NCC232038_Site Plan or Location Map_20230719

3/4"IRON PIPE ,fig\SN
\ FOUND FLUSH a\ ,�l�qP'
ABBREVIATION LEGEND \\ \ \/ JSN SITE
LINE TYPE LEGEND SYMBOL LEGEND .16 /
PROPERTY LINE(SURVEYED) Ei CONCRETE RIGHT-OF-WAY MONUMENT FOUND CMP CORRUGATED METAL PIPE \ • R.g NORTH CAROLINA DEPARTMENT OF
DEED/PLAT LINE(NOT SURVEYED) 0 TEMPORARY BENCHMARK RCP REINFORCED CONCRETE PIPE - \ o - O# TRANSPORTATION
-w-w-w-w- UNDERGROUND WATER LINE o UNMARKED POINT DIP DUCTILE IRON PIPE \ _ \ �•g
-55-55-55-55- UNDERGROUND SANITARY SEWER LINE ® CHISELED X FOUND N: NORTHING / _ \ D.B.10fi5,PG.2032
-ol>-00-O-00- OVERHEAD UTILITY LINE O MONUMENT FOUND(AS DESCRIBED) E: EASTING PH \ \'\ /
-so-so-so-so- UNDERGROUND STORMWATER LINE ® 5/8"REBAR WITH"ED HOLMES AND ASSOC."CAP SET EL: ELEVATION ' - %'PA''''' -1 / { \/` JS O \\ \ O
ci NGS MONUMENT FOUND GNSS GLOBAL NAVIGATION SATELLITE SYSTEM \ \ 1
EDGE OF CONCRETE INV. INVERT -` ��--- % ""-
MAGNETIC NAIL FOUND (��```\1P _ ��/� \ ) / ( O I Q
CONCRETE CURB 4 AT J� - //-_ \ 0 /I/ - ' I'\\ \
MAGNETIC NAIL SET J - �\ \ �•
- ROAD RIGHT-OF-WAY LINE ® STORMWATER MANHOLE PIN PARCEL IDENTIFIER NUMBER ^�j /%j ) �/j ___ \ PERMANENT UTILITY EASEMENT J'' y.
FENCE(AS DESCRIBED) ® SANITARY SEWER MANHOLE S.R. STATE ROAD -''5\1 P /i/i/j \1// ___ -\\\ \\\ 1 1 M D.B.1065,PG.2032EM O ryAOJ��
BUILDING SETBACK LINE EB ELECTRICAL BOX - ! //' '',...\ \ \ \ y
® SANITARY SEWER OLEANOUT EM ELECTRICAL METER Z �/� / %/ )/� \ 1 1 y'4'
---UT---UT---uT---u-r- UNDERGROUND COMMUNICATIONS LINE Q TELEPHONE MANHOLE S` �/ \ \ \ J'
TSB TRAFFIC SIGNAL BOX 1�P \J g //ii/ / //-_ \ \\ 1 cEl 1 y'r
--lE--lE--lE--lE- UNDERGROUND ELECTRIC LINE s SIGN A.K.A. ALSO KNOWN AS J \ $"Ib' / /-_ -3ee1 \\\ 1Uraa rM 1 1 V-
- UNDERGROUND GAS LINE 4 WATER METER EB ELECTRICAL BOX \ 0E� �i// ''g -- F\ \ \\ \ r r P°X 1
Dons D sns O ons GUARD RAIL w WATER VALVE AG ABOVE GRADE P ,jJP 14J �% _ -_ ��/
. . . . . WAYNESVILLE CITY LIMITS(NOT SURVEYED) TY FIRE HYDRANT BG BELOW GRADE �`]\�" O� �t-05�0E� �i% .�/ ry \\\\ \ �\ \\\\\\\\\\ i 1 / Vicinity Map
• FIRE DEPARTMENT CONNECTION TTL TOTAL `` .Py09g\ %�%j ; /� -- ',. \ \ QQ \\\ \ \\\ //
CENTERLINE OF RAILROAD :9 WATER MANHOLE D.B. DEED BOOK ` vrjY01 ygg / //%�r/ \ ;/sAA°�% ' \\ \ A�S.\ \\ \ I I I / // (rim to scale)
