NCC243450_Site Plan or Location Map_20241107

NOTES
1. NM`,BOUNDARY ONES,ANO NOTES REGARDING THE SUBIECi PROPERTY BOUNDARY,ARE 1
2022
NG
NG
OF
2. THE SUBJ4ECT PROPERITY MAY NUMBER
SUBJECT TO
3RRIGHTS-OF-WAY,
ITS OF-WAY,„IEASEMENTA RESERVATIONS AST 9P0
RESTRICTIONS.WRITTEN AND UNWRITTEN.RECORDED AND UNRECORDED,NOT SHOWN ICT(GHML)EREON.CONY \ \ H'N-�3. THE SUBJECT PROPERTY IS ZONED GOF HENDERSONVILLE ZONING MAP. EENVILLEQUIRED HIGHWAY MIXED USE DISTR
ON OEVELOPMENI TYEE ARND ARE OT SHOWN E V SEE THE CITY OF TBACKS FOR THE GHMU IHENDERSONVILSTRICT VARY LE BASED
ZONING ORDINANCE OR ESTRICTIONS AND ALLOWANCES. F, ,--, C2 CAROUEL LN
4. THE suBJECT vftopERTO IEs wrtaN 2oNE x^ coaOwG To THE w,now.L F ooD \ \ WATTS
JENNIF396eP SYMBOL LEGEND 0e°
INse RAN�B PROGRAM FLOOD INSURANCE RATE P 370095]800J.EFFECirvE DATE OCi08ER 3396 PG Oo MONUMENT FOUND(AS NOTED)
5. FIELD WORK WAS PERFORMED FROM 0 8 2022 THROUGH 2 4fFJJJ.\ P.B. PG. 1 OO 5/8"REBAR WITH CAP SET FLUSH(UNLESS NOTED OTHERMSE)
SURVEY M o00�5.TS FIELD WORK WAS A�HORIZO TPSLN LLOSUREG BEfO M I ULTMnONAL \ \\ B 2\13 PM.NAIL SET N
C Si OUARES AAIUSTMENT. N RE AOJ ENT WAS / / o POINT NOTSETro
LL DISTANCES
\ \ i DLO SIGN FENCE POST(AS NOTED)
6 CCOORDINATES SHOWN ARE NC GRID HORIZONTAL
NA083 2011 COORDINATES.ALLUNLESS
NOTED ELEVATIONSOTHERWISE.
SHOWN,ARE MARK STARS& (STREET SIGN 0
( ) HEATHER W.STARS / - -LIGNT POLE o
RELATIVE TO N VO 88 DETERMINED BY A GNss SURVEY UTILIZING SWIG CPS RECEIVERS(SEE PIN 9578012797
CERTIFICATION). \ D.B.1164 PG.657 ��£ OIP AY UTILITY POLE QOP
A. P.B.C PG.]9 A O 1" ®SANITARY SEWER MANHOLE
GOEFEET OHIREEVEN RIGNT2OF--WAY CONVEYANCE FOREGREE TO HIGNWAYEWAS FOUND ELY /� 1.9 AG m TELECOMMUNICATION PEDESTAL Z h(
DURINMAINTG THIS NANCE SURVEY.THE NORTH CAROINA DNG EPARTMENT OFOTRANSPORTATION CLAIMS A \ \S\ \ S" POINT OF INNING ♦®STORM WATER INLET&GUY WIRE rLS�
MAINTENANCE HEREON.FOROGREENVILLEIMNS A HIGHWAY.IS APPROXIMATE AND IS BASED ON EVIDENCE OF PERTY.THE RIGHT-OF-WAY F• �/ 0"�IqG ''Y A` E.9704525 6 CLEANOUi - ,,J,,µgt
g0 EL:2131.89'' -
OAK /, TRUNCATED DOME PLATE HIDDEN
8. WETLAND AREAS AND STREAMS.SHOWN HEREON.WERE DELINEATED BY CLEAR WATER \ UNKNOT FENCE
0• y9\, (BENCHMARK) \ P L TECD
TREASURE
ENVIRONMENTAL CONSULTANTS,INC.(828-698-9800).PER PRONOEO CLUR WATER APPROXIMATELY 26 02 (W\ �24/ 05 N9 WATER VALVE E
