SW6240105_Plansheet - Existing Conditions/Survey_20240424

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Y N 598,916.637 , KENNETH L. CUMMINGS &
o E 2,038,329.607 ♦` \ \ JERRY W. CUMMINGS SURVEY CONTROL POINT LIST 409 Chicago Drive,Suite 112,Fayetteville,INC 28306
ELEV 245.83 DB 3188, PG 988 office 910-426-6777 fax [phone] license number I C-2354
NC GRID NAD 83 PB 2007, PG 390 POINT # NORTHING EASTING ELEVATION DESCRIPTION
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MCDOUGALD ROAD (2011)
NAVD ♦ \♦ / 1 598,916.637 2,038,329.607 245.83 4D DISK
2 599,251.768 2,038,055.021 251.57 4D DISK
SITE \ ' `,4�i 3 598,485.711 2,038,692.071 239.50 4D DISK /
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KENNETH J. LAMPKINS, TRUSTEE OF ,�' mod- ♦ 2"
LAMPKINS FAMILY REVOCABLE TRUST �, `'G ♦ 1/
ERB DB 1 •••.••..
PB 2 15, PG 25 ° �� �. F r/ 2 \1 / N/F I i�/�FqN
NORTH CAROLYN EVONNE WADDELL ATKINSTRACT 2 OF
\ O ^ 3/4„ �__\1 �` DB 2397, PG 920 I b-f •4G.°`�
N69°53'01"W -W� ° �'
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VICINITYMAP 93.43' TIE ° 2ry ��3 ` \ N/F I I
\ SUMMERHILL SUBDIVISION \ 1/2„ 1 I REVISIONS
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NOT TO SCALE -
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ERB �s\ t�35�� ��_-.1 1
_ N79°51'19"W I
LEGEND: N \�6 w \�-�/ 1 2„I 24�i �--^ 2 I N80'pI'02"W 675 37.95' TIE
EIP O - / -�8 RB 1/2 / ( 23 1 �_ I -� 7$' TIE 5/8 ERB / /
O EIP EXISTING IRON PIPE 'E/Fie i \ WITH EXISTING S79°53'41"E
EPK P -� 22 JENNIFER CHAMPION N/FNHARRISON & HUSBAND, I T-Posr EPK 5 8"-J57
O EPK-EXISTING PK NAIL / T \ _�i I //� l( I
ERBO ERB-EXISTING REBAR PP SR 122g 1/2" I TAYLOR HARRISON f 1 I \ '�-^ ERB �\\��^
/ (MUp EIP DB 3841, PG 122 I ��-�i f B S8.04
a COMPUTED POINT N BUG 1/2" �_-� �, �i - p 25"E
N/F NOW OR FORMERLY p I 6p. PU O R ° EIP PB 2002, PG 513 A, \ �`� 20 1 ERB
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z I ERB NELSON H. PAGANS I N/F / ° ° i ERB` 5� T o
R/W - RIGHT OF WAY / O D o ° 1 , .16' INV INV I DB 1626, PG 376 N/F WALTER T. CLAREY & WIFE, PIP W O 2
PUMP EPK 44"W �212.41 211 99 / TAMARA L. CLAREY
PROPERTY LINE 3/4„ /� o / o FousE I27g•I PB 2016, PG 360 NELSON H. PAGANS & WIFE, i ti W W
ERB r-C �� I OLD 2 PP MARY FRANCES PAGANS DB 3471, PG 543
ADJACENT PROPERTY LINE �� I P FOUNDATION z35 ryry __ I DB 2970, PG 614 PB 2016, PG 360 �21v I Wo
TIE LINE \ �� JE ° I INV r"= _vdITH2T-POST PB 2016, PG 360
-- RIGHT-OF-WAY �� I GAP o
/ tb I o I �P 230 210.84 INV 1/2" I 1/2" ERB \
wL WATER LINE y P`' / o EPK _ �L1
�(,� �PtJ ��� 211.sg ERB WITH T-POST 8� , d
OVERHEAD UTILITY / N/F � \A, �2 245 covERED titi N L1 p Lll L12- - L16- W W W
PHILIP ODELL SPENCE & WIFE, II ��G��(���QG 1ST s WITHER titi' W ` (z15 0 L13 L14 N89'23'56"E 267.58' L15- y yp
CREEK BETTY WEST SPENCE 5e qy �pI QG O CONCRETE y �� W Lo m
WETLANDS / TRACT 3 OF ���e 020` PAD W h - - T o b N co
EXISTING EASEMENT LINE ERg DB 4088, PG 857 6 ti a. W vry 30 23� h 25s Zgo W W W r z
X FENCE LINE \ EXISTING PP v o - ` D No
TREE LINE \ ANGLE
W - _ t Z 23o MAJOR CONTOUR N
232 MINOR CONTOUR Al
W W W
x 234.47'SPOT ELEVATION EllR W OW W ti 2y2 252 W
BENCHMARK 'v W
N/F
SIGN SIGN \ °,g9 �a N ` W` ` o
©TRANSFORMER / o `� W ° `
\ l � CAROLYN E TRACT 3 OF ONNE ELL ATKINS PROJECT NAME
