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qs C NT NS 21,5�8 Q. T. 2 ,1009E 2 / \ ZONED: RA-USB( .49 AC E8� 2.492 951 / I, J. AARON BROWN, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
/ \ SUPERVISION FROM AN ACTUAL GPS/GNSS SURVEY MADE UNDER MY
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�� \�� R P E� OP .p1E .�� `' 5 DATUM/EPOCH: NAD83(2011)
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FOUND NO. 5 REBAR FL i" — EN CE o �, 8 COMBINED GRID FACTORS(S): 0.999856959108
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\ \ \ X DISCLAIMER: SURVEYOR WAS NOT ENGAGED TO COMPLETE NOR WERE THEY
\ \ W\ \ �� \ / PROVIDED WITH, A CURRENT FULL SEARCH OF TITLE. THEREFORE, THE
\\ \ o, \ PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RIGHT OF WAYS, OR
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RESTRICTIONS OF RECORD WITH THE MOORE COUNTY REGISTRY, WHETHER SHOWN
`\) -°°°.. \ HEREON, OR NOT.
/ i , CERTIFICATE OF SURVEY AND ACCURACY
I, J. AARON BROWN, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
/�� FIP 1" FLU H‘ ‘ SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION, DEED ��'��"""'11uu,
, / DESCRIPTION RECORDED AS SHOWN ON MAP, THAT THE BOUNDARIES NOT ��`\\\N CARO/���°''%
J� / SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM INFORMATION FOUND ��`� 'C It ,,
��. 1 \• 0 /� / IN BOOKS REFERENCED: THAT THE RATIO OF PRECISION AS CALCULATED ,�`�_`````Q�pFESS/0N %,, �i ''�
�• ♦ 'MCP i IS 1:10,000; THAT THIS MAP MEETS THE REQUIREMENTS OF THE
♦ STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
�- E. h ,,,,,N' / (21 NCAC 56. 1600). THIS 8th DAY 0 APRIL, 2024 _ L s
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JAMES HOLLOWELL 3 R 0 1\ILIT EA M N , ``�°°`�
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PC 19, S 665 1 � / / REGISTRATION NUMBER L-5455\ G /
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s `� ♦ ��� i STEPHEN 8� ASHLEY LABARRE♦� 0UNDAY SURVEY OF :
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/// / o �� �' �`� PARID: 20040697
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NOTE: / / / MCLENDO \ HILLS
AREA BY COORDINATE METHOD FOUND NO. 5 REBAR / '• // REVISIONS:
THE PORTION OF THE PROPERTY ABOVE // NI\EAL SPI \GS TWP., VOOE COU\TY, \.C.
THE SHORELINE IS NOT IN A SPECIAL FLOOD / \<
HAZARD AREA ACCORDING TO MAP NUMBER 2" BELOW GRADE , I F� 4-08-24: SITE PLAN OWNER: MATTHEW & JOLENE ERLACHER
3710852500J OF THE FEDERAL EMERGENCY N: 555,288.71' (GROUND) ♦ h
MANAGEMENT AGENCY. EFFECTIVE DATE: E: 1,823,713.72' (GROUND) / / DEED REFERENCE: DEED BOOK 5857, PAGE 4
OCTOBER 17, 2006
PIN 852500357453, PARID 20040688 / W j j MAP REFERENCE: PLAT CABINET 12, SLIDE 61
ZONED RA-USB /
, TOPOGRAPHICAL INFORMATION FROM LIDAR DATA
/ % \ / TAKEN FROM NCDPS.
/ / 'MCP \ BREAKLINES MAY EXIST ON THE PROPERTY SUCH CD 2023 J. AARO\ BROW\, AL R CH S RESERVED
/ THAT THE DENSITY OF THE POINT CLOUD DATA
/ COULD NOT SUFFICIENTLY REFLECT IN THE 30' 15' 0' 30' 60'
/ S
/ / im\ / NOT FROM ROMGANEACTUOAL SURVEY.
i / /
�C�' P� / LEGEND SURVEY FOR: DATE
O 0 FIP FOUND IRON PIPE / /
�\P�� / 0 SIP SET IRON PIPE VATTHEW ERLACHE� & WIFE FILE1O No.g 23
ao,� Q�� / 0 FCM FOUND CONCRETE MONUMENT JOLENE E L A C H E R 22023
�` / 0 SCMS SET COTTON MILL SPINDLE 19 0 W H E E L I\G DRIVE SCALE
/ 0 FMN FOUND MAG NAIL PINEHURST, NC 28374 1" = 30'
O SMN SET MAG NAIL
/ LINE BEARING DISTANCE
/ L1 N 74°2O'S5"E 17.55' o SCN SET CONCRETE NAIL 1 1•\OWN SURV�7-v YO f S, PLLC
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O CP COMPUTED POINT j �J J� t�
L2 N 26°09'36"W 126.33' 1
O CBL CABLEVISION EOUIPMENT P.O. BOX 3 0 7
L3 N 13°51'19"W 238.U' WEST END, N.C. 27376
o TP TELEPHONE PEDESTAL `�
o ET ELECTRICAL TRANSFORMER (910) 6 7 3-14 4 6
CURVE Arc Delta Angle Chord Ch Bearing Radius Tangent 0 PP POWER POLE GOE000OFOWnSUI1Vey01rS3IIC.COIm
C1 89.02' 07°17'14" 88.96' S 49°17'51"W 699.92' 44.57' o WM WATER METER F RIV LICENSE: D 2552 Brown Surveyors,PLLC
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