DELINEATION MAP,THE EXISTING STIR D ZLVID AREAS A&B ARE POTENTIALLY P.B.6C9PG.131 ®WATER METER
JURISDICTIONAL WATERS OF THE U.S..WETLAND AREA A&B WERE FLAGGED BY CLEAR - OAIZ AG ('o F`S�
WATER AND WERE FIELD LOCTED.THE OTENTIAL STREAM AND WETLAND AREA C.WERE NOT \ \ 17.5•EAST OF . ®I7' ; \ e)ELECTRIC METER U
LAGGED ON SITE AND ARE NOTED AS POTENTIAL WATERS PER PROVIDED CLEAR WATER BOUNDARY LINE. -µ 38 ..b Al 12R,\�\ GARDEN LANE ®',YELL Z
DELINEATION
RLAWATE AP.POTENTIAL LWETµANDDSSNDAND
ARFSTREAHOWNRE SHOWN
BEN OXITOTBUF PES \§v 16' s P FORMERLY KNOWN AS OAKLAND AVENUE
DAVID MASON HUNTER& _ 'INS B Op p'2•� ASPHALT PAVEMENT ®STORM WATER MANHOLE VICINITY MAP
REQUIRED BY FEDERAL,STATE,OR LOCAL ORDINANCES. SUBJECTBUFFERS IF BRITTANIE VIERA \ 1}'.11J 22 O. p AG CITY MAINTAINED (NOT TO SCALE)
9. THE SUBJECT PROPERTY IS SUBJECT TO A 30 FOOT STREAM BUFFER AS REQUIRED BT PIN:9578012711 ^ �041t®OA!(,jOgK_� �'• 1 / ®TREE(AS NOTED)
D.B.1677 PG.105 c 36 UtW I6 (BEE NOTE IO)
ARTICLE XVII SECTION ]3-2 OF THE CITY OF HENDERSONVILLE CODE OF ORDINANCES THE P.B.C PG.79 ,I FM, 6 _ JS ❑4 SEWER STRUCTURE NUMBER
AD FOOT STREHM BUFFER.SHOWN HEREON.IS MEASURED FROM TOP OF CREEK BANK.SEE 0•
3 AG R -ice `PIN
E CUY OF R ENDERSONVILLE CODE OF ORDINANCES ARTICLE SECTION FOR /CAI,.
�. '0• 20 6�20-,iv2t OAK\,, �'15"RCP / �� O STORM STRUCTURE NUMBER
ADDITIONAL RESTRICTIONS AND ALLOWANCES. \4 /.-• "per REED �-2`xl_2 2]"L�40P S 5 � P' _
10. \ \ / v7 •'1..' °= �"aPa , 20 p"^v w 1E'�cv 0' O�S�4`t�5° 5\LOT NUMBER
MONUMENTS FOUND ALONG GARDEN LANE INDICATE A VARYING RIGHT-OF-WAY wqr WIDTH.PLAY --`Y
BOOK B PAGE 208A NOTES OAKLAND AVENUE NOW GARDEN LAME)TPOABEB40'ALONG THE �j` - aR /
SUBJECT PROPERTY THE NORTHERN MARGIN OF GARDEN LANE J
PAGE 131 JOHN T.MNKWS& ,'pvef
PND PUT SLIDE 13193,APPEARS TO DISAGREE BY APPROX MAYFLY I]FEET FROM THE KATHRYN P.MNKWS ❑\ POP t�,- `. "2 i\ �]g-�L24K� Pb' O1,2p RGP ♦��® P¢BSG /
LOCATION OF THE NORTHWESTERN MOST CORNER OF LOT 6,AS SHOWN ON PUT BOOK B \ PIN:95]8011636 4 12"A.5•----�f-SB -y---v---�\ _ \�30"r,� .✓
PAGE 383A. THOUGH NO STREET LINE FOR GARDEN LANE IS SHOWN ON PUT BOOK B 242 P (� %,b / _ `c GGF
PAGE 383A.ITS APPEARS THAT THE NORTHWESTERN MOST CORNER OF LOT 6 MAY ALSO BE P.B. PG 9 `-`•-�_Yy'AP -SS y8-�SS 55 SB� SS" - -<��?Q O S�U ABBREVIATION LEGEND
LANE)ASNAL SHOWN ONON OF THE PLAT BOOKNBRPAGEN208AGIN OF A PORTION OFDGARDENE WJE ISOW CITY \ B.B.C P G 3/4' L.