PP* STREET LIGHT 1Re \ o I W y W W WO W 245 y W N DB 2397, PG 920
0 UTILITY POLE 2° 232 o WWW WWW WWW N WSW
C GUY WIRE ELYSE
❑T TELEPHONE PEDESTAL 237 0 >W W W W W W W H h W W W W W
N WATER VALVE \ 235 23
FIRE HYDRANT �/ PP �4� �.✓,J y W v W♦ W•W y W W •v ! I N y y W" o
LuJ WATER METER �\ ti N �� . 6id N CEMETERY �h MEADOWS
x N81°00'27"E PB 2020, PG 134 ti i
ASPHALT �`a 2^ f� 2�S 83.20'
WETLANDS U)g N 2 O 1 o s \ " 5 ERB
0 _o ERe 63.94''48"E W W W W ` - SUBDIVISION
w i NO3°51'01 W— p
UNSUITABLE SOILS l,..i�o_ 235 233 � Q Do 230 63.9/4' W W W W O
Z(n ryryro ^h l0 24$ 63.93',ERB' ERB O W � WW WWW
-w M 208 yy ° 2q3 245
NOTES: o Of co 2 S81°01'10"W
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES `"w o Q 230 �� t+W _ ' N 83 2T W 0 W W
UNLESS OTHERWISE NOTED. � k A
2. COMBINED SCALE FACTOR: 0.99987573 \N > 22a ti^ Q ° N/F
0
LOCALIZATION POINT N: 598,916.637 E: 2,038,329.607 o
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY N/F w o TRUELOVE ENTERPRISES, LLC Ao WWW W W W W W�W W W y W W W W W W ° o
/ h � DB 3806, PG 674 z
VIRTUAL REFERENCE SYSTEM. PHILIP ODELL SPENCE & WIFE, w a'� 235 ti� a d ° h N PB 2020, PG 134 C�
W W O
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY BETTY WEST SPENCE 20 W W W a W W W W W W W W W
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC TRACT 2 OF P� o 240 ,� 240
SURVEY VIRTUAL REFERENCE SYSTEM. DB 4088, PG 857 p 225 22 237
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP. o N
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY z o ` Wa Nz.
Q W W QW �Q° EXISTING
THIS SURVEY. 23 205 /� o �p 237 W W —
6. THE SUBJECT PROPERTY IS THE SAME AS THE PROPERTY o 2g7 0 W W
DESCRIBED IN THAT CERTAIN TITLE COMMITMENT ID. 5 ��' 218 ' �° -`ry
KEY2023-00191 ISSUED BY CHICAGO TITLE INSURANCE " 20 2�3� �w CONDITIONS
COMPANY WITH AN EFFECTIVE DATE OF JULY 13, 2023 AND ALL
EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN
SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL
INSPECTION OF THE SUBJECT PROPERTY OR OTHERWISE KNOWN
TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS
TO THEIR EFFECT ON THE SUBJECT PROPERTY. PP
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS 5 a 01 232 ♦ W 2
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. 6 200
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE ° O 230
231
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR ° °
QW
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF ,moo ti°° / C
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN ^ W W W CLIENT
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. 215 0 1° h 0 ` ` `br'�o° N/F
8. THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO o W ° W ° W W CAROLYN EVONNE WADDELL ATKINS
MAP# 3720052800J & 3720054800J OF THE FLOOD INSURANCE ti N .� ti� ° W W °W ° / , W TRACT 1 OF
RATE, BOTH DATED OCTOBER 3, 2006. 20 ��a 23p 230 ° W 240 W ° DB 2397, PG 920 TRIANGLE LAND
9. THE CONTOURS SHOWN ARE FROM A PARTIAL GROUND SURVEY 2 W W W W W W P W W ' , W Oy W W W W W W W W
AND TAKEN FROM THE NORTH CAROLINA SPATIAL DATA JJ O W
DOWNLOAD WEBSITE, VIA THE NC FLOODPLAIN MAPPING W W W W W , w W W W PARTNERS LLC
PROGRAM. THE CONTOURS WERE ACHIEVED VIA LIDAR MAPPING 3 \o ° W W ?`'s W W W W U7 W W W W W W W W W
SYSTEMS AND ARE PART OF THE PHASE 3, 2015 QL2-NC DATA N87'18'33"E E B ° 20$ <N 225 WWW W W W W W�o W W W W W W 7
