NCC240151_Site Plan or Location Map_20240117

1.NOTES
SURVEY MEETS THE REQUIREMENTS FOR A CLASS A SURVEY PER THE REQUIREMENTS OF NORTH \\ 1 \f I \
AROLINA nOMINIST 101/E COpE TITLE 21,CHAPTER 56 SECTION 1600.STANDARDS OF PRACTICE F v \-^" i I \f \\ �I MATCH LINE: SEE SHEET 2
ND SORE rvG Iry NORTH CAROLINA. °R MATCH LINE: SEE SHEET 2 \ I . .I I SYMBOLS
LINE TYPES
2. HORIZONTAL GROUND DISTANCES INU.S SURVEY F • • • \• •I 1,, • T • I• 0 PROPERTY CORNER(DESCRIBED)
NOTED.DISTANCES
D SCALE FACTOR UTILIZED Is 0.99978731.UTO CONVERT GROUNDI \ n1 \ \ \ \ \ I WATER LINE(MARKED)
GRID DISTANCES,M MULTIPLY BY THIS FACTOR. ACREAGES DETERMINED BY COORDINATE DISTANCES
\ SBS�I O RIGHT OF WAY MONUMENT TO DOWNTOWN
METHOD I I • f\f \\ I 1I //DRAINAGE CALCULATED POINT WATER FROM EXHIBIT
ASHEVILLE
\ I \\ ` \ 1/ EASEMENT d6 STORM DRAIN MANHOLE
3. THIS SURVEY ORIENTED TO N.C.GRID.NA083(2007)AS SHOWN IN PLAT BOOK 134.PAGE 161,BY LEAST \ \ 1tl Stsa I13 !I/ B 5116/6, ly Wn1ER METER OVERHEAD ELECTRICI&T TELECOM
ZIZESBT THIS SURVEYOR AO COMPANY OL POINTS AND PROPERTY CORNERS FROM THE EARLIER I \ III \weft\\, \ \ \ ®(BENEFITS WATER YALVE OVERHEAD ELECTRIC
I I T� \ `, \ \\ J I REVISION 2 Q AIR RELEASE VALVE -ctp
"IT
RECORDED AND CHURCH I I I \\ \� C5 \ �I ) OVERHEAD TELECOM
UNECOOED,WRITTEN AND UNWRITTEN IN AnION TO THOSE SHOWN HEREON. ATHLETIC FIELDS I I I FPOLE IRE HYDRANT -IM11-V1-
II \\ \\\`\` f\ \\\ 110' I 5 _'.' SIAJ WITH GUYWIRE UNDERGROUND ELECTRIC
EASEMENTS B '- V -!
f f I ®DROP INLET
I \\ \\ \ \ \4 a UNDERGROUND TELECOM
CURB INLET 5 2010.THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD 25' ry
40\\ A° CONSTRUCTIVE NOTICE OF ® -T T- A
I
ZONE�X',AN
AREA OF MINIMAL FLOODU RISK.6 PROPOSED \ \'b CAS VALVE
\ 100' \ I FIBER OPTIC LINE UNDERGROUND GAS LINE(MARKED) t6 MILES
25'DRIVE I \\ f M/6 I LOCATION PER PB 89/38. ®WATER MANHOLE <61_�c1 �L
6. PER BUNCOMBE COUNTY GIS,TRACT 2 REVISION 2 AS SHOWN HEREON IS TH THE PLANNING BUFFER \ \ \ \ NO EASEMENT DOCUMENT AVENTINE ASHEVILLE,LLC CAS MARKER SITE
JURISDICTON OF BUNCOMBE COUNTY AND IS ZONED EMPLOYMENT p I \ \\ I FOUND. MAJOR CONTOUR
CT(E P).MINIM.
AVENTINE APARTMENTS .O
FOR EMP WITH PUBLIC SEWER ARE AS FOLLOWS:FRONT:20 FEET, REAR.' 20 FEET, SIDE 10TBFEET.
I \ f `\ f\f \ (THE ) •.SURVEY CONTROL POINT - -2Iw- -
MAXIMUM BUILDING ZONED CE(PS). I I I \\ \0 .\5 \ DB 5116/1638 BURIED FIBER OPTIC MARKER MINOR CONTOUR LONG SHOALS RD
MINIMUM SETBACKS FORHPSI WITH PUBLIC SEWERSAREAASSFOLLOWS:RFRONT 20 FEETPUB REAREft 20 FEET. I LIGHT POLE LIMITS OF TOPO2178
GRAPHY SIDE: 10 FEET. MAXIMUM BUILDING HEIGHT IS 50 FEET. ADDITONAL ZONING AND DEVELOPMENT f PB 134/161 SEWER CLEANOUT VICINITY I EXIT 37
REQUIREMENTS ARE AVAILABLE IN THE BUNCOMBE COUNTY MUNICIPAL CODE.NOTE THAT A FRONT I I \ \\ \` � \� •C�ACIC 3 © SEVER MANHOLE MAP
SETBACK MUST BE MAINTAINED WHERE A STRUCTURE ABUTS A STREET.ZONING AND ANY SETBACKS
I FENCE
SHOWN REPRESENT THE CURRENT CONDITIONS AND ARE SUBJECT 0 CHANGE AND DIFFERENCES IN I � TREE -x-x-x-x- (rv.TS)
INTERPRETATON BY THE CONTROLLING JURISDICTION. THIS PROPERTY WAS IA Y AWITHINNNEXATION
THE
I \ \ \ TRANSMISSION ZONING:EMP
29 1 \ TRUNCATED DOME PLATE STORM PIPE
EXTRATERRITORIAL JURISDICTION OF HE CITY OF ASHEVILLE.DUE TO CHANGES IN STATE ANNE%ATON 1 I \ \\ \'\ TOWER q14 LONG SHOALS ROAD IRRIGATION CONTROL BOX
COUHE ETJ AREAS OF THE CITY OF ASHEVILLE WERE RELEASED TO THE JURISDICTION OF BUNCOMBE 60' \ STRUCTURE RIGHT-OF-WAY
NTY ON OR ABOUT AUGUST 15. 2013. AND NEW ZONING DESIGNATONS WERE ASSIGNED BY EAST ACCESS ROA. I I CENTERLINE OF \ \\ F f\ \ (TSP.) a ELECTRIC JUNCTION BOX
_ _
BUNCOMBE COUNTY AT THAT TIME. THE RECORD PLAT FOR THUNDERLAND SUBDIVISION REFLECTS ZONING 60'ACCESS&UTILITY EASEMENT 100'ELECTRICAL \ \ f \
INFORMATION FOR THE CITY OF ASHEVILLE AT THAT TIME.WHICH HAS CHANGED AS SHOWN HEREON. DB 4933 A42 I 'ssz58 TRANSMISSION LINE \ \ `\ \ \ 1] DEED/PLAT LINE(NOT SURVEYED) ABBREVIATIONS
J. FIELD WORK FOR SURVEY PERFORMED FEBRUART t8 TO MARCH 30.2021.USING TRADITIONAL SURVEY (NOTE,EASEMENT IS APPURTENANT 11 �20 DB 4750/1824� \\ \ /
\\f \\ PER DB 1033/35, BOUNDARY LINE(SURVEYED) AG- ABOVE GRADE
METHODS AND ADJUSTED USING A WEIGHTED,MINIMALLY CONSTRAINED LEAST SQUARES ADJUSTMENT TO THAT COLLATERAL P PEftTV 20' SEE ALSO DB 867/397 17 \ �\ ` CENTERLINE OF 100' `� BC- BELOW GRADE
DESCRIBED IN DTB 4936 38 AS &DB 1087/72]� \ \�O.1fJf \ R/W IS SAME AS EXISTING PROJECT CONTROL POINTS FROM THE SUBDIVISION SURVEY. / EASEMENT LINE CAB.- CABINET
MODIFIED BY DTB 5902/1675. \ \ i8 \ \\\(, `\\� NORTHEAST EDGE OF _ CONC.- CONCRETE
8. UNDERGROUND UTLITES AS SHOWN HEREON ARE SHOWN FROM SURFACE INDICATIONS.REC00 DRAWINGS. EASEMENT TO BE EXTINGUISHED BY �\ \ DESC
RIBED�N DB
1 TRAFflC&PARKING STRIPING(VARIES) CPP- CORRUGATED PLASTIC PIPE
SHOWN E`HEREON CARTE WERE NOTYFIELD NMARKEOAPBUT%WERE PROVIDED LTO THE SURVEYORBY C THE CITY
MERGERCOLLATERAL AL UPON RPROERTY)ELEASE Of 1 \\ f \ \• R _ _ _ _ _ DB- DEED BOOK
( f 868/153.PORTION BUFFER LINE DIP- DUCTILE IRON PIPE
ASHEVILLE WATER RESOURCES DEPARTMENT IN A CAD FILE OF IMPROVEMENTS ON LONG SHOALS AND \ I \ \ �\ �� \ OF 70'R/W - DTB- DEED OF TRUST BOOK
CLATWOTTON DAYSROAD.
PRIORWATER
TO COMMENCING EXCAVATION FROM PROJECT
SIR.PLEASEBCALLGLA NC ENGINEERING.
ST \\ \ �\ 'r \ (j ABANDONED IN ZONING SETBACK LINE ELEC.- ELECTRIC
9 AD FOR MARKING OF LISTED O ARE FLUSH WITH THE Is.
°uR 1 \\\ TRACT 5A I \`\\\\`�\,��; \ \\\` \ \ DB 1051/2a3 PROPOSED RECOMBINED CENTERLIN_G(TRANSMLSSION•
R/W) FE:- FLOW LINE ELEVATIONONASSOCIATES SURVEYORS
UTILITY TYPES AND LOCATIONS BY PARTICIPATING MEMBER ORGANIZATIONS f 100'f\ \, TOTAL ACREAGE OF EHa"- ED HOLMES&ASS
ALL CORNERS NOT L AS ABOVE GRADE(AG)OR BELOW GRADE (BG) ( f\ \ FZSB- FRONT ZONING SETBACK
ADJACENT GRADE. IPFO- OPEN TOP IRONPIPE FOUND
10. SEE THAT BLANKET ELECTRICAL EASEMENT AFFECTING TRACT 2.REVISION 2 RECORDED IN DEED BOOK 1 \ \ 3.859 ACRES 8 \ f •\ TRACTS: MB- MAP BOOK
5090.PAGE 1203.THE FOLLOWING ELECTRICAL EASEMENTS MAY AFFECT TRACT 2.REVISION 2,BUT WERE 15 1 RBs \ (2.827 ACRES OUTSIDE fi \` p (�F� NAD- NORTH AMERICAN DATUM
NOT PLOTTABLE:DEED BOOK 1441.PAGE 68.DEED BOOK 1502.PAGE 634. \ \ POWER R/VO \� f \ 18.497 ACRES NAND- NORTH AMERICAN VERTICAL DANN
\ • 10n \ \ NC- NORTH CAROUNA
11. SEE THOSE RESTRICTIONS RECORDED IN DEED BOOK 4990,PAGE 18.AS AMENDED BY DEED BOOK ,1► \\ p pORTION OF TRACT FIVE \f \• zo R750 NCGS- NORTH CAROLINA GEODETIC SURVEY
5064.PAGE 1768, DEED BOOK 4990.PAGE 1848 AS AMENDED BY DEED BOOK 5064.PAGE 1774;AND TRACT BA SHALL HAVE Iia 'Ai ~ ` NCDOT- NC DEPARTMENT OF TRANSPORTATION
THAT DECLARATION OF EASEMENTS RECORDED IN DEED BOOK SITS. PAGE 617. ALL REFERENCES \ OF PB 72/50& \\f \p\ N.- NORTHING
RECORDED IN ME BUNCOMBE COUNTY REGISTRY. NOTE THAT SOME EASEMENTS BENEFITING ME RIGHTS TO THE USE OF [[s '\ DB 5050/1785 I \ \ \ f OWf\• NGS- NATIONAL GEODETIC SURVEY
PR- PLAT BOOK
OF SUBJECT
TTHE SUBJECT PROPERTY DESCRIBED
OPERTY INN THE
OT SAFOREHOWN MENTIONED
DOCUMENTS
RETY THAT LIE OUTSIDE THE BOUNDARIES THE FAST ACCESS ROAD \\ ALaNO \ ZONING:PS b �\ `ce,, r \ fR\\ / I PC- POINT IDENTIFICATION NUMBER(NGS)
FOR ACCESS ACCESS TO �, ) \\ (To BE RECOMBINED WITH s V °M\Nfg, \ i /
12. NOTE THAT THE EASEMENTS BENEFITING TRACT 2.REVISION 2 BY THE TERMS OF THE EASEMENTS AND BE FROM CLAYTON ROAD
\ ��� P.L.S. POLYVINYL CHLORIDE
SURVEYOR
COVENANTS RECORDED IN DEED BOOK 5116,PAGE 617 Do NOT APPLY TO,OR BENEFIT ME AREA OF OR THUNDERLAND CIRCLE. � \ TRACT 2,REVISION 2) I . f l ' f / El - EBAR FOLIO TH ID PIPE
DESCRIBED)
TRACT 5A OR TRACT 3A-4A AS SHOWN HEREON WITHOUT MODIFICATION TO THE AGREEMENT AND ME© \ \ NOTE,SURVEYORS&H' �0\ Ofh\�y I.\\• / / / RBF- REBARS FOUND
LINRIOE aD
CONSENT OF OTHER PARTIES TO SAID AGREEMENT.SUCH USE WITHOUT CONSENT COULD RESULT IN .\ NO EXISTING OTHERS ACCESS �A f �/ \ / BS EBAR SET WITH'ED HOLME Assoc CAP
OVERBURDENING OF THE EASEMENTS.