`�L - I
N TELEPHONE PEDESTAL P.B. PLAT BOOK `, E•N QE# /9'/ii i // -' \ \\ C. \ \ I I { /
M.B. MAP BOOK .\�J O� 0V EN i''// % Y`IORTH CAR,OLINA.DEFART ENT OF 6••• \\ \ \ ,��\ 1 I 1\ `1 1 I I I I //
• UTILITY POLE PG. PAGE V Jf\EFE� / // %/ /. /� E .TRAN�,O,R/7�'ATj '� \ \\\\\ \\ \1 1 11 1 \ \ I III / /
UTILITY POLE WITH GUY WIRE SL. SLIDE J\ OSA // // /�\ o �.B 7�_ -33 / / \ \\ \ \ I I / /
O'O'LIGHT POLE(SINGLE HEAD) TDP LIGHT POLE(DOUBLE HEAD) CONC.CONCRETE ETE DOME PLATE/ SQWO)E //ij // //�\w\ \�- -- i, •/ \ \\\\\\\\\\\\HP 1 1\11\I\1 1\\\\ \\\\\ //// //i SCHULHOFER
GP
" / / \ /i // ` \ \ \ \\ \ \ \ \\ `I // D.B.314,PG.132
\ \ I NOTES
/
I.PHILLIP B.WHITE,CERTIFY THAT THIS MAP WAS DRAWN UNDER VI RBC REBAR WITH CAP FOUND QV S J i//y� j//� \�-// / // \\ \\1 \ \\ \\ \ \ I I / //LIGHT POLE(TRIPLEA HEAD) G / a ',\ \\\1 ::\
1 \\\\ \\ 11111il .// / 'This survey is of ed existing sine)of land.
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MV SUPERVISION M.B. MAP BOOK v / / ///�i�p OU� , 1 \ 111 I / puUSING GLOBAL NAVIGATION SATELLITE SYSTEM GNSS AND TRADITIONAL LIGHT POLE(QUADRUPLE HEAD) --- / / // ///' I \ I I \' 'All areas calculated b rPnate coin ta5on method.
( ) _-/ // /�// ,�-�°�cRETecU�te 11I 1 1 1 V A V 1 I I 1j111I // / •Thia aDrvey was�nv~uniae`wimnm banart w rae searcn.
FIELD PROCEDURES;THAT THE LINES NOT SURVEYED ARE CLEARLY • BOLLARD ---- __/ / iI \ . 'ps I11 \\ 1\ 111II111j1i11(/ // 'The certification shown hereon is not a certification of title,
INDICATED AND DRAWN FROM DEED BOOKS AND PLAT BOOKS AS . --- �� ° � / �/\]- \ 1 1 1 \ 1 1 11 II // O z ng or freedom from encumbrances.
REFERENCED,THAT THE RATIO OF PRECISION AS CALCULATED I(21 NCAC 'fy _ - / FLU • - \ 1 \ \ \ \\1 \\\I 1 1 1\\II 111\1\I \� 1 1 a 'Adjoining property owner Information taken from deeds and
56.1603)i IS 1:20.000 OR BETTER;THAT THE HORIZONTAL ACCURACY MEETS .. /., __--- `%/ 9' S- /••' 1 1 \ \\ \ \ I 1 1 1 1 1\ 1 \1\ `�Os\ _- Plats of record as referenced.
O `L --- . / /i -\y J "" 1 I \` \1 11\ 1 I 11 111 1 I { O and
above grd groundstructures.
utilities shown are Call 811d upon diggi markings
CLASS A AND THE VERTICAL ACCURACY MEETS CLASS A AS DESCRIBED IN 4L /// •/ I\ 1 \ \ I I \ I \ \ / ',1);',
a d above n hereos.rehors 1 before digging.