k2 / --- ice--'SB- -'�`�-'J-=S" &=` YsoG tr •• AG ABOVE GRADE
MAINTAINED.SEE THE APPROXIMATE CITY MAINTENANCE LIMIT AS SHOWN HEREON THE \3, 7 FLUSH 1.C•'Y.'IN__S� Z'ZT>•�� S q OA 0 �_ _ BG BELOW
APPROXIMATE CITY MAINTENANCE LINE IS BASED ON A STREET MAINTENANCE MAP PROVIDED -/ 13a N.13, - 5' 1A1EREAA qD 2J 15' 30" '$ 20 SEWER EASEMENT_ - \ F '\ F ROOQ DEBAR KHAN& BIR BIRCH
GRADE
BY THE CITY OF HENDERSONVILLE.A PORUON OF GARDEN LANE ALONG THE SUBJECT \ APPROXIMATE � ,?• _ -2130- PER D.B.905 PG.111 •3 'L S APPROXIMATESAMIA 4 AG
PROPERTY APPEARS TO BE PRIVATE. U 16' -FLAGGED- __,,, 30•STREAM LIMIT OF CITY OOO "OIP BLA BUCK GU
DIRECTION OF try M Q`LK 21"0 ( E lE e)� BUFFER OAK D.B.884 PG.849^S
\ " - Q SPIN\ MAINTENANCE 4208 CHE M
24'RCP Iv 128" OAK-p�SE SOAK -(SEE NOTE 9) 6 _ AK _ OAK\ 0 11. MAJOR AND MINOR CONTOURS ARE SHOWN AT 10 FOOT AND 2 FOOT INTERVALS RESPECTIVELY. WETLAND FLAGGAREA 13ED
112 H -.14 20"092.0 FIN' S0 IS"® -19"SPIN 20• k•14MAP SS (SEE NOTE 10) D.B.p,B./c PGG831 COMP CORRUGATED METAL PIPE
IT. JOYCE A.DUNCAN FLAGGED \ I� �� PM ISOU / OAK I PH 6 _19___13 ___ �`�@,®--_9M _\'SIN PIN 31"�2��:'16' �( \'z 6\ 15 . O.B. DEED BOOK
D FOR
UNDERGROUSTRUCTURESNDWUTILAS ITIES.SHOWN HEREON.THAT WERE ADE.THIS FIRM DURING THIS S TRACED SPER EE LPROVIDEaDINE N EXHIBIT RUS \ PIN:9578010549 (SEE NOTE B) i. Y POP 2 09.S 016/A 19� �qK OAK PIN 13'® }^ 22•-_ DSO % -OP S\ -/ \1 P DUCTILE IRON PIPE
APPROXIMATE. D.B.3007 PG.390 I Ap<, 11\ P6 0 42'® 30� PINS OAKS \\\�'2" DI
OTHER UNDERGROUND UTILITIES MAY EXIST THAT ARE NOT SHOWN HEREON P.B.C PG.79 5/8"RBN`SOAK 'C(');'
6'®'� (�17 SOAK-- 6'® PN 14� - \` MA)s E: FASTING
/- O/AG O \t218" <Ad\ \I 1 Pa _ }p•-pAR�� _� EL: ELEVATIW
FIELD LOCATED.UNDERGROUND UTILITIES TRACED,PER
\ i3 \ 20" 1 'PIN 15�SW 36"(9 �� 20"OAK OAK --pIN t+\l� ot"OIP HDPE HIGH DENSITY POLYETHYLENE
13 567"BASEDVOIZZ;MONUALLDEVIDENCE EFOUNEOEDITeIs MY OPINION HAT NTDE M3/4'E OIP°FOUND 09 E 1GA YCORN \ \?/ POPh2P O\\ \4\ \ OAK I 1 I PIN i P4"® i �15" 12'- '---_1}• 3' PIN 35" J 0.]'AG HEM HEMLOCK
BELOW GRADE,DURANT SHOWN HEREO AS N,IS D THE SO IN UTHEASTERN
OUKERN MOST
3 CORNER OF THE FORMER R �28" \\ \\\ �'� k 1_®22 PI PIN PIN____G2�- _ I® 2^ SOU �\•,� ylm HIC HICKORY
FLUSH v")". 9® v -GARDEN LANE/ i4z.