\ I �GF f �X\OA, f \\ / / RCP- REINFORCED CONCRETE PIPES&
BUILDING
PROPERTY TO UTILIZE
�\�` / // RZSB- REAR ZONING SETBACK
OR PARKING I CONTROL MONUMENT
13. AS OF THE DATE OF SURVEY,TRACT 2.REVISION 2 IS ERRONEOUSLY SHOWN IN THE BUNCOMBE COUNTY \ \\ SPACES MAINTAINED BY NORTH }II J JS \ R
GEOGRAPHIC INFORMATION SYSTEM IN THE CONFIGURATION SHOWN IN PLAT BOOK 132,PAGE 183,RATHERI I•
\ Uq\ f�\ \ a / R/W- RIGHT-OF-WAY
THAN THE REUSED CONFIGURATION SHOWN IN PLAT BOOK 134.PAGE 161. \ CAROLINAVE.USEGEODETIC / 9ry f f / RWF- RIOIT-OF-WAY MONUMENT FOUND
\\ ' SURVEY.USE &4/iS\ 1 f \ / SZSB- SIDE ZONING SETBACK
p /
14. THIS SURVEY SHOWS A CONFIGURATION OF PROPERTY LINES AND SETBACKS FOR A PROPOSED BILTMORE BAPTIST CHURCH I aAPPEARS PERMISSIVE. I Q4 \ / SSZSB- SIDE STREET ZONING SETBACK
RECOMBINATION OF PARCELS OF LAND.THIS CONFIGURATION IS SUBJECT TO CHANGE UNTIL APPROVED BY REMAINDER OF DB 5050 1785 PG \ /Nf\ ` \ STORM DRAINAGE / / TCOM- TELECOMMUNICATIONS
ME PARTES TO THE CONVEYANCE,AND A PLAT IS APPROVED FOR RECORDATION BY THE PLANNING / \ •\ '' I f f\f \ ®DB SITS/6�J / TE:- TOP ELEVATION
OFFICE OF BUNCOMBE COUNTY.A SUBSEUENT INSTRUMENT DECLARING AN INTENT TO RECOMBINE ME 13 REMAINDER OF PB 72/50,TRACT FIVE \ I • // TPED- TELEPHONE E PEDESTAL
PARCELS INTO A SINGLE PARCEL MAY NEED TO BE RECORDED ONCE THE TRACTS ARE SEPARATELY �Ky' ` \f \ (APPURTENANT• / / V&M"- UGHN&MELTON ENGINEERS
ACQUIRED. ZONING:PS \ I\ti 29 I I f / '\ ( FLOWS TO RIVER / W/- WITH
15. NO DEED WAS FOUND CONVEYING A WIDTH OF 60 FEET TO THE NCDOT FOR CLAYTON ROAD,HOWEVER. 35 CLAttON RD \ • W MAINTAIN I f BB \ \ 6 UAVEENTINE PROP RTTTAINED H / ,/ 6 F- TRANSFORMER
ICA ORMER
CONSTRUCTIVE NOTICE OF A 60 FOOT WOTH IS FOUND IN A NUMBER OF RECORD DOCUMENTS,INCLUDING \\ I I m SLOPES IN DBRIGHT TO
_ I \ ) / STORM GRAIN ODN - SOD NAIL FOUND
DEED BOOK 4626,PAGE 1626.PLAT BOOK 124.PAGE 29.PLAT BOOK 149.PAGE 34.AND PLAT BOOK \ I 933 F]42 I f f\\ / ,/ EASEMENT N4
157,PAGE 163. I (DL,4,L81-Lag)
16. SEE THAT ELECTRICAL EASEMENT FOR OVERHEAD AND UNDERGROUND SERVICE RECORDED IN DEED BOOK 16 \ \\ 1 m I I PROPERTY e ROWNER ECOMBINE. TO DOCUMENT SNOW. I I f\f f \• 10 // ®(FLOW56T0 7
2242.PAGE 286,WHICH MAY AFFECT TRACT 5A AND/OR TRACT 3A-4A AS SHOWN HEREON. �`♦ \ I I I I I `\ \ \\...•
/ I DETENINP ON
OPEftttj
17. PROPERTY MAY BE SUBJECT TO BUFFERS FOR CREEKS,'ERRANDS,AND RIVERS WHICH LIE UPON 0R ♦ \ r N.
• f\ \ P RAP / / AVENTINE
ADJACENT TO THE PROPERTY.NOTE THAT NO CREEKS OR OPERANDS WERE DESIGNATED BY QUALIFIED �\ \ 1 I I 1 1 f\ f \ 9 /
SPECIALIST,AND THAT APPARENT CREEKS SHOWN WERE LOCATED BY SURVEYOR. ♦ \ I \ ♦ \ \ //0\
�f� I \ \ \ -I AVENTINE DRIVE
16. CONCERNING ALTA TABLE A ITEM 10A&LOB,NO BUILDINGS EXIST ON THE SUBJECT TRACTS NO PARTY \f4 \t \ I \ f 20'STORM DRAIN \ • -�v/] .y1 260'SHARED ACCESS&
WALLS EXIST. \f T\ \ 14 I I I F \ EASEMENT(dt) \ 3 III UTUTY EASEMENT(REVISED)
\ / y 2279 SQ.Fi f\ N.Y I J • ( /
19. CONCERNING ALTA TABLE A ITEM 16. NO EVIDENCE WAS OBSERVED OF RECENT(1WT11N THE LAST `\ \\ ♦♦ \\ I o t11 I I I \ \ • SL9,LtOL75.\ f \ I� \-1r /s II 7DB 5116/617
SEVERAL MONTHS)EARTHWORK ON THE SUBJECT TRACTS. d> ANCHOR POLE ( C10]6) \
EASEMENT O / �DB85116/617 I I� //S SLOPE.LANDSCAPE
2 7,NCDOT PLANNING DOCUMENTS CONSULTED REVEALED NO CURRENTLY \♦ \ \ DB 45./1280 I a \ BB 116/17S `\` JI II Rec &GRADING
EXIST.PLANS FOR WIDENING OF CLAYTON ROAD,AND MAY BE SUBJECT To WIDENING IN THE FUNRE THOUGH IT Is CONSIDERED A MINOR THORaucHFARE +\ • ♦ \ / I \ \ „� \ 5.5 m\\Iy�Ili 1 Id 'Ha EASEMENT eo2
\ / \ °`xoT V J 9 f. I I` a
•, \♦ \ A \ GUY uxBs J / J I \ SERVICE) I I I I I 6 �65'sllfi/fi1J
B •
TRANSMISSION
♦\ NCT0191 \\\ /// I \ \ zo SUSS- I Ilf� I I __STRUCTURE
\ \ aK // 'TRAcCT 2 \.�\ I\ I I I \ I P.>
ee\♦ `\ WAI`S / REVISION 2 b SLOPE,uN GRADING
Ip f Ili��IL f 1\f I\ //�
fa\ /[a c / \ k GRADING __/ trj1l I� \, \ --_\
"/�\ {� I 7.870 ACRES \ ]sa MENr d, I \ / C7' - \ �RO^°
\ppp���W \f \�'�� E i// 23 CLAYTON RD \ 20 s - (25. ,C1o,ctt, ` I I \ I \TIli I f \ A \, \
\fV •
\ r \• 4�,/PTc // I (4.308 ACRES EXCLUDING \\ szm` �DB 5116/617 ���^ I I\I`1, 1 1�. •Tr\f \ / 2tl RzsB,\ \\\
/^-� ma ACCESS EASEMENT& �/ `♦� I I I \ ,
\\ \
l'\ `� / FPS // POWER R/W) ��_ -- -_._�.�� VENTIS I \`,1 I I I �I` f \ O. \\ \\
fKEY / p u ZONING:EMP _ C7 2 O` f`I
.�J � rW >. I 5 NO EXISTING / i ��___��� /I� I If II , \
fir `� a BUILDINGS.NO / - U J ',III,
e `C
2 \f! j \ u5 R wSTNf.PARKING _ L61 1 1` I �� lit \,
•� ' R°CN ,,////FlBER OPTIC E TICE OF $PACES / i -_ _ f 0 I
LOCATON
PB
I at
�Py O� \ cxu4a��\J i 35 / \ �'// CENTERLINE OF „" FOUND.
EASEMENT DOCUMENTDOCUMENBT //. /•
/// m \ \CB\ iw\ y�// A /�� I�`\ 1 \ �N `` ``�
PEOE i
1T- �` I I I
,�hc`9<s� \ `\I \/ �\ iR 0 5 SSION AL 1 -___--____--..1-In - 525B
9 ♦ 1\ n n�3.c aN MI uNe PoftnoN of Access& / / / /so' i� RR`�L65 b� ` /�e`b/� `� e -\c� ` \f\
I. / 11` ♦x e Unutt EASEMENT ON / c1IC C1 GS 20' o
, O \ `\\v1 r s .p \ \ DB 4]50/1 L67) TRACT 2 REVISION 2 / / :::_________,,r_t____________..
4 _ _ C83 \\_� / - 5 p54 vfF` ,\C 1469*ACRES / l2 " d / _ `1\ \ `\ANCHOR POLE S PB ISION 21 .5/ / c - \�4\ `\f' Di 0�`\ \ EASEMENT mDB 5064/1]63 ,/ G/ Is'49R9 9 -- � o\ -*�`5` �� \\fPROJECT \\ryV \f DB 4548/1280 DB 5116/61J / - \ ` \\`\
LIMIT 4505.2.3 \, 0.
LIMIT OFT OF PROJECT
�1 (J 2 / / ^
ALTA/NSPS LAND TITLE SURVEY FOR \ �\ e vv /'/ / / RETUNING
_�m� �bo v ` ��
STERLING DEVELOPMENT GROUP #34505 �; �\.:' \ / FEE SIMPLE /
OF A PROPOSED RECOMBINATION OF � • RIGHT-Of-WAY /' I� STORM ANJ \EAEMErvr\
\ \\f1 \ SEE DB 523/18�62 / // M�=L - J �\` (APPURTNENANT)`\
• / E EASEMENT N (2 \`` E%TENDS TO
OR
/
TRACT
/�/ 7��][J�(� \ �` Z. \ / / / �PB 151/1831NE (L,4 L81 89 - \
1L 1LU6 11\1/!L 6 REVISION 2 of ° \ o \`'\ \ p0 Fi55 - - ) -OUTLET OF WALL_ 5 LONG SHOALS
R \ I • \ / / ®OB 5116/617 -,,,,,,, ,.4,.,\ ` RO/61 E&DB.
/ -\[ _ OETENnON yt,6/61J \
P'i19fr Tl'TF TS�ITR TF,TT51Tr ArT'RT 2y�T11\TRC yrMy�®� PJr uxe\� \ �',\�\\�\\ / / j / `THUNDERLAND CIRCLE SUNSHINE FAMILY,LLC - - SUNSHINE
P . xE H Nom:PORTION \ `� • \
ll fr]11�J1�yfJ JJf1✓f1CCfLAllvfUJ py fUJll\yf6y / / 6a'SHARED AACES SUNSHINE CHEVROLET) SUNSHwe M \
\�� \ i / / &unutt EASEMENT(REvlseo) DB a9sa/1835suNsHINE
OWNER: BILTMORE FARMS, LLC S '� \� \ / / s NOTE:PORn. DB 5064 1763 Da 5064 1757 NOTE:PROPERTY& PROPERTY u RETAINING \
2\\ `�k6 i ` }' C \\ S / �PB 134/161 /51 6 / EASEMENT LINES ARE ET(TYR)
A PORTION OF PIN:9634-89-8368-00000 A, ,, ,.. , a °' \ I / / / t12 6 - - DB sosa/ns3 NON-rANCENr& //c `\\ I / - - NON-PARALLEL AT /
(s� JOUTSIDE
A PORTION OF DEED BOOK 1443/151 FE SIMPLE ` �� \ \.� 36 s tt / / `SUNSHINE
ROPE""UNE - PD 134/161 L2z&Lsa DEEEED'UNE
RIGHT-OF-wav \ \ \,+ °\\ \ 13 rKJ Ee / cRACP 1 REVISION 2 \
PLAT BOOK 134, PAGE 161, AND SEE De 4554/462 \ '\ \N\\L` ,\♦\� /- /' (TrPJ
ZONING: EMP
�' ENT
DB 5EASE171/1457 / /
WITH TRACT 5A \ re,71/130 i / / ' LINE TABLE LINE TABLE LINE TABLE
(L]2-]4,L29,L30)/ r°'V/ / LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE
OWNER: BILTMORE BAPTIST CHURCH MONUMENTED os \ l\' ♦ f 1 LI N06'21'S0PEE 10.08' L46 N53.06'33'1 74.66' L90 N20'46'12'E 193.85'
RIGHT OF WAT ADDITION f\ v\ • ♦♦\♦\ //° / / L2 N06'11'S0PEE 17.48' I-47 N53.08'14'1 59.83' LW Nz7Y36'49"E 108.96'
A PORTION OF PIN:9634-89-2831-00000 12 FOR TURN LANE IN PB / L3 NO6'21'50"E 16.12' L. 505'56'10"W 200.11' L92 N6318'35'E 54.53'
143/114 HAS BEEN \ \ ;63, / / / 4 N06'11'50.E 695.78' L. 505'54'58.W 424.53' L93 S83.30'23'E 86.50'
A PORTION OF DEED BOOK 5050, PAGE 1785 REUED UPON BY COMPAN ES.PRESUMED `lTY \\\O \ \\� / �� / L5 N06'11'50.E 55.71' L50 N32'22.5YE 210.5T 4 Nz8R9'S3'E 40.60'
A PORTION OF TRACT FIVE OF PLAT BOOK 72, PAGE 50 DEDICATED I TO PUBLIC \ s� T of\f\1 ' / ,ter/ T / L6 557R1'05'E 33.46' .1 56619'S6'E 504.80' L95 N09.53'00PEW 99.77'
USE. 0 DEED OF \ 0 1. \' �O / \ L7 557R1'05'E 437.62' L51 DELETED L96 N46RT29"E 43.64'
CONVEYANCE FOUND. Y,, / / 4...
/ SURVEYOR$CERTIFICATE:AND TRACT 3A-4A ��0\\N\� '',.Fa ♦/ 1 / / � / L855]R1'03'E iJ1.92' L53 IN38'4101'W 26J.91' LOS N43'3231PEW 60.13'
"^^' ♦ ♦ 'l\ f0 / I,J.DANIEL HENRY CERTFY: a 55J71'03'E 1039' LSa ]ab854PEW 69.93' L95 55452'41'W 49.64'
OWNER: BILTMORE BAPTIST CHURCH \ � ` �` 20' \ ' /,./\,_4' / �m 55JR1'03'E 2o.ao' Lss NJana smw 8.69' 9 s421r46'w sz9o'
\a \ TEL \ f' I THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL 1 SGJR1'03'E 436' L5fi NO,5236''W 127.47' L100 5351C33'W 908'
A PORTION OF PIN:9635-81-3360-00000 ,,,,\\s \ V OM ,`A1rj, /'xC♦�A3�./Y� SURVEY MADE UNDER MY SUPERVISION(DEED DESCRIPTIONS AS NOTED IN L12 55]R1'03'E 8.73' L5J 504'S2'36PEE 43.90' of 53516'33'W 20.19'
\/ ��// `J�' I / THE TITLE BLOCK);THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED L13 557R1'03'E 10.31' L58 50452.36"E 88.32' L102 53516'33'W 56.79'
A PORTION OF DEED BOOK 2383, PAGE 697 & \ \'0\\ AUinT • `�/ 55 ,\ •R.. V ENCL05uRE AS DRAWN FROM INFORMATION IN BOOK N/A,PAGE N/A OR OTHER 4 557R1'03'E 25.52' L59 NJ4'17'01'W 12.10' L103 N69'3J'53"W 76.67'
/n� ?�KJ�" T REFERENCES AS SHOWN;THAT THE RAT 0 OF PRECISION IS 1:75700.AND L. 557R1.03'E 39.82' LOU N74•1 T01'W 19.34' L104 N2758'23'1 147.67'
DEED BOOK 3046, PAGE 29 & DEED BOOK 3510, PAGE 200 `•/ e \ \ OPTQ V40 -t V61< M v / \ °& THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF LI6 557R1'03'E 19.33' L61 578'45'37PEW 41.86' L105 N79'3S34"E 183.06'
(a-vaowMATE) 7 / f G'•U ' �' LRJ SGJR1'03'E 160.69' L62 52T02'14"W 72.70' L106 StO26'26"E 25.06'
.�/ ® ems\ ♦ PRACTCE FOR LAND SURVEYING IN NORTH CAROLINA(21 NCAC 56.1600).