21 NCAC 56.1606(C);THAT THE VERTICAL CONTROL WAS COMPLETED TO 2,$O --- _ // j <i - "/ -- 1 1 1 \\ \ 1\1 1 \ 1 1 1 i I I 11I1111 111 `a II 3 p 'All distances shown hereon are horizontal ground)distances
MEET THE CLASS C STANDARD AS DESCRIBED IN 21 NCAC 56.ifi05;THAT THE / IL 0 `- i/ 7// I „ 1 \\ \\\\1 111 \ 1 11\ 11 \1\ 1\II 11\ \. I I unless otherwise noted.To obtain grid distances,utilize a
�� \ i combined factor of eted.76238.
TOPOGRAPHIC SURVEY WAS PERFORMED AT THE 95 PERCENT CONFIDENCE 9 C.\'---- --_ _ ) Ad.--- /i/.. 83.2' \ 1 ' \ \\ I 1 \\ \\\\1 1\ 1\ \\I \ III •The subject property does not lie within any special flood
LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS(21 3/4"IRON FOUND WITH \y.a�L � =i/ i/ / / , )X `-\\\\I 1 \\ \\\\\\11\\1\\\\1\\\\11 111111 \II 11 I hazard seance Rate to the National Flood 00Jreised date
Program,
NCAC 56.1606);THAT THIS MAP MEETS THE REQUIREMENTS OF THE "GIBSON"CAP IG,, ---- -- i o R AA // +' 5p/ \ \ \ 1 \1\\\\\ I,I I I I 2Flood012.Insurance Rate Maps 3]00861600J revised date April 3,
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA(21 �.�_ -- -�- 'i /0c+ p ./, \1 1 \ \\\ \11\ \\j1 \1\II\1\II111 i\\I\ IIII III *Thisy fed to NC Grid North NAD 83(2011)based
NCAC 1600). / S_ •p / t°+'/ / ,,,p� I .. \\\ \ \ \ \ A 1 1 1 \ \\ 1 1 \ \ III II III up t GNSS observations and on NGS Monument
ate' 1,-.,;,--
�_ -_ Sl rs` . / • s, \ \ 1 \ \ I I \ \\\ \\ \ ' \\I Olt1\\ I "Reg I.Elevations are NAVD 88 based upon the same.
WITNESS MY SIGNATURE,LICENSE NUMBER,AND REAL ALUMINUM RIGHT-OF-WAY...1-_pc�r P _ / ////' / ./ ',00 1 \ \\ \ .1 1\ \\\\ \\\\\\\\\\\\\\\ \\\I IIIII{I II •According 1 theTown of Waynesville Zoning Map the subject
DISK FOUND FLUSH--,- •/ - / ��j"p° \ \ \\ e the Tow Waynesville a ne CI
THIS 24TH DAY OF JANUARY,A.D.,2023 ,,.................... l # - / 5� ` '\ I \\ \ \ \\ \ \ \1 I\ the y
located inside e Town.of Wa !
.( p� 1, Commero al Intlustdal According lot a Town of Waynesville
Ile
�•••�\� N1'tV ., -�! A� � �, /// - C[�sb1.r �� * \ , V\\\, V AA\VA.k\\\\,, \V AA,Vk k�VAAk,„A k�ko,,kk, \VAVA C uncpal a ni se@aekrequirements propertyprincipal
Code of Ora
buildings within the ClD stint are side of fee homallproperty
. • SS/ ,/J'• / ;- V A 4 • / e A A V A \ �,A\ V A\ \VAA�VAAA A Imes.The aBb act parcel lying oBlslda or ne Town or
/j.(� ..� FE O 2 -✓ \ �/ O rtw / /}1 .• o " Ao"AA \A V A A\\VA\ VA,,\\,\VA A VAVA\VA \ Waynesville�ea not appear to be zoned per Havwood county
_ _ C O 'b �� RIGHT-OF-WAY /i VA t, A-sue- I / ..�7- Q\ A A V A �A V \ \ �VAA VAA GISy N�zoningreport
Wd b as provided and all zoninginformation
_-_ __t_--Q. 9 MONUMENT FOUND /^ \ �� / . e,ec,A"^o, \ \ \ \\ A\\s\ \\ \\\\\ \\\\ \ shown e e property
PHILLIP B.WHITE,PLS a SEAL _ , NORTH CAROLINA�NSPORTAT TRANSPORTATION
OF // o' \\\ -• \ \ \. - / / / •
�.,, •
'' \ \\\\ \\\ \\\ \\\\\V\ \\\\ \\\\\\\\\ \\ ''Contours shown were generatedwe from an on the ground survey.
