
122g SOURCE OF TITLE `�OQ'��FESS/0 /`9''�
SR DB 2426, PG 867 14 AL ;el�\
HARNET COUNTY
REGISTER OF DEEDS I 457 -
q/V s UR ����
s� Z/ R .S
ISR NORTH N/F N/F 1/2,, T
N/F
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�2g LGI HOMES—NC, LLC LGI HOMES—NC, LLC EIP L. FRANK STEWART & WIFE, V.�J�.�L.�►
DB 3290, PG 659
TRACT 2 OF TRACT 1 & 2 OF JANE S. STEWART HEIRS G.
DB 202 PG 29 PB 2007, PG 814 ESTATEDB 397E, PG2461
VICINITY MAP PB 2022, PG 29 I PB 2023, PG 384 Z PB 2002, PG 1211
REVISIONS
NOT TO SCALE
wLn
tT J
=i N 596,003.128
M M E 2,016,073.347
NC GRID NAD 83
1/2 (2011)
3/4" � / 1/2„ 5/8" \ ( r 1/2 EXISTING
EIP � � ERB � ERB � � � �/ EIP TEE—POST
S00°19'07"E 160.37' EIR `�`� S00°16'49"E 612.10'� S00°10'05"E 544.23' S00°16'44"E 549.38' P
ywl i" 2 N S N/F it ��O
k L. FRANK STEWART
i
Z �, = o 2 DB 1737, PG 733 v>^
CV ro ��6p� PB 2002, PG 1211
P - % 5/8 354.80'� o EIR
LEGEND: ���
ECM® ECM—EXISTING CONCRETE MONUMENT ` ♦ mom oo� r
ERB SO4°33'14"E
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EIP Oa EIP—EXISTING IRON PIPE INV
EPK O LD EPK—EXISTING PK NAIL C-11 2g5 282.74 ♦ 300
ERGO ERB—EXISTING REBAR oo
ERsOO ERS—EXISTING RAILROAD SPIKE �
aINV
o COMPUTED POINT 2a2 30 - Q ���C ♦ % >�
N/F — NOW OR FORMERLY ERB �'� '� / X _
R/W — RIGHT OF WAY Z
PVC — POLYVINYL CHLORIDE 01. - ® 29p 1?0S
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE INv
ADJACENT PROPERTY LINE 284.27
TIE LINE �� k - 0 2g5
—— RIGHT—OF—WAY w 2 PROJECT NAME
SANITARY SEWER LINE ;5 w
SS ERB ro INV I�
so STORM DRAINAGE LID286.13 of
(r
W WATER LINE 29s k _ `' ^ � BOONE
OVERHEAD UTILITY Mo o^° ` o
X FENCE LINE / N/F
WETLANDS THOMAS H. WOMBLE & WIFE, r, ` TRAIL FARMS
2g5 DIANE T. WOMBLE s 0
UNSUITABLE SOIL k DB 2426, PG 867 z
TREE LINE PB 2007, PG 814
290 MAJOR CONTOUR SUBDIVISION
291 MINOR CONTOUR ��T_2� �
x 302.72'SPOT ELEVATION >c >c
BENCHMARK N/F x 310
JOHNNY FAIRCLOTH
���� SIGN TRACT 5 OF
MB MAILBOX DB 3395, PG 642
0 LIGHT POLE PC C, SLIDE 644—B k `oo `'ems Io0
PP 310
• UTILITY POLE �o a
C GUY WIRE 300 INV 2g5 /s X DOUBLE WIDE
❑T TELEPHONE PEDESTAL 290s6 5/8"N00°03'05"W 184.30' S/s„ N00°07'10"W 203.85' S s�� TRAILER /
D4 WATER VALVE 0 - ERB' ERB ERB'�� m DOUBLE WIDE �
� FIRE HYDRANT d r 318 TRAILER _ / /
I WATER METER o iNv - `� F` INV / i
SANITARY SEWER MANHOLE 0 3°1' �s 23 w 16 ERB INV 1y� / EXISTING
P, w 29 V ^� j 00 4 9? Z RCP 308.93
ASPHALT X o z M �i9ir`. N1a A'� �i�- 309.41 Q1/
CONDITIONS
GRAVEL 00 5/8„
BUILDINGS ERB --� (n PP / �J191 GpG`�
WETLANDS 305 3p / o Z/2,. /_-\ 1EIP O 5/8 \2�i Q� �12 �2 2351POG Ilk
UNSUITABLE SOIL S EIP \1 /1 ERB I N/F Ate' 526 cJ�� 60 P