A PORTION OF TRACTS THREE & FOUR OF ! a\\'G \ ROWS TO LIB S32.41'26"W 49.81' .3 555'S5'32PEW 34.80' L107 S191TITE 68.26'
Z cc .C \ DETENTION O STERLING DEVELOPMENT,LLC,U.S.DEPARTMENT OF HOUSING AND URBAN LI9 532'41'26'W 9.04' L64 N4019'57'W 126.84' L108 S07'35'42.E 96.77'
PLAT BOOK 72, PAGE 50 G L )\ \\ 1 c `_ c'y i \ �♦ J SYSTEM ON L20 S32.41'38"W 28.23' Lfi5 N40'19'GJ'W 41.63' L109 50116'27'W 145.35'
q 9 \` \♦Ak �I SUNSHINE DEVELOPMENT,&FIRST AMERICAN TITLE INSURANCE COMPANY:
a O fir•\'( . CURVE TABLE L21 S32.42'20'W 64.56' .6 N40'19'GTW 147.8( LI10 S09.27'49.E 73.42'
SHEET 1 OF 4 CP 9 // rA\ �M1 \zo �8�k - �\ PROPERTY HIS 15 TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS CURVE DIRECTION CHORD RADIUS ARC L22 N72R6'24"W 59.93' 67 Na3'49.00"W 64.49' 1 521.26'4TW 74.00'
Ia J. BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL L23 N74'1 J'Ol'W 14a.75' L68 N57'21'34'W 91 J.46' L112 521'26'4TW 26.40'
AVERY CREEK TOWNSHIP y \\ R AVE REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS.JOINTLY ESTABLISHED AND CI N87'45.42"W 139.84' 300.00' 141.14
'Cl s GT (nELECTRIC
1 6 C2 S52'S}'S6'W 261.72' 300.00' z70.92' L24 578'45'3rW 41.86' LOU N57'21'34'W 307.54' L113 533.40'S9.E 26.76'
8 Ts&y ()' \ 5`'Y \.V' Vti ADOPTED BY 18TA AND FSPS,END INCLUDES ITEMS 1,D,3,4,6A.6B,JA,8,9,1OTO 108 L25 527'02'14"W 72.70' L70 N34'45'3z"W 236.21' 4 S33.40'59'1 13.09'
/' (5 \ ♦,Du(2) CENTERLINE OF 11,12,13,16,1].18&19 OF TABLE A THEREOF.THE FIELDWORK WAS COMPLETED C3 Sa0'S}'49'W 95.82' 200.00' 96.76'
BUNCOMBE COUNTY, NORTH CAROLINA °z2a O C4 55520'27-w 4.08' 20000' 4.08' L26 555.5532"W 8.35' L71 540Y36'03E 156.10' L115 550'}8Y5"W 4B5T
�T�/ \ \ TRANSMISSION
MISSIO LINE ON MARCH 30,2021. L2J S55'5532'W 20.14' L72 N60'39'02"E 9111' L116 536.04'21,N 13001'
18 8 SCALE: 1" = 50" 3/30/2021 u?i�, y 9Q e�\\ �� J `�`"� s 4-L65) cs SDa58m"E z6,27 19000' 2644]
�,/` �BEL 7 ♦ R/W(L64LESS) C6 5000900E 10897 ,90.57' 110.51' L28 N400457 W 39.09' L73 529R0'S8"E 30.00' L117 Sz05421 W 95.00'
J. DANIEL HENRY, P.L.S. #4881 '5:-.A.- < \ \ \ -,\ei '\ / EA EMRTMv,♦\♦\DB 4749/37 13 DATE OF PLAT OR MAP:_A�i123.2021 C7 S23OT44'W 124.47' 251.35' 125.77' LOU N40,0457PEW 21.25' L74 560.39'02"W 85.42' L118 SGOYJq'41'W 80.OJ'
CB 539.30,5 28.42' 125.00' 30.23' L30 N40C4'S7'W 9.29' L75 S16'11'48'1 52.90' L119 50621'50"W 5046'
S DANCY➢EDHOLMESSURVEYING.COM �i44y j\� \ Si`X ram\♦ DBS46Ja/1030 • C9 N39'30'aSPEW 28.42' 25.00' 30.23' L31 N40,045rW 65.38' L76 N16.11.48'W 169.63' L120 50621'50"W 197.51'
` ) 143/114 123,2021 L31 N06'21'S0"E 100.28' L77 N15'42'59PEE 77.23' L121 506.21'50"W 438.52'
EDR WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS DAY_A�n'
p� HOLMES e` , Ew DESµ (L,.L2.L]1,L27_L31) >.\ 012 N87,5'42-W 67.81 25..0' 7.]5'
llxx�"' / L33 N66'19'49"W 57.63'' L78 NO2'34'32"E 85.10' L122 562.38'S1"E 88.97'
n�c ♦ CI1 55917'49'W 36.22' 25.00' 40.5,'
\ /T 1' N87'g5'a2PEW 167.81' 360.00' 169.37' L34 524'24'49•W SJ.63' L79 510'50'}2PEE 124.67' L123 N62'38'51"W 88.9J'
r. (�C ASSOCIATES Ramc STRIPING\f ^\,..,',,,,''....,
c^ m\ 5 ♦..CAfi.. 012 134A 506'z9'38PEW 45.36' Lao 507'34'36PEW 18.59' L124 N89'S6'11'E 45.93'
J.DANIEL HENRY,PLO L-4881 /,A CI3 552'S}'S6'W 314.08' 360.00' 324.99'
wc> �[�,. .0 CAR C14 S41'28'SSW 69.84' 140.00' 70.59' L35 506'29'38"W 29.85' Lai 505'44'30"E 13J.46' L125 N48'4T24"E 35.03'
LI (Plxc ^. / SEE DB.UNDER ° VARIES \ .��\ O�/♦ C15 N22'57'50'E 65.76' 715.15' 65.78' L36 S24R5'S1PEE 104.23' L81 524'51'55PEW 71.13' L126 N87•01'01PEW 23.51'
L A N D S U R V E Y O R S P A l•(/\ / ELECTRIC
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< \ G�f �= OF O'� CI7 N27'35'14'E 9.63' 715.,5' 9.63' L38 S45.02'27.W 32.82' L84 SOOT/0'40"E 17.25' L128 555'25'S6"E 74.36'
° 300 RIDGEFIELD COURT, SUITE 301, ASHEVILLE, NC 28806 TO LONG° \♦ mF a SEAL = C18 N2a19.21.E 184.65' 1450.12' 184.78' L39 s09.21'1rw 14.00' Las 589'59'20"W 20.00' L129 N5012'S2"E 51.26'
SHOALS • '8 C19 N17VI'19'E 184.65' 1450.12' 184.78' L40 526.20'03"E 27.48' L86 NOO50'40". 45,03' L130 588'20'03"W 58.80'
PHONE: [phone] COMPANY LICENSE C-2806 f� \' - a1
Y ROAD ♦ ` �L-4881�, �; 020 N1116'031 106.47' 1450.12' 106.50' S53'35'07PEW 342' L87 571'23'52"E 172.72' L131 N51'01'42"W 44.24'
DANCGEDHOLMESSURVEYING.COM REVISIONS: ♦♦ A'sly W,,O 9,1, y0 C21 No8'35'10'E 29.24' 1450.12' 29.24. L42 553'35'07PEW 25.92' L88 N24'51'55"E 47.73' L132 N0010'36"W 62.45'
\ �'✓ '$URV� -\4 022 N07Y32'22'E 49.04' 1450.12' 49.04' L43 543.33'56"E 84.64' L89 N05314'30"W 147.83' L133 N....06"W 176.52'
PA• '� ��i,-9 �\O 023 NO2'25'13'E 184.65' 1450.12' 184.78' 4 539'46'29PEE 92.47' L134 550'38'45PEW 180.27'
FE \ ,,N/ ♦♦♦ C24 NO216'S1'W 30.99' 845.00' 30.99' L45 N40.04'57"W AFRO
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SEE SHEET 1 FOR NOTES -
ABBREVIATIONS CURVE TABLE / 1 \ `�\\ (AC esnRSCAL ro / '/�i ,,,•,i/ // `
CURVE DIRECTION CHORD RADIUS ARC 14.0' Ir\` \A ) fj� _ / / / ,/
AC- ABOVE GRADE N87'45'42"W 139.84' 300I00' 14114'
BG- BELOW GRADE 552'53'56"W 261.72' 300.00' 270.82' ' / il 1 \ 1 / ��
s4o's3'48"w 9s.ez 200.00' 96.76' BILTMORE BAPTIST CHURCH 6i \ / ,./•DUD /
CAN.- CABINET �y \ V./\ /
CO NC.- CONCRETE C \ ,[' F /
CPP- CORRUGATED PLASTIC PIPE 4 555'20'2J"W 4.08' 200.00' 4.08' ` g' \ / "` �5 _// / 4
DB- DEED BOON C5 S08'S8'O7"E 261.27' 490.00' 264.47'
DIP- DUCTILE IRON E C6 SO7'49'06"E 108.97' 190.57' 110.51' \ REMAINDER OF DB 2383/697 IN �' °_
E:�- DEED EASTI OF TRUST BOOK Ce 523'O7'44"W 124.47' 251.35' 125.77' 1372/50, / e OLD SEDIMENT BASIN I •-� \ / / _1 ` '/ `OO\'''%
�
_ S3518'59"E 67CTRIC .23' 1221.18' 67.24' \ PB TRACT THREE R I� •�O �• •
•
EEHA_- ED E HOLMES&ASSOCIATES SURVEYORS C3 N39'30'45"W 28.42' 25.00' 30.23' I ZONING:PS / / (R •
PIS NOAP TANTACTEOR I la \ ��fV� \' n / // `•
�
FLOW LINE ELEVATION CIO 504'00'02"W 7J2' 25.00' 7J5' \ •
/ HOLDING WATER) \ ( ♦��C��� �,`7 CE/ / / `(o to,\�N
ZONING
SETBACK 559}7'49"W 36.22' 25.00' 40.51' / /I 6'PLASTIC PIPE ) \\� �„, c/ / e e \\\G
ELEVATION N87'45'42"W 167.81' 360.00' 169.37' / `oN ,
IPF0- OPEN TOP ON PIPE FOUND 552'53'56'W 314.06' 360.00' 324.99' \ ) / (ROW MTENTU / N _ L130 , °,/ / /
y \OK R 541.28'53"W 69.84' 140.00' 70.59' •AMERICAN VERTICAL DATUM N22.57'S0"E 65.76' 715.15• 65.78' \ /' / •05Cp+xECTEO) : el . / /%~ /:/ / {NORTH CAROLINA C16 N2fi'24'01"E 20.00' 715.15' 20.00' • W W W W / `
C17 N27.35.14'E 9.63' 715.15' 9.63' 1
I '� /
ENT OF TRANSPORTATION N24}g'21"E 184.65' 140.12' 184.78' REVOCABLE
- /
N0- NORTHINAMGLGEOETICNCGS- NORTH CAROLINA E9URVEYDETIC SURVE C19 N17tl1'19"E 184.fi5' 140.12' 184J8' \ MATCH LINE: SEE SHEET 3 •/� / EASEMENT oT�,�' / MATCH LINE: SEE SHEET 3•
PB_ C20 N11.16'03"E 10647' 14..12' 106.50' / / BELLS _// / 1W 5258
PID- POINT IDENTIFICATIONNUMBER(NOS) C21 NOB•35.10'E 29.24' 1450.12' 29.24' I \ / • DB 311]/234///6 `
PftOFES510NAL LAND SURVEYOR C22 NO7'02'22'E 49.04' 140.12' 49.04' SEE PB 89/38 /tie /
PVC S- POLYVINYL CHLORIDE PIPE C23 NO2.25.13'E 184.65' 14..12' 184.78' I \ / / 4�/ / I/ / ` \
RBF- REBAR FOUND AP(AS DESCRIBED) C24 NO2.16'S1"W 30.99' 845.00' 30.99' CHURCH '
13.6' TOE OFAPPROXIMATE
/
EBAR SET WITH"ED HOLMES&ASSOC.'CAP \ PARrclrvc LOT suss
I SLOPE / / AVENTINE ASHEVILLE,LLC
RCP- REINFORCED CONCRETE PIPE
Rzse- REAR ZONING SETBACK �2 a / / .i / (THE AVENTINE APARTMENTS) \
R/w- RIGHT-OF-WAY I I \ ��/ // / \
sbs- RIGHT-OF-WAY
TzoNlNcasE MONUMENT FOUND
•
/ zo I •', /`%//
SSZSB- SIDE STREET ZONING SETBACK /
SOIL ROAD IS 14' DB 51 134/161
RIGHT-OF WAY IN
TCOM- TELECOMMUNICATIONS \ / TRACT 3
lE:- TOP ELEVATION \ / % ' DBPBR33/265. / / PB 1
TPED- TELEPHONE PEDESTAL I ESUMED / /Wy' /
"VW- NIT GHN&MELTON ENGINEERS E%NOTE: VIED BY % / 1
W M- I MERGER Tg//�// ZONING EMP
/ I PROPERTY
/% A /BUFFERS 414 LONG SHOALS ROAD
TRANSFORMERMAY BE
60 NF- 60DCNAIL FOUND AL / I SUBJECT
CREEK /4 // /
I / / I /�� ///// LINE TYPES
// / / WATER LINE(MARKED)
LINE TABLE LINE TABLE LINE TABLE z / / TRACT I / `"" y'UNE BEARING STANCE UNE BEARING DISTANCE LINE BEARING STANCE WATER FROM EXHIBIT
LI NO6'21'S0'E D10.08' L48 N53tl6'33'E ]4.66' L90 N20'46'tYE D193.85' 0. / `I
L2 N06'21'S0'E 17.48' L47 N53'08Y4"E 59.83' L91 N27'06'49"E 108.96' A ygUlT 3A-4A / •13 I OVERHEAD ELECTRIC&1 TELECOM
L3 N06'21'S0'E 16.12' L68 505.56'10"W 200.11' L92 N6318.35'E 54.53' I - Ec0u , i R. ^/li -E•T-ECT-
6.768f ACRES /
Ld N06'21'S0'E 695.78' L49 SO5'54'58"W 424.53' L93 583'30'23'E 86.50' / / A PORTION of TRACTS / / I OVERHEAD ELECTRIC