N.C.PROFESSIONAL LAND SURVEYOR 7 L-4gg4 / / _ ' `� / / \\ -\ \\ \\ \ \\\\\\\ \\\\ \ Major contour nlerval 5'M nor Contour Interval 1
LICENSE#L-4994 ��9, ��k� D.B.1077,PG.33 i wi_/ / ❑ �.� ss � �, ) \ // / I \\ \\\\ \ \\\\\\\\\\\\\\\\\\\\\\ •Subject property 358, 'select to Terrns Pa Conditions set
- v1 gg / /v \\s' forth In Deed Book 358,Page 228(Industr al Park Restndlve
•/ SURD \,,•• ALUMINUM RIGHTA� �j ..� ��''��_�% i 1 5, I /- / I 1 \`..+\A \\\\\\\A \\\ \\\\\\\\\ \\\ Covenants)
,�� ` DISK FOLIO. H- \\. `I' \ / ' ® \\ \ \ \\\\ , \ \\ \\ •Improvements and contours on the 1.352 and 3.652 acre
Oe�/p . / -! /�/ g�." J A A \ \ A\A A V A V A VA A \VA VAV\‘',,`
A VA A VA\ prcels shown hereon were surveyed on April 24,2014 Said
q
.,,,r r B,,,.. / g�>. / x A - �/a \ \ A A V A\V A\VA A VA\VA VA A Vwv vvw vv improvements and contours have not been sedated hereon with
i% ✓// '. •""' / �.% /': �, +' \V A V A\A V\ \ \AV V\VA\V A \ \, he exception of improvements along newt surveyed
The following information applies to the GIsfg§portion of _- f - / t �� \ A A\ V A V A A lines The 2 294 acre l was surveyed onFebtia 4,2022
v_- �� ' v A parcel February
the survey. -� �_ / '>// l /ej / ( 1 s / V1vAA, A V A V A \ V A VAVA\VA VA VAv vVv A� The intent of the survey stocombnet eIwosurveys into one
'sue%�//,.� • . / \�% t\ V VA V A V A\V A\ VA. composite map The boundary Imes forthe.294aae l g
b p
'� / �,_ _ // V /,,// A %r T" r!V*''-`'' `BO% V A V AA V A �\VA VA VA A�A updated to reflect areas acquired b me NCDOT parcel
Horizontal Pos t opal Accuracy 0 002 Meters // .���/y // / / j/- ) / \ soy \ \ \\ \ \\ \\\ \ \\ \ \ \ \\\\ \\ the north side.Contours along the common boundary of the two
Vertical Fostoria)Accur y:0.003 Meters /i / ,g1 i /0 mo•TMs� / / \O "is.
\ \\ \\ \ \ V \ \\ \ accomplish
have also been verified/updated hereon in order to
,1 /// 7 �^- ,,.// \ mw rox °i. \ \ \ \ \\\\ • '\ \\ \ \ 1 \\ \ \� \\ REBAR WITH CAP omplish said compilation.