SET. THESE CONTOURS ARE 1' CONTOURS AND ARE IN INC GRID 3/4"
NAD 83/2011 AND NAVD 88 DATUMS. ERB 253.76' TIE '•~G} (/ o\ �.Y W .Y .Y .Y W O.YQ W .Y .Y4 f�• .Y
/ O
O
TOTAL AREA: BY COORDINATE COMPUTATION 2Oo d 1" N89°22'31"W 287.59' EXISTING Oo
( ) N/F r� EIR\ T-POsr�2 S89'25'27"E 1276.58' s PO Box 5548
5,384,172 SF (123.60 AC) ALISON SPENCE PLUMLEY'Lu ��o d 222 /.220 - n & ENL d V v� EXISTING
DB 3982, PG 536 - -� T-POST _ Cary, North Carolina 27512
PC 1, PG 229 SOO°23'01"W I
PIN. 0539-98-0036.000
140.95 Phone: [phone]
N/F N/F
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Ea- 130539 0200 \ %z do o Q���W W W eW ` �` o o EXISTING
I
0 190j /� 10, o T-Posy & STEVE E. WORRELL OF SENTER FAMILY REAL ESTATE LLC
``"'II""/' / a �,W (1Y)r W W W o 22 r 31" OAK STEVE E WORRELL LIVING TRUST C/O DAVID AARON SENTER
ZONING: RA-30 ��� CARD// \ / `TWO. W W' '0 215 / I NEXSEN PRUET ADAMS KLEEMEIR PROJECT INFORMATION
'�N �I 3/4„ - �g0 W W W W W W W DB 2302, PG 679
MCLEAN PLACE TRACT 4 OF
35' FRONT �����e.•�FE$S ./ �ii� ERB ERe GO. - W 1594.78' his
DB 1876, PG 256
�i N83°09'1 TIE ^Y. SURVEYED BY: MIKE
20' CORNER SIDE ;�. �';� �o iB WWW �� S83°51'06" /�-
10' SIDE ;4 AL <; 164.29' TIE N00°57'04'E l W W ��
25' REAR 100.07'
N .< 57 EIP - �— SENTER FAMILYNREAL ESTATE LLC DRAWN BY: SEAN
SOURCE OF TITLE �'• Q SUR `�: (LAYING IN CREEK)
DB 3806, PG 674 ♦ �` . ••••.� '• �� C/0 DAVID A SENTER
�� � �� - NEXSEN PRUET ADAMS KLEEMEIR, PLLC I I CHECKED BY: JIMMY
W HARNETT REGISTER 00FUNTYDE DS ''//��,R S �'` I DB 2290, PG 343 PROJECT NUMBER: 2000
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DRAWING SCALE
W I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
4 UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
o UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN HORIZONTAL: 1"=150'
BOOK SHOWN. PAGE HEREON OR OTHER REFERENCE
o 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 I, SEAN R. SEEVER, CERTIFY THAT A PORTION OF THIS
9 REFERENCE SOURCE ---- ---------; THAT THE PERFORMED TO C-2II FGCC SPECIFICATIONS RTK GPS WITH CLASS "C" TOPOGRAPHIC MAP WAS DRAWN FROM AN DATE SURVEYED
o RATIO
OOOO+PAD THAT THIS MAPON OR NAL MEETSCURACY IS VIRS THE REQUIREMENTS WEREFIOBDTAIIN DCEDURES THROUGH ERE A GRIDED. THE TTO GROUNDRDINATES ACTUAL SURVEY ADJUSTMENT SUPERVISION AND THAT IT MEETSEORMEXCEEDS TTHE NORTH I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN GRAPHIC SCALE
s OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS CAROLINA ADMINISTRATIVE CODE 21.56.1605 AND EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE SEPTEMBER 5, 2023
NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND SURVEY WAS PERFORMED ON SEPTEMBER 5, 2023 USING 21.56.1606. WITNESS MY HAND AND SEAL THIS 22 DAY OF EXISTING EASEMENTS AND DOES NOT CREATE A NEW iso 0 75 150 300 600
AND SEAL THIS 22 DAY OF 4,PP-1 2024. TWO TRIMBLE 5700 RECEIVERS. AP12-1 A.D., 2024. STREET OR CHANGE AN EXISTING STREET.
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( IN FEET )
SHEET NUMBER
o PROFESSIONAL LAND SURVEYOR - L-4571 PROFESSI IN LAND SURVEYOR - L-4571 PROFESSIONAL LAND SURVEYOR - L-4571 PROFESSI NAL LAND SURVEYOR - L-4571 1 inch = 150 ft.
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