14. POSSIBLE OVERLAP IS 167 t SQUARE FEET. P A 4 \ \y.;S2"• 2 \\ OPd \ 13 OAK PIN] �yll4 5O PI AS 5 •.
\, t 2 MAP 1 S J ` \ \ }0' FORMERLY
YAKNOWN PAVEMENT,D VENUE POP n)tM1 ,.- \\7/ OC IP LOCUIRON PIN
sv'C ETU souA v v vv •v la.PIN v MIS" 1r<B PIN PRIVATE .12" 1A T2.Agv AP MAPLE
000LIVEDFlIrvq TREE)IDENTITCATION SHOULD BE OF TREE ViHIFICATIONftORMiFAMOREsoN ADD IA v vvv� _ 'FM I, v v 15.®\vv vOAK ‘‘sou 1 (sae Nora Lo) oA�rc, /
ACCURATE IDENTIFICATION IS NEEDED.ONLY TREES WITH A BREAST HEIGHT DIAMETER OF 12 J1/2"RBCeSW OAK \ \\ Y PN• O \ \ OA•K. HEM 1,22(9 IS'S I SOU OAK ` �2140 I]" 20' \ 0�(\\ M N: NORTHING
INCHES ARE SHOWN. W CART CORN" AMERICANAYE -14 3;4'OIP ®16" N \)2 `, 38 \ ,op -I ,21 to. 1 14" 2' -��,1OAK OAK OAK ��Yy24'\`f \ O. 1.OP N.C.D.O.T. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
\FLUSH 1.'AG \13 SOCK 2]"®\\ \ \ /bAN 35 \ 1 ® (9 (/ PINT 6 Sr '3.12" SOU • \50 --- ,,,��� 0.41AG OURCO CONSTRUCTION COMPANY,LLC 1.5"01P 01P OPEN IRON PIPE
S 1598P 79 '-W! LL / .OAKS\ p AL ANN FERGUSON WARD(1/2 INTREST) 20" OLD LOCUST, 1210 12" ` ., PIN:9578018527 0.4'AG oGm P.B. PLAT BOOK
\PIN O E5 POP OAK bAK \50U OAIZ \ �\ 1 16)y} 20\ OIL`E�.(TIP.)\ BROOKE T.FERCUSON 1 2 INTERS \SOU POST%RE P, ®k•P4, ®POP "l\ O.B.3466 PG.233SEE PG. PAGE
O.B.1 PG.!41 ® 18" 15"®``6 I \\2_Y�]K�/T�-28\` \ (SEE NOTE 8C)/T POP PIN P�" D.B.1085 PG(711 n -"-- �O K (TOPE) RE PIP'N \l2. C 240 PG CO 1/Y RB PINCHED
P.B. PINE
A-'' T.. ,6(/0d0AK 26"®
\1/ OAK Z PIN SOTEFLAGGED SOU \ \\PB.HOBS PG.41 D.B.99 PG 268 OAK 32" 18�\23",p \ P B / 193 / 0'4 AG SIN. PARCEL IOENIIFlER NUMBER
S - " \t4 OAK '\ \ \ PIP IRON PIPE
®15' (9 ZAK \ \ \ 2" ZONING:GHMU PIN \ \ \ A • 1 1 1\
\ \ 20�* \ \TY1-J 028" i <p \ ( 6 I POP POPLAR
O \`%e 1 2 RBC ®S2' Q POF AIM'PN� \ 14"®N \' AO RAVE \PIN \6'•J 1 f ACRES OAK 28'� \OAN OAK \ PIN / RB REBAR
�� J\ GARY CORN"OAK -" 16"®�3 ,i 2,le" PIN, PIq®PIN)\ • .25" 2•® \ \j8"Q SIN 25j$__\ 22" \ 09T. RBC REBAR&CAP
FLUSH 2" ®P0: I7' OAK -�\ FOP „ 18 e \22"®OAH (INCLUDES PASS•
ABLE OVERLAP AREA)®26M 18"® - •�.® ,. \ >
w� F OAK 6" \ ® \ PYN 1 �K �� <BAG R-OCW RIGHT-OF
PIPE
\AK •
HELD)09 .' E 1 12'0 (9s6"_ , ,AR- o -,20" v A v,,da v vv POP DW �� v 20\ __16",OAK �m
'i1 �^"SOU D� - 13P �I v \2'® v SOU SOURWOW
I G T H 12,, AK 28"® __ \ OA `POP \ ISAK Pop !1j'� I HEM \ / OURCO T LLC r.+_
•• 2v�i• \l8 22K® In,
L2.L31.L32 ® APPARENT 6- 15't$ / K// \ \ OAK.MaSOU \\ 25" OAK® L
POSSIBLE OVERLAP AREA N I
8485
Q 187 t SQ.FEET . Pa;® 2}� PGP V 6'®i f 7 s• ) A 6' \ 2r
iA�A OAK 1�18' ( ) D.B.94 PG 33 \ PIN � \ / J PIN \22" OAK SIN \
Y� PIN SOIL TEST FIT t \ SOU ® \ V A 24• OAK ]e
20 SEE NOTE 13 (LOTS 38&}9J -2--" 02. Y OIP / I 2.. may, 01
�L((�� •18'.. 19 ,,,..733,