Type of GNSSFeIU Procedure.Static �/// - - ) - // >T/ //// \�� FiON" ° '"°" a �N \ \ \ \ \ \\ \ \
Date of Survey 1/71I2022 / �;�•- /0 ► ,rmy //// �l //// I iO '' HAVWOOD COMMUNITY COLLEGE m�\ \ \ \ \\ \ \, \ \\ \\\ \\\\ \\\\\ 1 1\ \\\\\\ N 6669 2 SET S H'
Horizontal Datum/Epoch:NAD'83(2001) REBAR SET PREVIOUS),V1rT/ a / " /// REGIONAL HIGH TECHNOLOGY CENTER \ \\ \\ 1
qq
�/✓f g „_• ii A i �,// °°_ �PA °o6wr.rP,° A A V A A V \\Vv A VA V A 1 1 1 1;% E 820480.58'
!!!!!! ^.� _\ / UM U -IGH\OF-WAY 112 INDUSTRIAL PARK DRIVE \\ A \ \ \ /
Vertical Datum NAVD 88.Geoid l8 FORMER PROPERTWCE1�hlue, /� '�A/__. ' ' ` G8 j/ .IS'FOUND O.I�AG / Jr\ rF \ \ \\\\ \\\\\\'A\\ \ \\\\\\ \ \ \ /
HorizontalNerbcal Control NGS Monument"Regional", / A / q MULTI-STORY BRICK BUILDING \ \ \ \\\ 1\--
9 i /� ' / % ` ,' / \ \ J\ ..r• '��� rw c°I.Psesms Pn° \\ \ V \ \ \\\ \ \ - i%
Combined Grid Factor:0 99978238 - l/pe / >/.9n/ - - I /e / \ X6 ,off yu, \ \ \\ \ \ \\\ \ \\ \ -� j
Units:U.S.Survey Feet 4 METAL FENCE /��/ •`� / \ N V C J '0z P\\ \ \\\ \\\ , \ -
_ /ALUA�INUM RIGHT OF WAY„ / :. ® \ \\ \\\ vt
/`�b 61\SKFOUDIO.ELUSH '^ Willi \, 'w \� \ \\\ GRASS \
NORTH CAROLINA DEPARTMENT OF / /v ,t C \\ ,P r � )1 /2 \ 1 \\ `� '" tl\\\\\\\V\\\ \\\ /i//
TRANSPORTATION - O • \
D.B.1077,PG.33 CONCRETE RIGHT-OF-WAY g- A / \ zBsz ) //\- RM NE T UTILITY EASEMENT \ - .®®®® ////
MONUMENT FOUND 02'AG / ,10'1, r V- ,. /r D.B.1077,PG 33\.,a \ *� 'L PL° `� /wrMc°i°a \ j% // Cl/'/
/ \ \ \, \ \ �r, �V I \ V e \\ \� �// \ NORTH CAROLINA DEPARTMENT
TIE l / /}c \ \ \ \ i �Z \ i: m e e �,�W Jr:
B 49.04'47- / / \ \ \ / s \ // / OF TRANSPORTATION
TIE 33.T7' ✓N/ -' / /r \ ) 1 by \ °'N� _ \ , / a� = i�/j/j j --_ D.B.535.P0.2082
N B11.89'^E '//// zssz_/ \ \ Y>. w•P (\wns Zw <snra ron . c.Gkf// Z
14.89' T-OF-WAY 1 \� V A \ UL �i ��rasw si°exu. o g / r //
Mu
ALUMINUM
FOUND 0.09E AY .. O / FOUND / , �- V\\ / \ c \ J,V�t IT
D�SQ�s, 461 //.. S.A/%//j// /
//,r(IGHT-OF-WAY DISK / \ \ \ \ / w �gD
•
APPARENT GAP BETWEEN NCDOT •�/ 'zss / // OAy� \\ - \ \ / ��Ell - tt \ / --- `p\ /z /j \�
RIGHT-OF-WAY AND SUBJECT PROPERTY //, '„/� O `Y \ `', / % \ \ , \ \ ^�/ �/ / 4
(D.B.905,PG.459) �?'/�/ / // \ /<%l moNm CI ;_- \\ \ `t& \\/� \G / Lr vnve.Mervr -zn- N'/7---:.