L5 N06'21'S0'E 55.71' L50 N32'21'S3'E 210.57' L94 N2829'S3"E 40.60' CHURCH , // I II I [-E-E
L6 55721.05"E 33.,e L51 56619.56"E 504.80' L95 N09'S3'00'W 99.77' PARKING LOT / / THREE&FOUR OF / / )/ OVERHEAD TELECOM
L] SSJ21'OS'E 437.62' L62 DELETED L96 N462J29"E 43.64' I OS / PB J2/50 \ / / / 1 I UNDERGROUND ELECTRIC
L8 55721.03'E 171.92' L53 N38'41'01"W 267.91' L97 N43.32'31"W 60.13' ZONING:PS / - <E,-1 I
L9 S5721'03'E 10.39' L54 N74'08'54"W 69.93' L98 S54'S2'41"W (TO BE RECOMBINED WITH •/ // -// UNDERGROUND TELECOM
L10 55721.03'E 20.00' L55 N74'08'54"W 8.69' L99 54217'46"W 57.90' I , / u// / / -T-T- -
Ltt S5721'03'E 4.36' L56 N04'S2'36'W 127.47' L100 S3516'33"W 9.08' " / TRACT 2,REVISION 2,& / /`/_// / UNDERGROUND GAS LINE(MARKED)
L12 55721.03'E 8.73' L57 504'S2'36"E 43.90' L101 53516'33"W 20.19' / TRACT SA) / / -.-1OI-
L13 55721.03'E 10.31' L58 504'S2'36"E 88.32' L102 53516'33"W 56.79' NO EXISTING N:650676.39' I e MAJOR CONTOUR
L14 55721.03'E 25.52' L59 N74'17'01"W 12.10' L103 N69'J7'S3"W 76.67• / / " Winn GS / E938fiJ851' / ` • / -p B0-
L15 SSJ21'03'E 39.82' L60 N74'1 J'01'W 19.34' L104 N2J'S823"E 147.67' ti roI / 4' OftSppCEs O °R1D / I AREA OF STORMWAIER: MINOR I CONTOUR
L16 55721'03'E 19.33' L61 S78'45'37'W 41.86' L105 M9'33'34"E 183.06' CONVEYANCE TO CREEK. ---- �1P6-
L1] 55721'03'E 160.69' L62 527'02'14"W 72.70' L106 51026'26"E 25.06' TRACT 3A-4A SHALL HAVE / / �OQ / NPD8.3(�°�'d /^ /�/ / (NET AREA) LIMITS OF TOPOGRAPHY
L18 532'41'26"W 49.81' L63 S55'55'32"W 34.80' LIO7 519'17'17"E 68.26• NO RIGHTS TO THE USE OF A / / --t,.� / (SEE PB 13a/t 61) FENCE
LI9 532'41'26"W 9.04' L64 N40'19'57'W 126.84' LION 507'35'42'E 96.77' I THE EAST ACCESS ROAD / 0 STORMY/ATER 1 / /(/'''
X
L20 532'41'38"W 28.23' L65 O'19'57'W 41.63' L109 50116'27.W 145.35' FOR ACCESS ACCESS TO / e FLOWS TO / / -%STORM PIPE
L21 532'42.20'W 64.56' L66 019'S7'W 147.84' L110 S09'27'49"E 73.42' BE THROUGH TRACT 5A CREEK `75/ u /
L22 NJ22624"W 59.93' L67 N43'49'00"W Lttt 521'26'47"W J4.00' / _'' V/ F -RIGHT-OF-WAV
L23 CL68ON L112 I FROM CLAYTON N ROAD OR \ L124__ I - - -
L24 L69 L113 ///0�G' 1 I DEED/PLAT LINE(NOT SURVEYED)
THUNDERLAND CIRCLE. / /
L25 L]O L114 /
L26 L71 L115 �i/ p�0 . BOUNDARY LINE(SURVEYED)
L27 L72 LI16 °57 I • RIP-RAP
LAB L73 L117 / DRAINGAGE&
�A /PROPOSED STORM 1' lI �0 ' .04 OURET
L29 L74 L118 I 0t II MAINTENANCE -// =V� I PROTECTION EASEMENT LINE
` °- Ns /EASEMENT$1 V p_� TRAFFIC&PARKING STRIPING(VARIES)
L30 L75 LI19 I 10�. ,� 1
L31 L78 LI20 I - I` I - - - - -
TO /\'?BE RESERVED) /�9 g? 6 \ - BUFFER LINE -
L32 L77 L121 `/�X[
L33 N6619'S6'W 2700 L78 LI22 / N. /` _ /
L34 524'24'49'W 57.63' L79 LI23 /o �A 1 OUTLET NTH FLARED ZONING SETBACK LINE
L34a L80 L124 ° EAST ACCESS ROAD \ \ j v,, / 1 I I END SECTION
T ( / GUARDRAIL
L35 L81 LI25 I PRIVATE ACCESS ROAD / \73 C? // _
L38 L82 L128 I l \ 4 °// � •' �6 I of j CENTERLINE(TRANSMISSION R/W)
L37 L83 LI27 I V / \\/"� \ --�--
L38 L84 LI28 \0 1 I r IN
L39 L85 L129 / RIP-RAP
/ / ;y I I STORM
L40 L88 LI30 %, PROTECTION DRAINAGE
L41 L87 L131 / • / \ 1 I. 401 II I 8 EASEMENT gb
L62 L88 OM I �.\ /O� �B 5116/617
L63 L89 N054430 W 14783 L133 I [7 /v / \ l 1 i SYMBOLS
03
L65 N40T)457 W 14810 L134 5503845 W 1027 102AC :�� �' "'� I Q PROPER ETERRNER(DESCRIBED)
I I I O RIGHT OF WAT MONUMENT
1�����P. \ 1 I 3 CALCULATED POINT
����� I I STORM DRAIN MANH
I REAINED STORM \ T I PROPOSED STORM W WATER
VALVE
DETENTION POND I ) DRAINGAGE& RR
OR CHURCH //� \ I 1 I I MAINTENANCE
IPARKING AREA \ L126 . EASEMENT p2 Q AIR LEASE VALVE
RETAINED
AND O �, \ Y I I 7151 50.FT. FIRE HYDRANT
3 MAINTENANCE // \\- % 03AD� I (i0 BE RESERVED) ..-�POLE W.GUY'MRE
I AGREaMENT:OB _03 F _
904/368 / / �o�oHiA DIN LINK FENCE /� / I ®DROP INLET
SIGN
' L93-- / I A CURB INLET
BILTMORE BAPTIST / �g1 .I I I GAS VALVE
CHURCH �,/•� 1 WATER MANHOLE
GAS MARKER
DB 2052/602 1 GUTTER / I�i / I I .O.SURVEY corvmoL POINT
I PB 72/50, CHUB / /tYA-`T ----,'',/',�`j1 I ' I BURIED FIBER OPTIC MARKER
TRACT ONE ATHLETIC CHURCH
/ /
' I I yllc LIGHT POLE
ZONING:PS / R,\rrT ' I ®SEWER CLEANOUiSEWER MANHOLE
PER ZOIE IN . TREE' 7/---"
RlECgA UNE I I TRUNCATED DOME PLATE
°'NO / PPEARS TO I / I AVENTINE ASHEVILLE,LLC a RRIGATION CONTROL Box
ALTA/NSPS LAND TITLE SURVEY FOR IsE:FR` , i/ ROSSPROPERtt
(THE AVENTINE APARTMENTS) •ELECTRIC JUNCTION Box
OR
DIVISION UNES. / I `' DB 5116/1638
STERLING DEVELOPMENT GROUP / ,R / I /�I
OF A PROPOSED RECOMBINATION OFl--:-.7::--1
� BILTMORE BAPTIST CHURCH W o / I I LIMIT PBu�ACT 3
TRACT//�F� 2 / \��\\ REMAINDER OF DB 3046/29 / / I I ZONING:EMP
�[]�� II TIIC�l�pj\II �II���I�}� 2 OF / PROPERTY�F 13 7 DB 3TRACT FOUR //o/ I I 414 LONG SHOALS ROAD
JL LJLVS./l VJLJ/1111UL 11\1./JLlLdll\WXlll V11J/REVISIONSU'JB� �®N / \ \ \ PB 72/50.TRACT �'AG
\ \\ ZONING:P5 I //a/ / I I
OWNER: BILTMORE FARMS, LLC I / // `\�� c`\ \\\\ I I, />y�� II I I I
A PORTION OF PIN:9634-89-8368-00000 / e\e j
A PORTION OF DEED BOOK 1443/151 `,o/ a`� e\ (T/
PLAT BOOK 134, PAGE 161, AND I // [\ c\ \ e\ \\Fj I II WOODED 1�I
WITH TRACT 5A \ \ \ s\ I /// vl„.. I AREA 1
\ \
OWNER: BILTMORE BAPTIST CHURCH // / I \\ e e\e\. e\e \ \\\ \ I ///°/�to II /1 I 10A„UGA ° '..�'.N CAROB/��.
A PORTION OF PIN:9634-89-2831-00000 / \ \ \\ \ I / II / i I °i =O °F ESS/Dry �!.�
A PORTION OF DEED BOOK 5050, PAGE 1785 / \\ e\ `\ e\e\ \\ / / II 1 F i ,`SEAL
A PORTION OF TRACT FIVE OF PLAT BOOK 72, PAGE 50 /// I \\\ e\e\ '\ e\ \ \ I / _I 4// / I 1 I L �9L-4881
AND TRACT 3A-4A 6 \ '- / I °
OWNER: BILTMORE BAPTIST CHURCH \\\\ ee \6 \ \\\\ T // �/ sm I i I,'o 47/EL ' ?
A PORTION OF PIN:9635-81-3360-00000 \ \e 6 e\e \ I (,,D.md.:It
A PORTION OF DEED BOOK 2383, PACE 697 & I I \\ \e \ \ \ L I PB II I ` I ` '""'""'" •'
DEED BOOK 3046, PAGE 29 & DEED BOOK 3510, PAGE 200 \\ \e `\ e\ ~\\ // [6 i I I April 23,2021
A PORTION OF TRACTS THREE & FOUR OF \\ \ / `
PLAT BOOK 72, PAGE 50 \\ ee\ `\e\e\ \\\\ I I I
SHEET 2Y
OF 4
TOWNSHIP I \\\\ c\ ` I\ \e \T` 9 I 3 ! -
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s BUNCOMBE COUNTY, NORTH CAROLINA \\\ \`\e I 62 \M=e-=-J / 1105Z6B
SCALE: 1" = 50' 3/30/2021 \ \(e \I 1 \ 'R'N`
II
J. DANIEL HENRY, P.L.S. #4881 \\\\ Il V�1q\ \\\\ 1
e�@ I •
\ \ \ 1
ED HOLMES `_ . \\1\ I :� .I °� I
T
&ASSOCIATES MATCH LINE: SEE SHEET 1 I \\ °ra`I \ \ \ \\ I I• MATCH LINE: SEE SHEET 1
a L A N D S U R V E Y O R S , P A I I \\ f\e \\ 1 I DRAINAGE
\ `\ \ \ I EASEMENT#6
300 RIDGEFIELD COURT, SUITE 301, ASHEVILLE, NC 28806 I , c \ 10 1 DB sn6/6n
8 PHONE: [phone] COMPANY LICENSE C-2806 T \ 1 \�`` , \ \ \\ 6��J I ®iencr zs
w DANIO€DHOLMEsSURVEYING.COM REVISIONS: CHURCH I I i I\\ \'\ ` 69 <\, y. I I REVISION 2)
ATHLETIC FIELDS 1 E \ I10 n
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SEE SHEET 1 FOR NOTES
LINE TYPES
WATER
cvr LI-rATARNE(MKED)
CURVE DIRECTION CHORD RADIUS ARC - I I
AG- ABOVE GRADE C1 N87'45'42"W 139.84' 300.00' 14114' BILTMORE BAPTIST CHURCH 1 I WATER FROM EXHIBIT
BG- BELOW GRADE C2 552'53'56'W 261.72' 300.00' 270.82' DB 2211 163 rvL NG-
CAB.- CABINET C3 540'S3'68'W 95.82' 200.00' 96.76' / / I I OVERHEAD ELECTRIC&TELECOM
CONC.- CONCRETE Lai EtT
0PP- CORR CORRUGATED PLASTIC PIPE TRACT TWO -
ca zo z7w Dom PB 72 50,
pDP_ DEED C5 508'S8'o7'E 90.00' ZONING:PS i OVERHEAD TELECOM
D.- DEED OF TRUST I BOOK PE C6 494D4'W 51.355'' E
ELEC.- ELECTRIC C9 18.59.E 25�00' S7 I I I UNDERGROUND ELECTRIC
FE:A- FLOW LINESELEVATIONAIES SURVEYORS
04'00'02.W 23 I UNDERGROUND TELECOM
C10 25.00' 70]5'
FZSB- FONT ZONING SETBACK C11 55917'49"W 822' 25.00' 0.V -T-T- -
IE:- INVERT ELEVATION C12 42"W 6781 00' 6937 \------FO- OPEN TOP IRON PIPE FOUND 013 -
NAD- NORTBOOKERICAN OANM C14 28'S3"W 9.Bo4' 0' ]O59' i I UNDERGROUNDMAJOR GCONTOUR
AS LINE(MARNED)
NA%)- NORTH AMERICAN VERTICAL DANN C15 50"E 65.76' 15.115' 65.78' - -2 eD- -
NC- NORTH CAROLINA C. 24'01"E 15.15'
MINOR CONTOUR
NCGS- NORTH CAROLINA GEODETIC SURVEY C17 4"E 15.15'
NCDOi- NC DEPARTMENT OF TRANSPORTATION C18 21"E 145012' I LIMITS OF TOPOGRAPHY
N NORTHING --
NGS- NATIONAL GEODETIC SURVEY C19 rot'19"E \ I I FENCE
PB- PLAT BOOK C20 PER NOTE IN --x-% x-
PID- POINT IDENTIFICATION NUMBER(NGS) C21 PB 72R/50,NO I xSTORM PIPE
P.L.S.- ROFESSIONAL LAND SURVEYOR C22 PROPERTY
PVC- POLYVINYL CHLORIDE PIPE C23 CORNERS WERE
ROC- REBAR FOUND WITH ID CAP(AS DESCRIBED) 026 N021651 w 3099 84500 3099 SET FOR I RIGHT-OF-WAY
RBF- REBAR FOUND I I DEED/PLAT LINE(NOT SURVEYED)
RBS- REBAR SET W11H"ED HOLMES&ASSOC.'CAP DIVISION LINES.