A N��PIN 2 I]" H 4 t\ / . �12"ISHED / \ SHED C`6• PIN
A. ,'^\'1' D.B.D. 466 PG 3
�"CI4 •t�bay Y FI OAK an .l Ern o.b'AG / d " "d8 0 v`.PI `r P.B. SEE Pc 3193
u•s� TIE "�PN 9't9 pp,2O" v�SAt PgN®�ysou, 2•® �16" �@1a. s WP1N1. via"26 I i®16"POP Po 5 'POP w 20/�0
L32
0 Oi�f 8K 50AK 22 ,A . POPi®PIN Ze -vdAK ®t� PIN®\vv4AO K HEM ] C• / / vv,30'�r U x12= i .0 ,/ P ®12"A 22'td 7 12 \ U A 2/
•B• 4; PI ii:3„„s
28" i 4 25' 15"®. \ 5" 1\\ 20'®/..., - GRrAVEL DRIVE OA A, \ 1
•� o^.. 1 COP �7 OAK sou OAK v PINS •vwPz:®®I A / -�___T- '.© s1EPs��, oAK oA��P Iry OAK 2.. "v.aFNv
}/0.�4'OIP ,'1---',!. 'o '= z i�®12" PN oq 2" `V� ®p 1 / G'' I ` rn. S'24" ) �1" sou 2� C,16 • 1soIP
I16"� OAK.1 ®Av 3"oA!.42,3A OP (®OAK PORCH��' 1 ( ) 26'Y� \1W® OAKPIN , 14 ,�pOP I LIyJ6(9\ \ \\ 20" \// \ 34" 1 2 POP �0"AK \ T1®REMAINS OF SSi " O ) OAK jT4' ®12' POP_ �� 18"� -� DEPRESSION 1 \15'�'-�\ ''' 1/ \ RD\ I 1 ® 2 ®aAK;) ®p•K ��\ 0.4•AGOAKQ1• PI iH TONE \POP,\ K `T` }OOLDWOODEN l9 1� C \ WAS \ \POST ��Q� 24' P10N® 12 �� 24� OAKPOP SbU`l9\2c1- \\ \2T \ %OYUf1 \ \ \ 33' i IN 28't°y>-�vo OAK T\��i'\� TM 1 LINE LEGEND
'O •?n OAK v 1e"6) 1}"OAK,,qq�� / v DaR 1 P6"® `al" 19'� vvssSSX., H \\ OA 3 K. 28 650,2 PORATI I_I OA I/ \ DROO URES.OA UNO OAKI DECK OP1 ®OAK 12'� 2:14T,
PIN�AK� \ ASS T VEHICLE. iIBOUNDARY LINE(SURVEYED)
S ba'P A'•� 6 AK 16' irOP-2T90\oA NE N /// ��������'''"' P DEED/PLAT LINE•.. 4OAK 155 15 AREA 25" AP �/ \ 26"�. 2' PIN® O
C F BM • PIN/9A ,,� 4® 1 \\ ;I7® : NOTFLA..EO 22" ,,�� i, OP ,PRESLRNT IE NATURE }3 REMAINS \\ >),\2130_O�q•• 12-Y',m 22 „1 2 / (SEE NOTE 8�.OP• \��9®/e/ \\ 3" EAEME N \\ __OAK OF SHED 20' \®1 o" ( (NOT SURVEYED)
SEWER STRUCTURE TABLE STORM WATER STRUCTURE TABLE 5���H DA22 ui;p OAK �6 )\� 1 \ I� 25' PD ` AK -GRAlE:2142.1' � • . OTS®20P /15"® tY'P �I(J� W15' DIN_OAK /�/ 1 \� \ \ AK \ \ �18••_ �.• ) I _- RIGHT-OF-WAY
r>� z FPiN.vf.� M oA AK ,°.p.S1LYY x'&A 1 aoP,AM�°A OAKv OAK v ,&za" 2L� v`O�-
❑4 NIwRT26N62118.6'(8'PVC) FLOW:2141.9' \�.: 'J SIN 1 �Lf.�A NA- _ OAK 12 O° �•®�MAP�6 ( 12\+'13"1 �24' \ 20®\ \ OAkPO Ire PS,,•qK 0.1•AG oU OVERHEAD UTILITY LINE
INVERT 121,119.8'(8"PVC) O INVERT N:2139.2'6(18'HOPE) WV 6. GHTE -.,'OAK OAK 1\ / 30, ®PINS/, OP®NO" 12"\ ) HC \ \ ®16yOAK 34Q Q1 AKOD. "INVERT OUT:2118.6'(8"PVC) INVERT OUT 28 5(18'HDPE) • 0 (SEE NOTE1 "14•� 32'+(\ `IB" \ \ \ ®16, \, Yg1 5 22'tt��1P "OE12'®114' AY}. Z2 CONC.\ I -SS-Ss SANITARY SEWER LINE
'Lt O'• • bA POP�y14/ POPS _REMAINS OF\ \� \ \ \\ /\ POP OAK 1 5 OAK ®�5"K TRASERL t5 j E N _ DUMPSTER cl5 -
RIM,2124.1' GRATE:2131.4' 0 • I-_ \ PN®¢i ,6 13K 20 P 00 80UNDAnON sU INC \\ 2]K® POP/ 50®27� ®CJ" 11 18'(�Y P8 ®PIN .FENCE.A p ONG \ \- %�)\ ,/,/..