j,////j/ ,
%
..� ./.</� i //% �� ueK of �� �� ��� •49: V A �� °s. -+ram - Gam,, -a-/ / /// ll v A'0 1 :�„ E wI+I� /ice�i2 .INv s•eMR.zseseLa// ///f/// i2 O'L`OSs \ 9���0\ '�' P��°�� 't'A A �S ' „ PORTION OF SUBJECT DEED
/ /�// / \ 1� \ \ �d \� / E O CONVEYED FEE SIMPLE TO THE
•► , / / % / / nPPrtox Marc o o oN. \ \\F��\ \ 'g\ / \1 1'I �E.•. E n, i�i/�� \ / NCDOT PER D.B.504,PG.52s/a"IRON (al' / / \//i 1 ourLETNOTROUNOG v �... 1 V I - % - \PIN FOUND /// ►g� \ // /� / \ corvcRErE \ \ \ / /3 AI 'a; _
% •' -\ We S /// s$ 1 54.T \\\ 7'\, \ �' 1 1 opt / / ��' A I A \ REBACENTERLINE OF RAILROAD TRACK G IN
Rvnc / I 1\ \ py8\ \ -- / /�/ oPo \ \ - � %/ r e pspH\1� N / SOUTHEAST CORNER OF D.B.345,PG.228
GRAVEL( o,a coNORETeslo J//f / tP z\ \ lT vnv 1 60, 4' N•6680243'
/ // / /i \ l P-Kwae \\. / reP I +`' 1 \ - \ -- - - - -`- E.e2osa1.79
4,� Y ' - ��� ���� FogM
s \ �\POI-NT-OFBEGINNING {awO• Bsg a ``' \ \ \ eq �'
i �7 POINT OF BEGINNING I
'3�' \ Nvac ON CONCRETE SQ �zssz pp
D.B.905,PG.459 I / , C. ow•-- /G6K \ \„AA. p+,y D.6.345,PG.228 I
/ P\ 8 / s'° - - ` BAR wn�FFCAP SET L'1SF, i \ ,% / Aq O'YT / I� GRID TIE
t\
(nRRAC ON CONCRETEMEwT) `� \ k OF N 07°29'4T"E
\\ /c A I D /////// • \ \ \,✓ ' R\"� Ryl�yN0(, GRID DISTANCE:56.94'
.\ c qSo \ \ /,-y / // �K D /?� GROUND DISTANCE:58.95'
9 E
\ \ / • ]0ti s 'Q( \\ //' �1// // V�OJ\/ 9� TEMPORARY BENCHMARK
ti �pA
�Ro K, \a •� \\ Fs �� I y1 ! /DUSK S\P� 2g� WpY THE TRUSTEESOOLLEGE OD I NGSMONUMENT"REGIONAL"
\ SA 00'1p T \'gs% ./g / w` Gt{S AF- TECHNICAL COLLEGE LJ N:666744.00'
\�.: f 2,oRLS2.�iy coMMs .y. 6 s // / \\v UBUC9' d02 PIN •8fi26061969 -• E820534.10'
reu r� i 'P y 1•' /l /G \Ne \.7 / SNP >HgA°� 2 w 44
\,�,J s'g NT� eG �eO-- 'o-Q�� / / lEW\O OJECS g1yp290 D.B.345,PG 228 \ � EL.2822.35'
comnor,.� X( 6oT P,f 07 /--J ,,4 E ( / °c /'' R\w SEp0. GS# 0
\ �,� p�-,72-,X �N " C,, n'/ G VP SSP PROJE PG 52 1 .65 2+ACRES
S _
ROCK• ' TOP sa'9"ysa eGNca�rEaNnNG �s oRtic �' _G.t� / r.o n • � gta'�pe-5M' 3.652±ACRES a'
\,Nv;5.OleOUT...U.72 v �I e � Qr Pf. ;ox ' v ��
ERIC AND STACY BEAN 3/4"IRON PIPE 8g \�/ \ ,SMTCH ( ( METER
\ /� u�OU„ WOLFHEAD DEVELOPMENT v
PIN 6616964889 FOUND 0.1'BG •4 \ sn \ EM SMUT WAG �+A..\nLL \ \\ �IP/� TOP \ 00�01.E PIN 8616-969348 O
D.B.947,PG.1816 \ • v
P.B.CAB C.PG.7860 S RED D.B.467,PG.1856
0. \/ g• BOARD OF TRUSTEES OF 1/2"REBAR FOUND FLUSH ilr