RCP- REINFORCED CONCRETE PIPE
RZSB- REAR ZONING SETBACK \ I - I I BOUNDARY LINE(SURVEYED)
RAW RIGHT-OF-WAY I
ft i-OF-war MorvuMENT FOUND EASEMENT LINE
SZSB- SIDE ZONING SETBACK -PA-C -TM'-- TELECOM UNICARONS SETBACK I ' TRAFFIC&PARKING STRIPING(VARIES)
TE:- TOP ELEVATION • 1 \ BUFFER UNE
v I.EPIIUGHN hDMELTONAENcwEERS \ BILTMORE BAPTIST CHURCH ; I \ _ _ - - _
( )- rn •
REMAINDER OF DB 2383/697
•
' ZONING SETBACK LINE
(TONE- ETC •
NAIL FOUND a CURB 13 PB 72/50,TRACT
APCST THREE 1 1 \ I GUARDRAIL
CENTERLINE(TRANSMISSION R/W)
LINE TABLE LINE TABLE LINE TABLE ' 1
UNE BEARING DISTANCE UNE BEARING DISTANCE LINE BEARING DISTANCE OUOTECTION 1
LET
•
L N06'21'S0"E 10.08' L46 N53'06'33'E 74.66' L90 N20'46'12"E 193.85' CHURCH ESIGNIFICANT -L2 N06'21'S0"E 17.48' L47 N53'08'14"E 59.83' L91 N27'06'49'E 108.96' PARKING LOT \ r
EROSIONWTM cU I- 1 1 I I SYMBOLS
L3 N06'21'50"E 16.12' L48 SOS'S6'10"W 200.11' L92 N6318'35'E 56.53' OBSERVED)
L4 N06'21'S0"E 695.78' L49 S05.5,58, 424.53' L93 583.30'23"E 86.50' • 2 PROPERTY CORNER(DESCRIBED)
L5 N06'21'50"E 55.71' L50 N32'22'53"E 210.57' L94 N28'39'S3"E 40.60' 10 5258 0.2 - L7 RIGHT OF WAY MONUMENT
-1 , II CALCULATED POINT
L6 557'21'05"E 33.46' L51 56619'56"E 504.80' L95 N09'53'00'W 99.77' I STORM DRAIN MANHOLE
L7 557'21'05"E 437.62' L52 DELETED L96 N66'2T29"E 43.64' 111 W,WATER METER
L8 557'21.03'E 171.92' L53 N38'41'01"W 267.91' L97 N43'32'31'W 60.13' \ -/SIGN L105 -� 1 WATER VALVE
L9 557'21'0YE 10.39' L54 N74.08'S6'W 69.93' LOS 554'52'41'W 49.64'
L1O 557'21'0YE 20.00' L55 N74.08'S6'W 8.69' L99 56217'66'W 57.90' 10 .01 1 0 AIR RELEASE VALVE
L11 557'21'0YE 4.36' L56 N04.52'3("W 127.47' L100 535'16'33'W 9.08' •-� 1 1D'"` I FIRE HYDRANT
L12 557'21'03'E 8.73' L57 504.52'36"E 43.90' L101 535'16'33"W 2019' I I -.'-1 POLE WITH GUYWIRE
L13 S57R1'03'E 10.31' L58 504'S2'3("E 88.32' L102 535'16'33"W 56.79' 1 1' I SIGN
LI. 557R1'0J"E 25.52' L59 N7C17'01"W 12.10' L103 N69'37'S3"W 76,67' EAST ACCESS ROAD\ " 1 1 DROP INLET
L15 557R1'03"E 39.82' .0 N74'1]'01"W 19.34' L104 N27'S8'3SE 147.67' PRIVATE ACCESS ROAD \ D I 1 11 II II ® CURB INLET
LI6 557R1'0J'E 1933' L61 S78'65'37W 41.86' L105 N]9'33'36"E 183.06' e�\ 1 1 11 GAS VALVE
L17 557RI'03"E 16069' L62 52T02'14"W 72.70' L106 S10'26'26"E 25.06' dA D 1 1 ` - i I II I ®WATER MANHOLE
L18 532'61'26"W 49.81' L63 555'S5'32"W 34.80' LIOJ 519'17'1 TE 68.26' ,c GAS MARKER
L19 S32'41'26"W 9,04' L64 N40'19'57, 126.84' L108 507'35'63"E 96.77' I 1 II I .00 SURVEY CONTROL POINT
L21 S32'41'38"W 64.56' L66 N40'19'STW 41.63'7.84 L110 509.27.4.E 1 3.42' 1 1 1 BURIED FIBER OPTIC MARKER
L21 532'62'20"W 64.56' L66 N4019'S7"W 14].84' L110 509'27'69"E 73.62' "I 1-
1 1( ( LIGHT POLE
L22 074'36'26'W 59.93'4475 L68 N63'69'00"W 64.49' L112 S21'26'47'W 26.40' I I
L23 N74'17'o1"w 14g.7s• L68 Ns7'z1'3a"w 917a6• ut2 s21'26'47'w 26.40' BILTMORE BAPTIST CHURCH 1 1� 1 I �sEWER CLEANOUT
L24 S78.45'37"W 41.86' L69 N57K1'3a'W 307.54' L113 533'60'S9"E 26.76' DB 2052/602 APPROXIMATE_' 1 I D TSREWER MANHOLE
L25 SI7'02'la"W 72.70' L70 N34'65'32"W 236.21' L114 533'60'59"E 13.09' 13 I LOCATION OF
L26 S55'S5'32"W 8.35' L71 560'06'03'E 156.10' L115 S50'38'45'W 48.57' PB 72/50,TRACT ONE li TEMPORARY I ` \ I I111111\ •
TRUNCATED DOME PLATE
LAD 555'S5'32"W 20.14' IL72RA N60'39'02"E 91.11' L116 536T)4'21'W 130.01' ZONING:PS I CONSTRUCTION \ I II IRRIGATION CONTROL BOX
L28 N40D4'S7'W 39.09' L73 529R0'331 30.00' L117 S22.05.03'W 95.00' i EASEMENT Y3 1 r I ELECTRIC JUNCTION BOX
L29 N40D4'S7'W 21.25' L74 S60'39'03"W 85.42' L118 550,0441'W 80,07' IN DB 5003/1222
&PB 136/S6 1 3W 1- N n
L30 N40D4'S7'W 9.29' L75 S1611'481 52.90' L119 506'31'50"W 50.46' I (EXPIRED UPON I 1 1 1 L31 N40D4'S7'W 65.38' L76 N1611'46, 169.63' L120 506'31'50"W 197.51' TOMPLERON OF
L32 N06'21'50'E 100.28' L77 N15'63'59"E 77.23' L121 506'31'50"W 438.52' I PROJECT) I 1 ,� I \
L33 N6619'56'W 270.03' L78 NO2'34'20"E 85.10' L122 562'38'51"E 92.08'
L34 S24'24'49"W 57.63' L79 510'50'32'E 124.67' .3 N62'38'S1'W 88,97' U I 1 1 1 j I111 \
-11
L34A 506'29'38"W 45.36' .0 S07'34'36"W 18.59' L124 N8956'11"E 45,93'
L35 S06'29'38"W 29.85' L81 505.46.30.E 137.46' L125 N48'4T26'E 35.03' I 1 Ims -
L36 524.25.51.E 10423' .2 S31'S1'S5"W 71.13. L126 N87.01'01, 23.51' I 'I
L37 519.03.10.E 31.75' L83 N71'23'S2"W 162.81' L127 S36'34'06"E 200.29' I6 '\
L38 S45.02'27, 32.82' L84 500'00'40'E 17.25' L128 S55'25'56"E 7436' CHURCH l 1 1 I \ JI\\\\ \ ``
L39 S09'21'12"W 14.00' L85 S89.59'20"W 20.00' L129 N5012'52'E 51.26' PARKING LOT J I \ y
L40 526'20'03"E 27.48' L86 N00'00'40"W 45.09' L130 588R0'0SW 58.80' adp I I I \\ \ �\
.1 553'35'07"W 242' L87 571.23.52.E 172.72' L131 N51'01'42"W 46.24' I 1 I I \\ \\\ y./
L42 553'35'0]"W 25.92' IRA N26'51'55'E 47.73' L132 N0010'36'W 62.65'
L43 563.33.56.E 84.64' L89 N05'46'30'W 147.83' L133 N36'34'06"W 176.52' 8 4.4I - i= I a \ \
L44 539'40'29"E 92.47' L134 550'38'45"W 180.27' -23
L45 N40D4'S7'W U8.10' W8B I I I z 1 I p \\ \\\\\ O
B6 I I o 1g I o 9R- II Q
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11 `!�\\ N RAM ' \ \1 ROPOSED I J\`\ ManNNcacE e STERLING DEVELOPMENT GROUP TENANG 6 OF A PROPOSED RECOMBINATION OFi EAJ 8 N #5 /CHUR / -�/�v�v1 \ (TO BE RESERVED) i \ /111C11\1 i ll REVISION 2 OF / V / •
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OWNER: BILTMORE FARMS, LLC y// /A PORTION OF PIN:9634-89-8368-00000 , 1 - N \ ONN) y / /_A PORTION OF DEED BOOK 1443/151 � SiC/�" r� \ ,t" R.
(,W /PLAT BOOK 134, PAGE 161, AND � °2 y )I / ` ,, \.�. // /QBILTMORE BAPTIST CHURCHaWITH TRACT 5A L-4881 REMAINDER OF DB 2383/697 ��� '� `A �a '� o \q PH 72/50,TRACT THREEe oLD sgDIMENl answ �� ,OWNER: BILTMORE BAPTIST CHURCH ' �� 6y �`�� (RIPR �.�� \• ' / / ` o
A PORTION OF PIN:9634-89-2831-00000 ,q l0'/ sOWGE ������ �5.c�j / '♦A PORTION OF DEED BOOK 5050, PAGE 1785 � NI `o / ¶CPI NOLowc wATER> ��\�` ... �p / `2 ♦gyp \F9A PORTION OF TRACT FIVE OF PLAT BOOK 72, PAGE 50 Lq ,-� PE / � 7731 , / /// / `oye \ANDTRACT3A4A APrl23,202, •
OFPiN / •E / MATCH LINE: SEE SHEET 2' \
MATCH LINE: SEE SHEET 2 EAT /A A PORTION OF PIN:9635-81-3360-00000 / u •"/ /-���/// ]/ / /A PORTION OF DEED BOOK 2383, PAGE 697 & / SP8938/���� / Itl 8Z5B �DEED BOOK 3046, PAGE 29 & DEED BOOK 3510, PAGE 200 JRK NC36' APPROXIMATE /
A PORTION OF TRACTS THREE & FOUR OF PARKING LOT R/ / TOE OF FILL /, e'1 / AVENTINE ASHEVILLE,LLC \
PLAT BOOK 72, PAGE 50 \ i�' T�1 /'0 55Z� / 4�// . 1 /// (THE AVENTINE APARTMENTS) \
/ / DB 5116/1638 \
AVERSHEET 3 REEK DTO TOWNSHIP \ 0' / RIGHT-OE
DB 833/265.IN ) /// PB 134/161 1
/ / / PRESUMED / ` //�./ TRACT 3 \
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BUNCOMBE COUNTY, NORTH CAROLINA / MERGER 3////' ZONING:EMP
8 SCALE: 1" = 50' 3/30/2021 i ro / 1 PROP• ERlY �/ %��/ 414 LONG SHOALS ROAD
J. DANIEL HENRY, P.L.S. #4881 \ \ / o // MAY BE
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LI L AND SUR VEY O R S , P A VAULT /' / 3A-4A
/ 6.768t ACRES
p 300 RIDGEFIELD COURT, SUITE 301, ASHEVILLE, NC 28806 CHURCH A POBDON of TRACTS
8 PHONE: [phone] COMPANY LICENSE C-2806 PARKING LOT / / THREE A FOUR OF
q • PB 72/5 5 \
DANCdEDHOLME55URVEYING.COM REVISIONS: �1 / ZONING:
I
/ a/ (TO BE RECOMBINED WITH
0' 25' 50' 100' 150' 200' 250' 300' • TRACT 2.REVISION 2,
TRACT 5A)
2 H:\JOBS\1043 Sterling Development-Clayton Rd-mund,N 43 an4\CAD\TO Sterling Development Clayton RJ.J.9 4/23/2021 1.4e.29 PM EDT
D21-045c
cV=1 wrrF,DT..DBB.DAD.MMDA81,DF0F,7,DAA I Page(W4 I 98A0P4P1760AA I IIII 111111

PROVIDED DESCRIPTION PROVIDED DESCRIPTION NEW DESCRIPTOR
CONCERNING TRACT 2 REVISION 2(BILTMORE FARMS LLC) CONCERNING TRACT SA&TRACT 3A-4A(BILTMORE BAPTIST CHURCH,INC)
FROM FIRST AMERICAN TILE INSURANCE COMPANY FROM FIRST AMERICAN TITLE INSURANCE COMPANY
FILE NUMBER:NCS-1038245-INDY,REVISION NUMBER: FILE NUMBER:NCS-1046351-INDY,REVISION NUMBER: FIRST TRACT:BEING THAT ENTRE TRACT OF LAND CONTAINING 3.859 ACRES AND DESIGNATED AS
"TRACT 5A"ON THAT PLAT ENTITLED"RECOMBINATION SURVEY FOR STERLING DEVELOPMENT GROUP"
BEING THAT ENTRE 7.870+/-ACRE TRACT OF LAND LABELED AS"TRACT 2 REVISION 2"ON THE TRACT 1: TRACT ONE,TRACT TWO,TRACT THREE,TRACT FOUR AND TRACT FIVE SHOWN ON SURVEY RECORDED IN PLAT BOOK ,PAGE IN THE BUNCOMBE COUNTY PUBLIC REGISTRY,
PLAT ENTITLED"REVISION TO SUBDIVISION SURVEY OF THUNDERLAND"RECORDED IN PLAT BOOK 134E TITLED"SURVEY FOR N AND H PARTNERSHIP"AND RECORDED IN PLAT BOOK 72,PAGE 50 IN THE REFERENCE TO WHICH IS HEREBY MADE FOR A MORE PARTICULAR DESCRIPTION OF SAID PROPERTY.
PAGE 161 IN THE BUNCOMBE COUNTY PUBLIC REGISTRY,REFERENCE TO WHICH IS HEREBY MADE FORA OFFICE OF THE REGISTER OF DEEDS FOR BUNCOMBE COUNTY,NORTH CAROLINA.SAVE AND EXCEPT
\ MORE PARTICULAR DESCRIPTION OF SAID PROPERTY. ANY PORTION OF TRACT FIVE CONVEYED TO DEPARTMENT OF TRANSPORTATION IN FEE SIMPLE BY DEED SUBJECT TO A RESERVATION BY GRANTOR OF A 25 FOOT BUFFER ALONG THE CHURCH ACCESS DRIVE
FOR HIGHWAY RIGHT OF WAY RECORDED IN BOOK 4523E PAGE 1862 IN THE OFFICE OF THE REGISTER AS SHOWN ON SAID PLAT,WITHIN WHICH NO BUILDINGS MAY BE ERECTED.
\ TOGETHER WITH THE APPURTENANT EASEMENT RIGHTS CONTAINED IN THAT DECLARATION OF OF DEEDS FOR BUNCOMBE COUNTY,NORTH CAROLINA.
EASEMENTS AND COVENANTS RECORDED IN BOOK 5116,PAGE 617E BUNCOMBE COUNTY REGISTRY. BEING A PORTION OF TRACT THREE AS SHOWN IN PLAT BOOK]2,PAGE SD,BUNCOMBE COUNTY
I TRACT 2: LAND CONSISTING OF 0.651 ACRES,MORE OR LESS,AND SHOWN IN SURVEY TITLED"SURVEY PUBLIC REGISTRY,AS ACQUIRED BY THE GRANTOR IN DEED BOOK 2386E PAGE 697E BUNCOMBE COUNTY
FOR BILTMORE BAPTIST CHURCH"AND RECORDED IN PLAT BOOK 157,PAGE 163 IN THE OFFICE OF THE PUBLIC REGISTRY,AND ALSO A PORTION OF TRACT FOUR AS SHOWN IN SAID PLAT AS ACQUIRED BY
REGISTER OF DEEDS FOR BUNCOMBE COUNTY,NORTH CAROLNA. THE GRANTOR IN DEED BOOK 3046,PAGE 29 AND DEED BOOK 3510E PAGE 200 OF THE BUNCOMBE
COUNTY PUBLIC REGISTRY.