STORM WATER PIPE
PSd lB� PIN PAD
• INKRT 18.25(8'PVC) FLOW 2 3.2' gyp/ AV s. J A
INKRT N.21182'(8'PVC) O INVERT IN.2128.7'(18'HDPE) \ S•y. \ 4
0 K OAK�B /� 40'Y� 18C® \ \ \ • \\ \ SOAK\\ I \j,O (2 OAK\ so OAK M µ''.4 5s I APPROXIMATE LOCATION SETBACK
INVERT OUT.2117.95(8"DIP) INVERT OUT:2128.55'(18"HDPE) • 12'\40") \ \ ®22" I HIC ®zOP H2 °221;IN
13" ® 22"O \ \ ( OF NORTHWESTERN MOST - MAJOR CONTOUR
SJ. F'�• OAK® \ \ \ \\� \\QAK ''•
®15" l C9 Y I O CORNER OF LOT 6 PER
RIM:2122.3' GRATE:2125.35' • 26 \.D.B.164 PG.137 \\ \ \ 1 ®\ HEM '1-'•
. pA� 5 G Y F0 E"V P.B.B PG TOTS.
O INVERT IN:2117.1'e(8"DIP) FLOW:2125.15' I 1 CHE \, 1 OAK \A SW 6" P•� p \ I (SEE NOTE 10)
OO INVERT IN 2122 H EDGE OF \ \/ �25" /(1q E \ MINOR CONTOUR
ASPHALT W PIN I CONC.SIDEWALK \ \ \ '11
INVERT OUT:2116.5'(8"DIP) .7'(2" DPE) S W 12"® 094\ 13" 12" 56-
PAVEMENT _ .y AP.AA \ ®24K OA ® OAK\ \® - BRUCE M.TY1E& I -sB STREAM BUFFER
•
❑ GRAE:2128.5' m �' \0 \ CH 0E FGG® \ n �'IN\ \ \ �7 21" ANCT M.tth
4 RIM 2121.4' 4 INVERT OUT:2122.4'48'HDPE • •,•_D \14�1 1 7 \ \ \\ P4 2" POP 7 1 O1D 41RACT •OAT.®®I7 \® 04fi 1-' .' i D.B.PIN:95780,171 SEE ALSO OF NORIMATE LOCATION -2,-TB- TOP OF CREEK BANK
() ) �•'\ 15"® \\ G R A S S \I I\INOAK�. 32"® LINE(PIP.)PIN �1880 bW POP`bAK� / \ P.B. .R GB pG2(BENT A) 0 3 BLIP OF GARDEN L MARGIN
71'
t4y1 \ 112- / 16" ro Oq\ OF GARDEN LANE PER EDGE OF WATER
INVERT IN:2116.15(8"DIP `f OAK i \
O INVERT W6.5' E5(24 HDPE) `®
k+. OAK• PLAT SLIDE 13193
•Y \_ � w; \ 024' ® \\ / EASEMENT(AS NOTED)
7.15'
C 6 Gr� (�\OAK OAK LOCH 1 `6LA N OAK \ 19,®
❑ INVERT 00, GRATE:2126.6' 0 2 ,. �,111" 1', m \\\\ \�/ /N OP 29'� 8"® `®2M 22®\POP 2JAP2NrP'. I o 0 o FENCE(AS NOTED)
1 ! 18'RCP:2124.75'(15"RCP) tJ Ll S'K ) ® K\ Q, (SEE NOTE 10J
POP
AVERT IN:2920.6'(B'PVC) O INVERT IN m'� A ptr_ �, 13 1' m \ L % PIN OP OA 23 8 9 3 71"OIP TIE LINE ONLY
INVERT WT:2120.4'(8'PVC) INVERT OUi:2124.65'(18'RCP) 6.Z,�� j?'f� \ � \ \ ) \\ POp !3� /1• FLUSH -„-.,_,._.,_
RIM:2139.45' O INVERT:2121.6• \ 'I 9 H 9
© INVERT Irv:l3sa'(6•Pvc) 0�2 \\\. cHE \ 1/ /PI �e' 2"® 1 K SOAK®
INVERT WT:2133.0'(8"PVC) O 24"RCP INVERT:2120.1' `F &;� (9. \\ \ \/ / ?\ DAK®24" ` EDGE OF WETLAND(PER CLEARWAIER OELINIATION)
A \ / / OAK �1 8 O \ I -UGC(E)-UGG(E} UNDERGROUND GAS LINE