5/8"REBAR • ELECTRieu sox \Ss ,: 4' CONCRETE E NI N HAVWOOD COMMUNITY COLLEGE IN CENTERLINE OFj ULi/' � \ PIN 8616968970 RAILROAD TRACK
FOUND 0.1.8E + ,,, Top z \ °� GO44 CO EGESIG , I 4.Y\ D.B.4]0,PG.2257
/ �°1re• \\ rs CMPOUT2586.o s e^ woo EN �� 58905±SQ.FT. ���-
N E
oaf �� eRaM d�z 4'=s , 1.352±ACRES CURVE TABLE
''''‘N
\ •� '- CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING L /LQ
v? °� 4�, "$1LBO1� �"'�I' C1 388.10' 11.92' 11.92' S42°02'33"W �f ° J`C BOUNDARY AND TOPOGRAPHIC SURVEY
\ C2 388.10' 100.35' 100.07' N 50°23'42"E
/ vT �\ Nq G C3 2696.00' 37.59' 37.59' S67°16'08"W FOR G�q< \ y�q Sri \ 59.3' C4 2696.00' 164.46' 184.42' N 64°54'33"E
b CO HAYWOOD COMMUNITY
9LF T v rs v -" GRASS 40 C5 24fi.06' 2,30:84' 129.31' S 76°49'21"W
o' se S caErE 0 C6 388.10' 223.22' 220.16' S74°78'47"W
?' FtiQIN MDTe6a G, 4, REFERENCES: COLLEGE
9�rti g' / 1. Warranty Deed to Trustees of Haywood Community College recorded in LINE TABLE REFERENCES
AUSTIN MEDICAL INC ®\ it
I Deed Book 905,Page 459 LINE BEARING DISTANCE PIN 8616966627,8616968970,8626061969
PIN 861896E240 ® \ l/ �\\ L1 N 67°36'46'E 39.85'
D.B. PG.2452 \ 2. Warranty Deed To Board of Trustees of Haywood Community College City of Waynesville,Haywood County,NC
P.B.CAB C.PG.5051 \ / '� i L2 S 20°13'48"E 24.90' Field Work Completed:1-24-2022
\ `y/ �►1- l 6r TRUSTEES OF D recorded in Deed BookTrus Page 2257 L3 S6s°13•ae"E z4aT DRAWN BY:D.Byrd,P.White
\ p / / COMMUNITY COLLEGE 3. Warranty Deed To The Trustees of Haywood Technical College L4 N 09°54'25'E 18.7T
/ p PIN 8616966627 L5 N 58°28'37'E 21.23' JOB#21395
REBAR WITH"HERRON" O e D.B.905,PG.459 L6 S49°59'33"W 156.68' Phillip B.White,PLS
CAP FOUND 0.4'BG \ " 99906±SQ.FT. Outconveyances: [e-mail]
Es / 2.294±ACRES 1. Fee Simple Deed to North Carolina Department of Transportation www.edholmessurveying.com
THIS LINE NOT l�( / /ryya / recorded in Deed Book 504,Page 52 200 Ridgefield Court,Suite 208, Asheville,NC 28806
SHOWN TO SCALE 2. Fee Simple Deed to North Carolina Department of Transportation 828.225.6562
VVATER
CONCRETE MET recorded in Deed Book 1077,Page 33 40' 0' 40' 80' 120'
ED HOLMES /
/ . . .
&ASSOCIATES TEMPORARY BENCHMARK p QP� SCALE 1"=40'
EL 2589.87' / '1' 'l
LAND S V B V E Y O P S P A
gQ
P
N:WOBS\21395 Haywood Community College\DWG\21395 HAYWOOD COMMUNITY COLLEGE DB UPDATE 2023.dwg