NEW DESCRIPTION
9 TOGETHER WITH NON-EXCLUSIVE APPURTENANT EASEMENTS)GRANTED BY(I)DEED OF EASEMENT FOR
t^ SECOND TRACT: BEING THAT ENTIRE TRACT OF LAND CONTAINING FOR ACRES ERLI AND DESIGNATED AS
�' BEING THAT TRACT OF LAND CONTAINING 7.870 ACRES AND DESIGNATED AS"TRACT 2 REVISION 2"ON ACCESS RECORDED E BOOK 4933.PAGE 742,(II)D EASEMENT 74,AGREEMENT 1 RECORDED STORMWATERI BOOK 21]4, "TRACT 3A-4q"ON THAT PLAT ENTITLD"RECOMBINATION SURVEY FOR STERLING DEVELOPMENT
TRACT Two OS THAT PLAT ENTITLED"RECOMBINATION SURVEY FOR STERLING DEVELOPMENT GROUP" RECORDED IN PAGE 5]6,(III)EASEMENT AGREEMENT RECORDED IN BOOK 21]4,PAGE SIN ANDFFICEFTH GROUP" RECORDED IN PLAT BOOK PAGE IN THE BUNCOMBE COUNTY PUBLIC
I PB 72/50 DRAINAGE EASEMENT AGREEMENT RECORDED IN BOOK 4628,PAGE 1626,IN THE OFFICE OF THE
\ d PLAT BOOK PAGE IN THE BUNCOMBE COUNTY PUBLIC REGISTRY,REFERENCE TO WHICH REGISTRY,REFERENCE TO WHICH IS HEREBY MADE FOR A MORE PARTICULAR DESCRIPTION OF SAID
IS HEREBY MADE FOR A MORE PARTICULAR DESCRIPTION OF SAID PROPERTY. REGISTER OF DEEDS FOR BUNCOMBE COUNTY,NORTH CAROLINA. PROPERTY.
'0 BEING THE SAME 7.870+/-ACRE TRACT OF LAND LABELED AS"TRACT 2 REVISION 2"ON THE PLAT (NOTE THIS IS A DESCRIPTION OF THE PARENT PARCEL(S)FROM WHICH THE PROPOSED TRACTS ARE RESERVING,FOR THE BENEFIT OF THE GRANTOR,THEIR SUCCESSORS AND ASSIGNS,THOSE EASEMENTS
I F, ENTITLED"REVISION TO SUBDIVISION SURVEY OF THUNDERLAND"RECORDED IN PLAT BOOK 134,PAGE TO BE DIVIDED.THE PROPOSED TRACTS ARE TAKEN ENTIRELY FROM THE NOR PARTNERSHIP/BAGWELL SET FORTH ON SAID PLAT AS"PROPOSED STORM DRAINAGE&MAINTENANCE EASEMENT#1"
161 IN THE BUNCOMBE COUNTY PUBLIC REGISTRY,REFERENCE TO WHICH IS HEREBY MADE FOR A MORE LUMBER CHAIN OF TITLE FOR BILTMORE BAPTIST TRACT FI'S PROPERTY,AND ARE MORE SPECIFICALLY CONTAINING 1811 GA,FT.,"PROPOSED STORM DRAINAGE A MAINTENANCE EASEMENT#2"CONTAINING
'N PARTICULAR DESCRIPTION OF SAID PROPERTY. PORTIONS OF TRACT THREE,TRACT FOUR,AND FIVE OF PLAT BOOK 72,PAGE 50.) 7151 SQ.FT.,AND"PROPOSED STORM DRAINAGE&MAINTENANCE EASEMENT#3"CONTAINING 12326
SQ.FT.,FOR THE PURPOSE OF ACCESS TO AND MAINTENANCE OF EXISTING STORM DRAINAGE PIPES,
TOGETHER WITH THE APPURTENANT EASEMENT RIGHTS CONTAINED IN THAT DECLARATION OF
EASEMENTS AND COVENANTS RECORDED IN DEED BOOK 5116,PAGE 617,BUNCOMBE COUNTY REGISTRY. PONDS,EMBANKMENTS,AD RELATED APPURTENANCES.
BEING A PORTON OF TRACT FIVE AS SHOWN IN PLAT BOOK 72,PAGE 50,BUNCOMBE COUNTY PUBLIC
I ACT ONE (RECOMBINATION: NOTE THAT A SUBSEQUENT INSTRUMENT OF COMBINATION MAY NEED TO BE REGISTRY, ISS ACQUIRED BY THE GRANTOR IN DEED BOOK 5050E PAGE 1785,BUNCOMBE COUNTY
RECORDED DECLARING INTENT THAT THE BILTMORE FARMS TRACT AND THE BILTMORE BAPTIST CHURCH MATTERS AFFECTING TILE PUBLIC REGISTRY.
PB 72/s0 TRACTS ACQUIRED BY STERLING DEVELOPMENT TO BE THENCEFORTH CONSIDERED AS A SINGLE TRACT CONCERNING TRACT SA&TRACT 3ANCE (BILTMORE BAPTIST CHURCH,INC)
1 OF LAND.) FROM FIRST AMERICAN TITLE INSURANCE COMPANY
FILE NUMBER:NCS-1046351-INDY,REVISION NUMBER:
I SURVEYOR COMMENTS
SCHEDULE B,PART II EXCEPTIONS
I 1. NO COMMENT.
1.ANY DEFECT,LIEN,ENCUMBRANCE,ADVERSE CLAIM,OR OTHER MATTER THAT APPEARS FOR THE 2. NO COMMENT.
FIRST THE IN THE PUBLIC RECORDS OR IS CREATED,ATTACHES,OR IS DISCLOSED BETWEEN THE 3. SEE SURVEY.
COMMITMENT DATE(JANOARY 21,2021 AT B:QQ AM)AND THE DATE ON WHICH ALL OF THE SCHEDULE 4. NO COMMENT.
[...,,,,,,,REMAINDER OF B,PART I-REQUIREMENTS ARE MET. 5. NO COMMENT
TRACT THREE 2.ANY RIGHTS,INTERESTS,OR CLAIMS OF PARTIES IN POSSESSION OF THE LAND NOT SHOWN BY THE 6. NO COMMENT
PB 72/50 PUBLIC RECORDS. 7. NO COMMENT
MATTERS AFFECTING TITLE 3.ANY RIGHTS,INTERESTS OR CLAIMS AFFECTING THE LAND WHICH A CORRECT SURVEY WOULD 8. NO COMMENT
CONCERNING TRACT 2,REVISION 2(BILTMORE FARMS LLC) DISCLOSE AND WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS. 9. SEE SURVEY.TRAILS APPEAR TO CONNECT TO AVENTNE PROPERTY.NO
\ FROM FIRST AMERICAN TITLE INSURANCE COMPANY 4.ANY LIEN FOR SERVICES,LABOR,OR MATERIALS IN CONNECTION WITH IMPROVEMENTS,REPAIRS OR EASEMENT,AND INSUFFICIENT RUE HAS ELAPSED SINCE CONSTRUCTION
FILE NUMBER:NCS-1038245-INDY,REVISION NUMBER: SURVEYOR COMMENTS RENOVATIONS PROVIDED BEFORE,ON,OR AFTER DATE OF POLICY,NOT SHOWN BY THE PUBLIC OF AVENTINE FOR A PRESCRIPTIVE RIGHT TO RIPEN.
RECORDS. 10. NO COMMENT
SCHEDULE B,PART II EXCEPTIONS 1. NO COMMENT. 5.ANY DISPUTE AS TO THE BOUNDARIES CAUSED BY A CHANGE IN THE LOCATION OF ANY WATER 11. NO UNRECORDED LEASES WERE PROVIDED.
2. NO COMMENT. BODY WITHIN OR ADJACENT TO THE LAND PRIOR TO DATE OF POLICY,AND ANY ADVERSE CLAIM TO 12. NOTE THAT PORTION OF THE PROPERTY WITHIN PROPOSED RIGHT-OF-WAY
I 1.ANY DEFECT,LIEN,ENCUMBRANCE,ADVERSE CLAIM,OR OTHER MATTER THAT APPEARS FOR THE 3. NOT PLOTTED,NO EFFECT.PER NOTE IN PB 132/183,PB 132/136 IS ALL OR PART OF THE LAND THAT IS,AT DATE OF POLICY,OR WAS PREVIOUSLY,UNDER WATER. AREA SHOWN IN PB 143/114.NO DEED FOUND FOR CONVEYANCE,BUT
REMAINDER OF FIRST TIME IN THE PUBLIC RECORDS OR IS CREATED,ATTACHES,OR IS DISCLOSED BETWEEN THE SUPERCEDED AND REPLACED IN THE ENTIRETY BY THAT PLAT. 6.RIGHTS OF DOWER,HOMESTEAD OR OTHER MARITAL RIGHTS OF THE SPOUSE,IF ANY,OF ANY UTILITIES HAVE BEEN INSTALLED APPARENTLY RELYING UPON THE VISIBLE
TRACT FOUR COMMITMENT DATE(NOVEMBER 18,2020 AT]:30 AM)AND THE DATE ON WHICH ALL OF THE 4. TRACT 2 REVISED&EASEMENTS SHOWN ARE FURTHER REVISED IN PB INDIVIDUAL INSURED OR VESTED OWNER NAMED HEREIN. MONUMENTS OF THE PROPOSED RIGHT-OF-WAY.
P6 72/50 SCHEDULE B.PART I-REQUIREMENTS ARE MET. 134/161. 7.TAXES OR SPECIAL ASSESSMENTS NOT SHOWN AS LIENS IN THE PUBLIC RECORDS OR IN THE 13. PB 157/63:DOES NOT AFFECT PROPOSED TRACTS.
I 2.TAXES FOR THE YEAR 2020 DUE AND PAYABLE,A LIEN NOT YET DUE AND PAYABLE,AND ALL 5. PLOTTED.THIS IS THE CURRENT SUBDIVISION PLAT OF THE PROPERTY. RECORDS OF THE LOCAL TAX COLLECTING AUTHORITY,AT DATE OF POUCV.NOTE:STANDARD PB 143/114:PLOTTED.NOT DEEDED BUT USE OF RIGHT-OF-WAY
SUBSEQUENT YEARS. PROPOSED EASEMENTS AND OTHER MATTERS ARE SHOWN HEREON AS EXCEPTIONS TWO(2)THROUGH SEVEN(7)WILL BE DELETED FROM THE LOAN POLICY OF TITLE EASEMENT AREA(FOR FUTURE CHURCH TURN LANE)BY UTILITY
3.EASEMENTS AND ANY OTHER FACTS AS SHOWN ON PLAT RECORDED IN PLAT BOOK 132E PAGE 136E SUBSEQUENTLY CONVEYED. INSURANCE. PROVIDERS AFFECTS PROPERTY.
BUNCOMBE COUNTY REGISTRY. 6. PLOTTED,AFFECTS PROPERTY AS CONVEYED.SEE EXC.II, 8.TAXES AND ASSESSMENTS FOR THE YEAR 2021 AND SUBSEQUENT YEARS,NOT YET DUE AND PB 134/26-2]:PLOTTED.ONLY THE TEMPORARY CONSTRUCTION EASEMENT
4.EASEMENTS AND ANY OTHER FACTS AS SHOWN ON PLAT RECORDED IN PLAT BOOK 132E PAGE 183E ]. PLOTTED.AFFECTS PROPERTY AS CONVEYED.SEE EXC.20. �YABLE. AFFECTS THE PROPOSED TRACTS,BUT IS BELIEVED TO BE EXPIRED.
UNCOMBE COUNTY REGISTRY. 8. PLOTTED.NUMEROUS EASEMENTS AFFECT AND/OR BENEFIT SUBJECT GO ENCROACHMENTS,OVERLAPS,OVERHANGS.UNRECORDED EASEMENTS,VIOLATED RESTRICTIVE PB 124/28-29:NO EFFECT ON PROPOSED TRACTS,BUT SHOWS NOTICE
I®EASEMENTS AND ANY OTHER FACTS AS SHOWN ON PLAT RECORDED IN PLAT BOOK 134,PAGE 161E PROPERTY.TEMPORARY EASEMENTS ARE BELIEVED TO BE EXPIRED AND -COVENANTS,DEFICIENCY IN QUANTITY OF GROUND,LACK OF ACCESS,VIOLATED PLAT BUILDING LINES, OF 60'RIGHT-OF-WAY ON CLAYTON RD.(NO DEED FOUND FOR THIS
NCOMBE COUNTY REGISTRY. HAVE NOT BEEN PLOTTED. OR ANY MATTERS NOT OF RECORD,WHICH WOULD BE DISCLOSED BY AN ACCURATE SURVEY AND
t0 EASEMENTS AND ANY OTHER FACTS AS SHOWN ON PLAT RECORDED IN PLAT BOOK 171E PAGE 130E 9. NOTED.RESTRICTION AFFECTS PROPERTY. INSPECTION OF THE LAND. WIDTH).
REMAINDER OF NCOMBE COUNTY REGISTRY. 10. AGREEMENT AFFECTS APPURTENANT EASEMENT(THUNDERLAND CIRCLE) 10.THE COMPANY INSURES THE INSURED AS TO THE LOCATION OF THE BOUNDARY LINES OF THE PB 72/49-SO:PLOTTED.49 IS OUTER BOUNDARY OF PROPERTY,50
TRACT FIT t�EASEMENTS AND ANY OTHER FACTS AS SHOWN ON PLAT RECORDED IN PLAT BOOK 143E PAGE 114E ONLY,BUT IS OUTSIDE AREA SHOWN.DOES NOT AFFECT SUBJECT LAND,BUT DOES NOT INSURE THE ENGINEERING CALCULATIONS IN COMPUTING THE AMOUNT OF SHOWS DIVISION(PHASING OF TRACTS TO BE GIFTED TO CHURCH.PLAT
PB 72/50 1 NCOMBE COUNTY REGISTRY. PROPERTY. ACREAGE CONTAINED THEREIN. NOTES CORNERS NOT SET ON TRACTS. PLAT NOTES EXISTING ROAD AND
I ��TERMS,PROVISIONS,COVENANTS,CONDITIONS.EASEMENTS AND RESTRICTIONS AS PROVIDED IN 11. PLOTTED. AFFECTS SUBJECT PROPERTY. RIGHTS OF PARTIES IN POSSESSION AS TENANTS,AS TENANTS ONLY,UNDER UNRECORDED LEASES. ACCESS EASEMENT(EASEMENT BELIEVED EXTINGUISHED BY MERGER.PER
L\ ` CLARATON OF EASEMENTS AND COVENANTS,RECORDED IN BOOK 5116E PAGE 617,BUNCOMBE 12. AFFECTS SUBJECT PROPERTY.BLANKET IN NATURE. NOTED. t®TILE TO THAT PORTION OF THE PROPERTY WITHIN THE BOUNDS OF ANY ROADS OR HIGHWAYS, PLAT. OW ROAD IS NOT IN USE OR OPEN PAST STORM PONT.NO
\ C�,OUNTV REGISTRY. 13. AFFECTS PROPERTY.PLOTTED. D ANY RIGHTS OF OTHERS ENTITLED THERETO. EVIDENCE OF USE BY OTHERS EXCEPT CHURCH.