RIM:2143.75' CRAlE:2126.5' \ ��- Y ` / M Oq
❑T INVERT IN:2138.0'758"Pw�L O INVERT 0121 2121.05'(24"RCP) \/ / �®I6 'OAK 5I 18
/ (TRACED PER DOMINION ENERGY EXHIBIT)
O 24 RCP INVERT:2117.75' J �� OAK 26'� Y /0// 6 'Xi POP \ I (NmDERGROUNO WATER LINE )
INVERT OUT2137. (e"P ) 0��‘\�\ \ I/ OAK �15.K I �` -W(E)-W(E)-
RIM:2141.25' ,BSA a O•K 1 1 '/ '1 OAK O.B.94 PG.339 \ �16' 3/4"OIP CEO PER CITY OF HENDERSONVILLE E%HABIT
❑e iNKRi IN:14.05'(8"Pw) �HBu\ 12 \ '�/\ OAK OAK 19" (LOT 45) OAK \ 1/p 0.6'AG
KRT ouTv33.a'(e•Pw) \ :2140a ` '\ 1 / /OAK ®13' 19'® PI °01a"® vov/ I (NOT HELD) \IM:22140.8' L �\ EM PIN I / / 300AKOAK 12"I1) If, / 084'WEST\13" S" I/ / „\ PIN AKOF LINE
O :NVE :23.3'(e"PVC) \ �y �\ 1 AHEM ®I6' ''VEST OUT13305'(8"PVC) r l\C �P•P 7::::,MOA �9-•\ 6RIM:2134.4' J ' ��•"� // -f4 SIN ®24 OAK 'OAK----'-, i \\'N // \F`
1❑e INKRT IN:2125.8'(8'Pw) \ O p /•q•HEM PIN `M16 I
INKRT OUT:212s.6'(8"PVC) X OP
♦ de•AK�'21\ OAK oA,,-1„ �Pdz - D R v E
OINVERT N0 I--I
INVERT OUT:2124.75'e(8'PVC) L°I x 4\ IS: PIN 8 Ot
( PVC) STONE WALL \ r 2>� \ .nn2M1FOP M \
W1T1 COLUMNS / \ \ .POP „ OAK ��'I KJ
1❑S NIKRT N12123.95'(8"PVC) +\` Y 1 .d¢°OA 22' � ° a cNRlsioPNER BRINsoN& TOPOGRAPHIC SURVEY
INKRT WT:2123.8'(8'Pw) \•`,s GUT \®b2'K P 13'u S EPNA8957801RINSON \ For
RE \
RIM:2126.35' CURB ELT `, f1N PIN SIN Q 1.P\'
0 INKRT IN:21Y0.55'(8"PVC) pL\ \2 8• 4® Z D.B.1639 PG.292 LOCK 7 DEVELOPMENT
e_D SPIN,15 \ LINE TABLE Located at: 1202 Greenville Highway
H, 22'BENCHMARK
o\ 6.F`,y bg,67y,yp LINE BEARING DISTANCE REFERENCES
Jkfi, �� E97o404.17 sv'Eac, LI 55'38'36"E 6.73' D.B. 1085 PG. 711
t 22' OR EL:2144.83' P�.�� 01P L2 55'38'36"E 123.72'
IP \ '8 • 14" eQpP o0.3'AG L3 55'59'16"E 118.99' D.B. 1085 PG. 709
JOSHUA R.HODGES,CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MT DIRECT AND ASPHALT \iS C L4 54'02'57"E 99.94' D.B. 735 PG. 885
RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE UNDER MT SUPERVISION;THAT THIS CURB L5 55'51'01"E 4.68'
GROUND SURVEY WAS PERFORMED AT THE 95 PERCENT CONFIDENCE LEVEL TO MEET FEDERAL "\p�• D.B. 735 PG. 881
GEOGRAPHIC DATA COMMITTEE STANDARDS;THAT THIS SURVEY WAS PERFORMED TO MEET THE \ / L6 55'51'01"E 35.20'