x ^ / I T. A. WOMBLE PRIVATE EQUITY
N/F MANAGEMENT, LLC ERB N/F
DIEGO F. GARCIA & WIFE, DB 4172, PG 561 JAMES H. BULLARD, JR. & WIFE,
30o EVELYN RIGADA DE GARCIA I PB 2012, PG 553 EPK PP SHIRLEY P. BULLARD
/ x DB 3110, PG 58 I /
PARCEL B OF
PB 2012, PG 553 I N63°44'24"E \ DB 1007, PG 237
/ 30S CONCRETE N I / /90 / CLIENT
I 3 9 N05°20'52"yy 63.90, '38"W PEDESTAL
/ o
N 597,931.878 N08°32'32"Vy 70.91' 63.90'
E 2,015,087.598 INV M\ INV —N05°13'50"E 305 I 1/2 O / '
I NC GRID NAD 83 N08°52'2 60' 57.11' 30 �15" RC —1 �� pp EIP / BS LAND, LLC
103.24' N 05°27'16"E
/ (2011) 55.60' INv 1.64' N05°32'14"E �, I /
1 2" — v 303.99 00 \
I /P 99.70' =N04°01'34"E 207.21'� INV 108.19' 36.44_— z
S77°08'47"E o _ _
1 2 Og'16'`N 305.63;t 18" RCP 107.33' — _—_ / N00°55'53"E
EIP 31.79' N09° —— a NOS°27' _
— 25"E 79.94'
o OO_ 5/8' 5/8 5/a' S 8, sui.� EPK—N05°18'59" 111.70'
SSMH 8771 5 8' S/s" ERB ERB ERB / i�—� 5/8„ C INV ,a E — —_ 30.11'
— EPK �\ r / ' ERB / ERB f 23 1 ERB 5/8 5/8"� 305.88 N055o,33'23"E 125.48' —— 1/2" 1/2"
EC RIM 312.01 ERB / ERB ER N05°31' EIP — o EIP
�N08°56'45'W 5/s" �--� s/a' 5/8" / 23"E 103.69' -- NOTES:
7.82'.5/s° 5/8' ERB I ( 1 8 1 5/ ERB ERB �—_� 5/8'. ——���—— N05°32'45" 104.88' EPK
EPK ERB ^ / N/F ERB r 1 E N05°22'40" ' 1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
_ — ERB i--� [�j �` / ERB 5/s" 5/8" g SSMH 8772 E UNLESS OTHERWISE NOTED.
A&G RESIDENTIAL, LLC 5/8" — RIM 311.35 —— N05°04'35"E JAMES H. BULLARD, JR. & WIFE,
— N08°56'45"W � 17�i I N/F DB 4199, PG 1662 ERB z ERB N/F ERB ERB \24 j ERB 5/8' SR 1235 (ADCOCK ROAD)_ _ _— / SHIRLEY P. BULLARD 2 LOCALIZATIONA EAPOINTCN:O 596,51298854E: 2,015,008.314
— gg•gg' 2 I / BS LAND, LLC PB 2023, PG 266 / J \ SIGNATURE HOME BUILDERS, INC / ERB �74C�
BM 60' PUBLIC
N F DB 4177, PG 2935 / I O / DB 4200, PG 506 N/F #1 BLIC R/W PARCEL A OF CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
5/8" ISK
BS LAND, LLC PB 2023, PG 266 U ERB VIRTUAL REFERENCE SYSTEM. 466 StarlCll Road
� 5/8' LC/ , /� PB 2023, PG 266 MATTHEW RAY LASATER N 596,512.785 ��—. DB 1007, PG 237
N/F DB 4177, PG 2935 ERB ir m DB 3886, PG 551 / E 2,015,008.314 1 3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY North Carolina 27501
KENNETH L. CUMMINGS PB 2023, PG 266 / U _- / (U / ^�_�/ WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC Angier,
JERRY W. CUMMINGS \ a ` PB 2007, PG 371 / Z 3 ELEV 310.82 I SURVEY VIRTUAL REFERENCE SYSTEM. Phone: [phone]
DB 3188, PG 988 I 11/ o / Q \ 5/8" NC GRID NAD 83 N/F 4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
\ Z 5/s„ ERB (2011) GARY R. LUTZ, SR. & WIFE, INFORMATION REFERENCED ON THE FACE OF THIS MAP.