\ <(.)TERMS,PROVISIONS,COVENANTS,CONDITIONS,EASEMENTS AND RESTRICTIONS AS PROVIDED IN 14. (POSSIBLE TYPO OR DUPLICATE FOR EXCEPTION 16) �®EASEMENTS,SETBACK LINES AND ANY OTHER FACTS SHOWN ON THOSE PLATS RECORDED IN PLAT 14. DB 4842/1212:NOT PLOTTED.DOES NOT AFFECT PROPOSED TRACTS.
`S\\` �TSSEECLARATON OF RESTRICTION,RECORDED IN BOOK 4990.PAGE 1848;AS AMENDED IN BOOK 5064, OK 157,PAGE 163;PLAT BOOK 143,PAGE 114;PLAT BOOK 134,PAGES 26-27;PLAT BOOK 124E DB 4842 TROT:NOT PLOTTED.GOES NOT AFFECT PROPOSED TRACTS.
\ 15. NOT PLOTTABLE,BUT MAY AFFECT SUBJECT PROPERTY. NOTED. /
PAGE 1774,BUNCOMBE COUNTY REGISTRY. 16. NOT PLOTTABLE,BUT IS FOR 3 POLES AND 4 ANCHORS.MAY AFFECT PAGES 28-29;AND PLAT BOOK 72,PAGES 49-50,ALL OF THE BUNCOMBE COUNTY REGISTRY, DB 4548/1280: ONE OF THE 2 STUB POLES&GUYS AFFECTS PROPOSED
10.OPERATIONS AND MAINTENANCE AGREEMENT BY AND BETWEEN RE FARMS,INC.,A NORTH SUBJECT PROPERTY,THOUGH NO LINE OR,POLES AND ANCHORS WERE REFERENCE BEING MADE TO THE RECORDS THEREOF FOR THE FULL PARTICULARS. TRACTS. IDENTIFIED.
\ I TRACT 2. CAROUNA CORPORATOR AND CITY OF ASHEVILLE,COUNTY OF BUNCOMBE,STATE OF NORTH CAROLINA, FOUND UPON TRACT 2,REVISION 2 TO WHICH THE EASEMENT WOULD 'O 4)EASEMENTS TO CAROLINA POWER&LIGHT COMPANY,A NORTH CAROLINA PUBLIC SERVICE 15. DB 4750/1924: PLOTTED,AFFECTS PROPERTY.GUY LINES EXTEND
\ ` I REVLSION 2 CORDED IN BOOK 5169,PAGE 1126,BUNCOMBE COUNTY REGISTRY. RPORATION,D/B/A PROGRESS ENERGY CAROLINAS,INC.AS RECORDED IN BOOK 4842.PAGE 1212; BEYOND EASEMENT AREA,AS ALLOWED IN TERMS.
PB 134/181 APPEAR TO APPLY.NOTED.
/ it CONVEYANCE OF SEWER SYSTEM AND EASEMENT TO METROPOLITAN SEWERAGE DISTRICT OF
\ !/ - I NCOMBE COUNTY,NORTH CAROLINA.A PUBLIC BODY AND BODY POLITIC AND CORPORATE RECORDED 17.AFFECTS SUBJECT PROPERTY. PLOTTED. BOOK 4842,PAGE 1201,AND BOOK 4548,PAGE 1280E ALL OF THE BUNCOMBE COUNTY REGISTRY, DB 4750/1930: NOT PLOTTED. DOES NOT AFFECT PROPOSED TRACTS.
\ i -V I I, BOOK 5171,PAGE 145J,BUNCOMBE COUNTY REGISTRY. 18.AS DESCRIBED,S SUBJECT PROPERTY.PLOTTED. RELEASED PORTION NOT SHOWN. FERENCE BEING MADE TO THE RECORDS TIHEREOF FOR THE FULL PARTICULARS. 16. DB 2242/285: NOT PLOTTED. DOES NOT AFFECT PROPOSED TRACTS.
/ \ 19.AS THIS EASEMENT NOW LIES ENTIRELY WITHIN NEW 1 EASEMENTS TO CAROLINA POWER&LIGHT COMPANY,A NORTH CAROLNA PUBLC SERVICE
/ t�EASEMENT TO PROGRESS ENERGY CAROLINAS,INC..A NORTH CAROLINA PUBLIC SERVICE RIGHT-OF-WAY#1 AS DESCRIBED IN DB 5107/1793.DOES NOT AFFECT RPORATION,D/B/A PROGRESS ENERGY CAROLINAS AS RECORDED IN BOOK 4750.PAGE 1924 AND DB TRACTS.N 86: NOT PLOTTED,BLANKET IN NATURE.AFFECTS PROPOSED
\ B.RPORATION RECORDED IN BOOK 5090E PAGE 1203,BUNCOMBE COUNTY REGISTRY. NOTED.
PROPERTY. BOOK 4]50,PAGE 1930.OF THE BUNCOMBE COUNTY REGISTRY,REFERENCE BEING MADE TO THE
/ \ I�EASEMENT TO CAROLINA POWER&LIGHT COMPANY,A NORTH CAROLINA PUBLIC SERVICE 17. DB 1258/304:NOT PLOTTED.DOES NOT AFFECT PROPOSED TRACTS.
20.PLOTTED.AFFECTS SUBJECT PROPERTY.SEE EXC.7. CORDS THEREOF FOR THE FULL PARTICULARS.
/ , CORPORATION D/B/A PROGRESS ENERGY CAROLINAS,INC.RECORDED IN BOOK 4749,PAGE 37, 21.WHEN PLOTTED,MARGIN OF NEW RIGHT OF WAY#1 IS CONTIGUOUS WITH 16 EASEMENTS TO CAROLINA POWER&LIGHT COMPANY,A NORTH CAROLINA PUBLIC SERVICE DB 1018/499:NOT PLOTTED.DOES NOT AFFECT PROPOSED TRACTS.
REMAINDERS OF , / BUNCOMBE COUNTY REGISTRY. PROPERTY LINE.TEMP.CONST.ESMT#1 PLOTS ON SUBJECT PROPERTY, RPORATON AS RECORDED IN BOOK 2242,PAGES 285 AND 286 OF THE BUNCOMBE COUNTY DB 867/397:NOT PLOTTED.AFFECTS PROPERTY,BUT HAS BEEN MODIFIED.
14.EASEMENT TO CAROLINA POWER&LIGHT COMPANY,A NORTH CAROLINA PUBLIC SERVICE GISTRY,REFERENCE BEING MADE TO THE RECORDS THEREOF FOR THE FULL PARTICULARS. MODIFIED VERSION PLOTTED.
RECORDED LOTS BUT IS BELIEVED EXPIRED.NO EFFECT. �
/ CORPORATION D/B/A PROGRESS ENERGY CAROLINAS RECORDED IN BOOK TOOT,PAGE 1268E BUNCOMBE <(17)EASEMENTS TO CAROLINA POWER&LIGHT COMPANY AS RECORDED IN BOOK 1258E PAGE 304; 18. PLOTTED AS RE-DESCRIBED IN DB 4750/1924.AFFECTS PROPERTY.
OF PB 72 50 22.PLOTTED. THE 60'ACCESS EASEMENT IS THE SAME AS THE THUNDERLAND �$C/ UNTV REGISTRY. OK 1018,PAGE 499;AND BOOK 867,PAGE 397,ALL OF THE BUNCOMBE COUNTY REGISTRY, NOTE RIGHT OF WAY IS RE-ALIGNED AND WIDENED TO 100 FEET.A
1"=400' t®EASEMENT TO CAROLINA POWER&LIGHT COMPANY,ITS SUCCESSORS AND ASSIGNS RECORDED IN CIRCLE EASEMENT DESCRIBED IN DB 5116/617.AFFECTS PROPERTY.NOTE, FERENCE BEING MADE TO THE RECORDS THEREOF FOR THE FULL PARTICULARS. PORTION OF 70'CORRIDOR IS RELEASED TO OWNER.
Ia.OK 1502,PAGE 634,BUNCOMBE COUNTY REGISTRY. EARLIER VERSION OF EASEMENT SHOWN IN PB 132/183 IS PARTIALLY 18 EASEMENT ACQUIRED BY CONSENT JUDGMENT AS RECORDED IN BOOK 1087,PAGE 727,OF THE 19. NOT PLOTTED.DOES NOT AFFECT PROPOSED TRACTS.
WITHIN TRACT 1,REVISION 2 AND THE PORTION WITHIN IS BELIEVED
0' 400' e EASEMENT TO CAROLINA POWER&LIGHT COMPANY,ITS SUCCESSORS AND ASSIGNS RECORDED IN NCOMBE COUNTY REGISTRY,REFERENCE BEING MADE TO THE RECORDS THEREOF FOR THE FULL 20. NOT PLOTTED.DOES NOT AFFECT PROPOSED TRACTS.
ON 1441,PAGE 68,BUNCOMBE COUNTY REGISTRY. EXTINGUISHED BY MERGER. PARTICULARS. 21. NOT PLOTTED.TEMPORARY EASEMENTS DO NOT AFFECT PROPOSED
t�EASEMENT TO CAROLINA POWER&LIGHT COMPANY,ITS SUCCESSORS,LEASES AND ASSIGNS 23.-24.THESE EASEMENTS AFFECT TRACT 3 OF PB 134/161,BUT IT IS NOT 19.EASEMENT AND RIGHT OF WAY TO CAROLINA POWER&LIGHT CO.AS RECORDED IN BOOK 666, TRACTS.RIGHT OF ACCESS ACROSS GRANTOR'S LAND COULD AFFECT
'g CORDED IN BOOK 1033,PAGE 35,BUNCOMBE COUNTY REGISTRY. APPARENT HOW THE APPURTENANT EASEMENTS IN DB EASEMENTS
5116/617 ARE PAGE 202,OF THE BUNCOMBE COUNTY REGISTRY,REFERENCE BEING MADE TO THE RECORDS THEREOF PARENT PARCEL.WILL EXPIRE AT END OF CONSTRUCTOR,CONSTRUCTOR
we EASEMENT TO CAROLINA POWER&LIGHT COMPANY,ITS SUCCESSORS,LEASES AND ASSIGNS AFFECTED BY THESE EXCEPTIONS.NOTE THAT THESE ESEMEN FOR THE FULL PARTICULARS. UNDERWAY.
CORDED IN BOOK 868,PAGE 153,AS AFFECTED BY DEED OF RELEASE IN BOOK 1051,PAGE 243, POSSIBLY AFFECTING THE APPURTENANT EASEMENTS ARE NOT A 20.GENERAL PERMIT TO SOUTHERN BELL TELEPHONE AND TELEGRAPH COMPANY AS RECORDED IN 22. NEW RIGHT-OF-WAY DESCRIBED IS BOUNDARY OF PROPOSED TRACT 5A.
BUNCOMBE COUNTY REGISTRY. COMPREHENSIVE LIST OF MATTERS AFFECTING APPURTENANT EASEMENT BOOK 773,PAGE 427,OF THE BUNCOMBE COUNTY REGISTRY,REFERENCE BEING MADE TO THE TEMPORARY EASEMENT BELEVED EXPIRED. NOT PLOTTED.NOTE NCDOT
19.EASEMENT(S)SET FORTH IN INSTRUMENT RECORDED IN BOOK 850,PAGE 22,BUNCOMBE COUNTY AREAS.. RECORDS THEREOF FOR THE FULL PARTICULARS. MAY EXERCISE A RIGHT TO MAINTAIN ADJACENT SLOPES AS DESCRIBED,
GISTRY. 25. NO PORTON OF TRACT 2,REVISION 2 LIES WITHIN THE FRENCH BROAD 21.TEMPORARY EASEMENT UNTO PUBLIC SERVICE COMPANY OF NORTH CAROLINA INCORPORATED,A
`Z EASEMENT,RIGHTS OF WAY AND CONTROL OF ACCESS PROVISIONS IN CONSENT JUDGMENT TO RIVER.NO EFFECT. THOUGH SLOPES APPEAR TO BE MAINTAINED BY OWNER(CHURCH)
26. NO DOCUMENTATION OF SUCH LIEN WAS FOUND OR PROVIDED. THEETH CAROLINA CORPORATION D,REFERENCE DENC ENERGY AS RECORDED ED IN BOOK 5844E PAGE 884E FULL PRESENTLY.
BELLSOUTHORDDTELECOMMUNICATIONS,74.PAGE AC GEORGIAECOUNTY CORPORATOR D/B/A AT&T NORTH CAROLINA BUNCOMBE COUNTY REGISTRY, BEING MADE TO THE RECORDS THEREOF FOR THE 23. DB 4717/386:E DOES NOT AFFECT PROPOSED TRACTS.PLOTS ON
CEASED IN BOOK 46]4, 1030,BUNCOMBE OF ESS PROVISIONS
ROM IO. 28. NO KNOWN DOCUMENTATION APPURTENANTO SUCH LIEN WAS FOUND OR COVERED. �,2)RTEMPORA. DBP4904 SIDE OF NOTED.D STORM
21LTMOREEASEMFARMS,LLC REENTS,RIGHTS CORDED D IN ANDF WAY CONTROL
5107,PA EC 1793;AND SIRE RELATED MEMORANDUM MOF ACTION ENT TO 28 EXCEPTIONS. TIP
EASEMENTS ARE SHOWN,AS COVERED BY OTHER IITB BOOK 44523Y PAGES 862¶OF THE ON EBUNCOMBE MENT VCOUNTYYED Y REGISTRY,DEED REFERENCE HIGHWAY RIB INGGHT GMADEF V TOE RECORDED PROPOSED TRACTA-4A.EMBANKMENT AND OUTLET PONDD ARE
BOOK 4536,PAGE 264,BUNCOMBE COUNTY REGISTRY. 29. NO DOCUMENTATION PROVIDED,OR EVIDENCE OF SUCH USE OBSERVED. CORDS THEREOF FOR THE FULL PARTICULARS.