REQUIREMENTS FOR A TOPocPPUCHELD NIMETRIC SURVEY TO THE ACCURACY OF CLASS AA AND BO%COM. F'♦ L7 55'51'01"E 58.94' RECORD OWNERS:
KRTCAL ACCURACY WHEN APPLICABLE TO THE CLASS C STANDARD(21 NCAC 56.1606);THAT OU / L8 55'12'11"E 103.59' ANN FERGUSON WARD &
THE SURVEY WAS COMPLETED ON t2/t/2022;AND ALL ELEVATIONS ARE BASED ON NAVE 88. L9 55'12'11"E 8.26' BROOKE T. FERGUSON
1 JOSHUA R.HODC£S.CERTFY THS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL CPS SURVEY L10 35'09'17'E 54.76'
MADE UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY % L11 43'07'20"E 68.91' PIN: 9578013440
HORIZONTAL POSITIONAL ACCURACY:1cm • / L12 43'07'20"E 38.69' City of Hendersonville
VERTICAL POSITIONAL 000LRUCr.2cm L13 43'07'20"E 407.09'
TYPE OF GNSS FIELD PROCEDURE:STATIC(POST-PROCESSED USING TRIMBLE BUSINESS CENTER) ,� L14 55'37'40"W 33903' Henderson County, N.C.
DATE OF SURVEY:OCTOBER.18TH 2O22 % / L15 54'50'15"W 339.83' Date: December 1st, 2022 Drawn by JR RC JH
w HORIZONTAL DATUM/EPOCH:NAD 83(2011)EPOCH 2O10 ♦\ / L16 39'02'21"W 101.11' Job #22274
L17 47'02.21"W 40.00.
'-. Fl%EDLCONIRWM NCGS CARS STATION'ACHE" `` � LI8 4702.21"W 194.62'
LOCALIZATION MODEL:
POINT:N:581462.54 E 060030.17 % ED HOLMES
GEOID MODEL:GE01018 L20 43'07'20"E 135.10'
0.999776015
N T \ V i D...
L21 05'42'5"E 122.50' BC ASSOCIATES
COMBINED GRID FACTOR:
UNITS:U.S.SURVEY FEE
L22 OS'42'SS"W 122.50'
WITNESS MY ORIGINAL SIGNATURE,LICENSE NUMBER AND SEAL \ / L23 06'41'25"W 7.50'
ry A L24 05'47'22"W 101.17' LAND a U P- V a Y O 6 a , Y A
°w 1,,,,, •w,,. V L25 67'46'31"w 112.04' Joshua R. Hodges, PLS L-5304
.r1 f L26 67'51'29"W 129.78'
% THIS 000 December 06,zozz _�- •w��/� \ V L27 27'24'45"E 238.88' 200 Ridgefield Ct. Ste. 208 Asheville, NC 28806
pFESsb,;9%� Lze ss•oe'o4"W 330.35' Company Licensure # C-2806
(J kuo.R.Nothe, a'SEAL 7 \ / L390 43'24.29"E 272.25' 828.225.6562
`C L30 54'35'31"E 334.2
• L-5304 / L31 54'23'15"W 123.13' jhodges®edholmessurveying.com
▪ G L32 47'08'15"W 2.77'
n PROFFESIONAL LAND SURVEYOR Q ej.OsUIc•I_,o, 4/1
L33 4T08'15"W 119.02' Q• rjOl 100• 15()•
LICENSE d L-5304 .41 ,0s• ° NAILFLUSH L34 04'30'58"E 35.92'
, R.N�
SCALE 1
N:JOBS21228 150 WESTSIDE DRIVE22274-TOAD&TREES.DWG
=50 D22-126
\ \ \DWG\
I1 7.13.51.13AAAH72.27.070AEIF58471.E02 FTOHTEFE