PB 2004, PG 464 O ERB U NAVD 88 WANDA R. LUTZ
�m / DB 2564, PG 532 5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
IU a PB J 2007, PG 371 THIS SURVEY./ 6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. PROJECT INFORMATION
I OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
I I / THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS SURVEYED BY: MIKE
/ BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN / EASEMENTS, CEMETERIES, AND FLOOD AREAS. DRAWN BY: SEAN
EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE I, SEAN R. SEEVER, CERTIFY THAT A PORTION OF THIS 7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. CHECKED BY: JIMMY
EXISTING EASEMENTS AND DOES NOT CREATE A NEW
CLASS "C" TOPOGRAPHIC MAP WAS DRAWN FROM AN S DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
N STREET OR CHANGE AN EXISTING STREET. ACTUAL SURVEY PERFORMED UNDER MY DIRECT / ^off SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR PROJECT NUMBER: 2084
SUPERVISION AND THAT IT MEETS OR EXCEEDS THE NORTH Al CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
L/_J,-
CAROLINA ADMINISTRATIVE CODE 21.56.1605 AND / ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
N 21.56.1606. WITNESS MY HAND AND SEAL THIS 22 DAY OF / o NC GRID NAD 83(2011) DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
PROFESSI NAL LAND SURVEYOR — L-4571 Au�uST, A.D., 2024. / ® "' S. THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO DRAWING SCALE
/ y I3720050800J OF THE FLOOD INSURANCE RATE, DATED
W / OCTOBER 3, 2006.
s p� 9. THE CONTOURS SHOWN ARE FROM A PARTIAL GROUND SURVEY HORIZONTAL: 1"=100'
PROFESSI NAL LAND SURVEYOR — L-4571 / AND TAKEN FROM THE NORTH CAROLINA SPATIAL DATA
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN DOWNLOAD WEBSITE, VIA THE NC FLOODPLAIN MAPPING
a UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE / PROGRAM. THE CONTOURS WERE ACHIEVED VIA LIDAR MAPPING
/ SYSTEMS AND ARE PART OF THE PHASE 3, 2015 QL2—NC DATA
BOOK _—___, PAGE _____ OR OTHER REFERENCE NC,
UNDER SUPERVISION (DEED DESCRIPTION RECORDED IN SET. THESE CONTOURS ARE 1' CONTOURS AND ARE IN GRID DATE SURVEYED
w
SOURCE _________); THAT THE BOUNDARIES I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS NAD 83/2011 AND NAVD 88 DATUMS.
NOT SURVEYED ARE INDICATED AS DRAWN FROM SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY \\II1111/// 10. THE SOIL DELINEATION FOR SUBSURFACE WASTE DISPOSAL WAS
o REFINFORMATION IN ERENCE SOURCE
—____� PAGE _____' OR OTHER UNDER MY THAT THE PERFORMEDSTO C SUPERVISION. THIS
(SPECIFICATIONS RTK GPS WITH ����`Q'�N•C�1R0��'�j� PROVIDED
OE WEN & ASSOCIATES, INC. MARCH 21, 2024
RATIO OF PRECISION OR POSITIONAL ACCURACY IS VRS FIELD PROCEDURES WERE USED. THE COORDINATES `� O :'FESS/0•.• i� / / P.O. BOX 400
1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT <
_: • y GRAPHIC SCALE LILLINGTON, NORTH CAROLINA 27546
OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS :4 ; PHONE [phone]
NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND SURVEY WAS PERFORMED ON MARCH 21, 2024 USING TWO AL = / / 100 0 50 100 200 400 DATED JANUARY 2, 2023 SHEET NUMBER
AND SEAL THIS 22 DAY OF Qu(�uST, 2024. TRIMBLE 5700 RECEIVERS. 457 — 11. THE WETLANDS DELINEATION WAS PROVIDED BY:
i�'••'•� S UR`),�l`�'�� / / OTLBOX 244 SOLUTIONS LLC
) PHONEBUNNILE910-890 NORTH7 CAROLINA 28323
dJ+�X�^�-�•----------- qN R .SEA�� ( IN FEET _
------------ ----- -------------------- ------------ ----- --------- ///1111111\\��
°' PROFESS( NAL LAND SURVEYOR — L-4571 PROFESSI NAL LAND SURVEYOR — L-4571 / 1 inch — 100 ft. DATED FEBRUARY 2, 2024
0
11-14
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