EASEMENT IN DEEDS TO SUNSHINE FAMILY,LLC,A NORTH CAROLINA LIMITED LIABILITY COMPANY 30. SOIL ROAD APPEARS TO BE USED BY POWER COMPANY FOR POWER �(2E�TERMS AND CONDITIONS OF THOSE OPERATION AND MAINTENANCE AGREEMENTS AS RECORDED IN WITHIN PROPOSED EASEMENT,NEEDED TO PRESERVE CHURCH'S ABILITY TO
CORDED IN BOOK 4990,PAGE 1835;BOOK 5064,PAGE 1757 AND BOOK 5064,PAGE 1763, TRANSMISSION LINE INSPECTION. NO EASEMENT FOUND FOR FIBER OPTIC HOOK 4717,PAGE 386 AND BOOK 4904,PAGE 368,OF THE BUNCOMBE COUNTY REGISTRY,REFERENCE MAINTAIN DETENTION MEASURES AND OUTFLOW.NOTE AGREEMENT WAS
BUNCOMBE COUNTY REGISTRY. LINE IN PB 89/38. BEING MADE TO THE RECORDS THEREOF FOR THE FULL PARTICULARS. WITH CITY OF ASHEVILLE WHEN PROPERTY WAS WITHIN CITY'S ETJ.ETJ
31. NO COMMENT. 24.WATERLINE EASEMENT TO THE CITY OF ASHEVILLE,A NORTH CAROLINA MUNICIPAL CORPORATION. HAS BEEN ELIMINATED AND AGREEMENT IS NOW ASSIGNED TO BUNCOMBE
THE FOLLOWING AFFECT THE APPURTENANT EASEMENT ONLY: 32. NO DOCUMENTS PROVIDED. AS RECORDED IN BOOK 2243.PAGE 865,OF THE BUNCOMBE COUNTY REGISTRY,REFERENCE BEING COUNTY STORMWATER ADMINISTRATION,PER COUNTY STORMWATER
23.EASEMENTS AND ANY OTHER FACTS AS SHOWN ON PLAT RECORDED IN PLAT BOOK 134,PAGE 80, 33. NO COMMENT. ODE TO THE RECORDS THEREOF FOR THE FULL PARTICULARS. ADMINISTRATOR.
PLAT BOOK 134,PAGE 84,BUNCOMBE COUNTY REGISTRY. 34. MARGIN OF RIGHT OF WAY OF CLAYTON ROAD IS CONTIGUOUS WITH OF TERMS AND CONDITIONS OF THAT EASEMENT AGREEMENT AS RECORDED IN BOOK 5003,PAGE 1222, 24. LOCATION OF EASEMENT NOT IN RECORD,HOWEVER,AT THE DATE OF THE
24.EASEMENT AGREEMENT TO METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY,NORTH PROPERTY LINE. THUNDERLAND CIRCLE AND AVENTINE DRIVE AFFECT THE OF THE BUNCOMBE COUNTY REGISTRY,REFERENCE BEING MADE TO THE RECORDS THEREOF FOR THE EASEMENT,CHURCH HAD ONLY TAKEN TILE TO TRACT ONE AND TWO OF
CAROLINA,A PUBLIC BODY AND BODY POLITIC AND CORPORATE RECORDED IN BOOK 5047E PAGE 729, SUBJECT PROPERTY,WITHIN EXISTING EASEMENTS AS SHOWN AND NOTED FULL PARTICULARS. PB 72/50,AND THE PROPOSED TRACTS HEREIN CONTAIN NO PORTIONS
BUNCOMBE COUNTY REGISTRY. IN OTHER EXCEPTIONS. 26.EASEMENT ACQUIRED BY CONSENT JUDGMENT AS RECORDED IN BOOK 1289,PAGE 21,OF THE OF TRACT ONE OR TWO.NO EFFECT.
35.NO COMMENT. BUNCOMBE COUNTY REGISTRY,REFERENCE BEING MADE TO THE RECORDS THEREOF FOR THE FULL 25. PLOTTED.NO PORTION OF PERMANENT OR SLOPE EASEMENTS CROSS
nn I.�c� c� LAND
SURVEY nn 25.TITLE TO THAT PORTION OF LAND WITHIN THE NORMAL BOUNDS OF FRENCH BROAD RIVER. PARTICULARS. PROPOSED TRACTS. TEMPORARY CONSTRUCTION EASEMENTS ARE
A LT SPS S L IV D TITLE FOR 26.ANY CLAIM THAT THE TITLE IS SUBJECT TO A TRUST OR LIEN CREATED UNDER THE PERISHABLE 27.EASEMENT ACQUIRED BY ORDER OF RIGHT OF POSSESSION TO AND ENTRY UPON CONDEMNED LAND BELIEVED TO BE EXPIRED.NO EFFECT.
/ AGRICULTURAL COMMODITIES ACT,1930(7 U.S.C.§§499A,ET SEQ.)OR THE PACKERS AND AS RECORDED IN BOOK 1273,PAGE 119,AS AFFECTED BY JUDGMENT OF CONFIRMATION RECORDED IN 26. NOT PLOTTED.DOES NOT AFFECT PROPOSED PARCELS.
STOCKYARDS ACT(7 U.S.C.§§181 ET SEQ.)OR UNDER SIMILAR STATE LAWS. BOOK 1276,PAGE 253E OF THE BUNCOMBE COUNTY REGISTRY,REFERENCE BEING MADE TO THE 27. NOT PLOTTED.DOES NOT AFFECT PROPOSED PARCELS.
STERLING DEVELOPMENT GROUP 27.ANY LIEN,OR RIGHT TO A LIEN FOR SERVICES.LABOR OR MATERIAL OR RENTAL EQUIPMENT RECORDS THEREOF FOR THE FULL PARTICULARS. 28. NOT PLOTTED.DOES NOT AFFECT PROPOSED PARCELS.
HERETOFORE OR HEREAFTER FURNISHED,IMPOSED BY LAW AND NOT SHOWN ON THE PUBLIC RECORDS. 28.EASEMENT TAKEN BY JUDGMENT AS RECORDED IN BOOK 1721,PAGE 522,AS AFFECTED BY 29. PLOTTED.BOUNDARY OF 60'EASEMENT AS CENTERED ON ROAD IS
OF A PROPOSED RECOMBINATION OF 28.RIGHTS OF OTHERS IN AND TO THE USE OF EASEMENT(S)APPURTENANT AFFECTING THE LAND,IF MEMORANDUM OF ACTION RECORDED IN BOOK 1651,PAGE 231,OF THE BUNCOMBE COUNTY REGISTRY, BOUNDARY OF TRACT 5A.SEE NOTE ON SURVEY REGARDING
ANY ERENCE BEING MADE TO THE RECORDS THEREOF FOR THE FULL PARTICULARS. EXTINGUISHMENT OF EASEMENT.NOTE THAT PER DEVELOPER,PROPOSED
TRACT
2 REVISION
29.RIGHTS OF PARTIES IN POSSESSION AS TENANTS ONLY,UNDER UNRECORDED LEASES(S)OR RENTAL `Q9)DEED OF EASEMENT FOR ACCESS AS RECORDED IN BOOK 4933E PAGE 742,OF THE BUNCOMBE PARCELS WILL NOT BE GRANTED APPURTENANT USE OF EASEMENT.
EASE11 11X16 11V./!L 2 OF REEMENT(S). Z30.0.EASEMENT UNTY TAGREEMENTS CASE B RECORDED EING E INOBOOK THE RECORDS1GE 5R6A D BOOK 2174E PAGE EOF FOR THE FULL C581,,,OF TRACT 5A,NT I UNLESS SSUCH RIGHTS RIGHT TO AARE RELINTAIN EASED.
ENCROACHMENTS, WHICHLOPES MAY AFFECT
THUNDERLAND IFFF 1�1\uT'TII�I1TTTIryrySTTTIII}}}���TF [[[\\\ �\\qTI IF�1 TIFIT(1(TII�11TTTI�I��I`TTT�/yyy{{{I I��F�\\gTI IF SEMEROSACHMENTS,GOERLAPS,AYS,BOOUNDARY LINE S,RIGHTS DISPUTES,DEFICIENCY
POSSESS O AMOUNT
INTERESREA,RRIGHTS, THE BUNCOMBE COUNTY REGISTRY.REFERENCE BEING MADE TO THE RECORDS THEREOF FOR THE FULL 30. DB 2174/576: NOT PLOTTED.NO EFFECT ON PROPOSED PARCELS.
IL JL lL x1J1 V!L% 6Y WL.UILI JL V L8.Y11®N CLAIMS WHICH WOULD BE REVEALED BY A CURRENT AND ACCURATE SURVEY AND INSPECTION OF THE PARTICULARS. DB PLOTTE2174/5D.
NOT PLOTTED.NO EFFECT ON PROPOSED PARCELS.
LAND. 31.STORMWATER DRAINAGE EASEMENT AGREEMENT AS RECORDED IN BOOK 4628,PAGE 1626E OF THE 31. NO PLOTTED. EASEMENT DOES NOT AFFECT SUBJECT PROPERTY EXCEPT
31.RIPARIAN RIGHTS ARE NOT INSURED. BUNCOMBE TO THE EXTENT THAT SURFACE STORM WATER THAT DRAINS FROM THE
OWNER: BILTMORE FARMS, LLC 32.RESERVATION OF GAS,OIL MINERAL RIGHTS.AND/OR COUNTY REGISTRY,REFERENCE BEING MADE TO THE RECORDS THEREOF FOR THE FULL PARTICULARS. PROPOSED TRACTS PRESENTLY FLOWS THROUGH THE EASEMENT,
/ 32.CONCURRENT RIGHTS OF OTHERS IN AND TO THE APPURTENANT EASEMENTS INCLUDED IN THE DOWNSTREAM OF BILTMORE BAPTIST CHURCH PROPERTY.
A PORTION OF PIN:9634-89-8368-00000 33.ANY INACCURACY IN THE AREA,SQUARE FOOTAGE OR ACREAGE OF THE LAND TO BE INSURED PROPERTY DESCRIPTION. 32. NO COMMENT.
HEREUNDER. 33.TERMS,CONDITIONS,BURDENS AND OBLIGATIONS AS SET FORTH IN THE INSTRUMENT WHICH 33. NO COMMENT.
A PORTION OF DEED BOOK 1443/151 34.TITLE TO AND EASEMENTS IN,ANY PORTION OF THE LAND LYING WITHIN ANY HIGHWAYS,ROADS,STREETS OR OTHER WAYS. CREATES THE INSURED 34. NO COMMENT
35.ANY DEFECT,LIEN,ENCUMBRANCE,ADVERSE CLAIM,OR OTHER MATTER CREATED BY OR ARISING EASEMENT. 35. NO COMMENT.
PLAT BOOK 134, PAGE 161, AND OUT OF THE INACCESSIBILITY OF THE BUNCOMBE COUNTY ROD,INCLUDING,BUT NOT LIMITED TO,(I)AN OU.ANY DEFECT,LIEN,IENACCESSIBILITY
OF THEE, NCOMBE CLAIM,OO OR OTHERISTSMATTER S,CR NCU B INCLUDING,OR ARISING
OUT OF THE INACCESSIBILITY OF THE BUNCOMBE COUNTY REGISTER OF DEEDS, BUT NOT
WITH TRACT 5A INABILITY TO SEARCH THE PUBLIC RECORDS AFTER 11-18-2020,OR(II)ANY DELAY IN RECORDATION LIMITED TO,(I)AN INABILITY TO SEARCH THE PUBLIC RECORDS AFTER THE LAST EFFECTIVE DATE OF
OF CONVEYANCE INSTRUMENT(S)IN THE PUBLIC RECORDS. THE COMMITMENT,OR(II)ANY DELAY IN RECORDATION IN THE PUBLIC RECORDS OF ANY TRANSACTOR
OWNER: BILTMORE BAPTIST CHURCH DOCUMENTS CONTEMPLATED HEREIN.NOTE: THIS EXCEPTION MAY BE DELETED FROM ANY FINAL POLICY
UPON THE FILING OF THE DOCUMENTS IN THE BUNCOMBE COUNTY REGISTER OF DEEDS WITH NO DELAY.
A PORTION OF PIN:9634-89-2831-00000 35.ANY INVALIDITY,UNENFORCEABILITY,LACK OF PRIORITY,DEFECT,LIEN,ENCUMBRANCE,ADVERSE
CLAIM,OR OTHER MATTER CREATED BY OR ARISING OUT OF THE INACCESSIBILITY OF THE BUNCOMBE
A PORTION OF DEED BOOK 5050, PAGE 1785 COUNTY REGISTER OF DEEDS,INCLUDING,BUT NOT LIMITED TO,(I)AN INABILITY TO SEARCH THE
PUBLIC RECORDS AFTER THE LAST EFFECTIVE DATE OF THE COMMITMENT,(II)ANY DELAY IN
A PORTION OF TRACT FIVE OF PLAT BOOK 72, PAGE 50 RECORDATION OF THE DOCUMENTS CREATING THE LIEN OF THE INSURED MORTGAGE IN THE PUBLIC
AND TRACT 3A-4A RECORDS,OR(III)ANY CLAIM BASED ON AN ASSERTION THAT THE RECORDING OF THE INSURED
MORTGAGE FAILED TO BE TIMELY.
OWNER: BILTMORE BAPTIST CHURCH
A PORTION OF PIN:9635-81-3360-00000
A PORTION OF DEED BOOK 2383, PACE 697 Sc TABLE OF PLAT REFERENCES
DEED BOOK 3046, PAGE 29 Sc DEED BOOK 3510, PAGE 200 PB 132/136 "SUBDIVISION SURVEY OF THUNDERLAND"
A PORTION OF TRACTS THREE & FOUR OF PB 132/183 "SUBDIVISION SURVEY OF THUNDERLAND"(REVISED,REPLACES PB 132/136)
PLAT BOOK 72, PAGE 50 PB 134/161 "REVISION TO SUBDIVISION SURVEY OF THUNDERLAND"
SHEET 4 OF 4 PB 171/130 "SEWER SYSTEM EASEMENT FOR METROPOLITAN SEWERAGE DISTRICT...ACROSS...BILTMORE
AVERY CREEK TOWNSHIP FARMS" „1„„4„
8 BUNCOMBE CO141 UNTY, NORTH CAROLINA PB 143/114 "SURVBILTMEY
OF_R/W ACROSS...N&H PARTNERSHIP...&UTILITY EASEMENT ACROSS... o°O*\N6 A oO,,,
1
PB 157/163 'SURVEY FOR BILTMORE BAPTIST CHURCH" •�`_c 4' 7,a
a J. DANIEL HENRY, P.L.S. #4881 a SEAL
PB 134/26-27 "PROPOSED SEWER LINE EASEMENT ACROSS...BILTMORE BAPTIST CHURCH" L-4881
EDHOLMESVleh* PB 124/28-29 "PLAT OF SURVEY FOR DAN R.ROBERTS.." �4 Q �CSURN y \'••
&P. ASSOCIATES PB 72/49 "PROPERTY OF N&H PARTNERSHIP" °o,"9jV E L ,,;•••
LAND S U R V E Y O R S P A PB 72/50 "SURVEY FOR NOR PARTNERSHIP" rT iJawL, "�
`r.-__NemY
PB / "RECOMBINATION SURVEY FOR STERLING DEVELOPMENT GROUP"(PENDING) April 23,2021
° 300 RIDGEFIELD COURT, SUITE 301, ASHEVILLE, NC 28806 REVISIONS:
PHONE: [phone] COMPANY LICENSE C-2806
w DANIO€DHOLMESSUR VET NC.COM
B:\JOBS\21043 Sterling Development-Clayton Rd-munaenane\CAD\21043 Sterling Development C.A.Rd.ewg 4/23/2021 1.4e.22 RA EDT
D21-045D
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