NCC242163_Site Plan or Location Map_20240718

._� CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF APPROVAL OF THE DESIGN AND INSTALLATION OF STREETS,UTILITIES AND OTHER
_ 'ale i-v+� REQUIRED IMPROVEMENTS
RHEEY STREET I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREON,
-`1I 1 WHICH IS LOCATED IN THE PLANNING JURISDICTION OF THE CITY OF LINCOLNTON AND THAT I I HEREBY CERTIFY THAT ALL STREETS,PUBLIC UTILITIES AND OTHER REQUIRED IMPROVEMENTS
HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY FREE CONSENT,ESTABLISH MINIMUM HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND ACCORDING TO NORTH CAROLINA,I BUILDING SETBACK LINES,AND DEDICATE ALL STREETS.WALKS.PARKS.AND OTHER SITES DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS IN THE CARPENTER FARMS
on
AND EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED.FURTHERMORE,I HEREBY DEDICATE SUBDIVISION OR AS OTHERWISE PROVIDED FOR IN THESE REGULATIONS,OR THAT GUARANTEES OF
ALL SANITARY SEWERS TO THE CITY OF LINCOLNTON,ALL STORM SEWER SYSTEMS TO THE THE INSTALLATION OF THE REQUIRED IMPROVEMENTS IN AN AMOUNT AND MANNER SATISFACTORY
IMCITY OF LINCOLNTON AND ALL WATER LINES TO THE CITY OF LINCOLNTON. TO THE CITY OF LINCOLNTON HAS BEEN RECEIVED,AND THAT THE FILING FEE FOR THIS PLAT,IN
THE AMOUNT OF$ HAS BEEN PAID.
N�
y� DATE OWNER ADMINISTRATOR DATE
r
POC C GRID
((�� NNCGS 'WHITENER"I NAD 83 2011)
Im __924.13'_____---V E:657,513.98 NCGS 361.12 AN" __ - _--
N:653,361.12 (TIE ONLY) SCALE:0.99988479
E: 1,326,590.22 ONLY)
r SCALE:0.99988385 I (NTS)
I
1n,- N
EAST MAIN STREET IJ
m (i
algaNZOIN
VICINITY MAP ' ,-,
I
NOT TO SCALE
NOW OR FORMERLY I NOW OR FORMERLY NOW LILY FORMERLY NOW OR FORMERLY
STEVEN ALLEN MOORE I LEWIS EDDIE SMITH LC YEE WILLIAM TRAVIS BARTER
PIN$3643061892 I PIN#3643061960 PIN#3643061967 PIN#3643071055
I 038/467 I POB 497/857 957/329 2276/416
I II NOW OR FORMERLY
I NET#5, REBAR )
I Naa6,2Ba.1 s K&T GROUP LLC
I E:1,327,559.83 \\\\� EX. 1/2"PIPE PIN2 2 85/0 711 41
L7 I EX.1" N:637,086.45 2285/531
EX. �" I EX.1" SOLID I
IRON E:1,340,221.53
IRON ROD ' 'PIPE L21 • L20 I I
L22
25'PERM SAN.SWR ESM T.
COMMON OPEN SPACE �N652m"W SET
R4
EX. 963nzs:oo'� v16,290.76 SFty v C R i78.SS ,s SS ss 9,: SS SS SS ss T a9s - - - - us y COI-
_ _ ` WM cc 30'�W
_ C' L27 L41 L44 � I
� L60 -asp �16 ' E%.AXLE ���I-R MMELEV=984.95
I � - . =� , � ---IS
�ILI , I NV OUT=977.15
I I L2 2,07,E ��% asp��tt_ --ffi���w s s
6 177.23' y- L84 - Ulm
I 1134.84 1008.66 1008.58 1p5Ft5p S 1058*a2 1008.34 006.2 1008.18 1008.95 1133.17 S2'20'40'W I =1 t5' L17
CIRCLE DRIVE I \ 0
6Ft 6F+ S`* 5F+ 6Ft65F+ 6F+ 3424 s.s3 SF± 1007.98
TOTAL zi, sr+ 100798SFt 10SF6L59 SF+ 1007.98 : 1
A nJ -JJ /� .98
1 LJ4JG6 7 8 9 9F3 1007.98rn
J SF} 100798SEA 1007.98 I12 13SF} 1007.98 1/� �� 5F} 1095.82 EX. ,"
T16 " SFt17 RQ m.0 �■ ,.■ v■ •I■ lliI■ . _,.. 18 9 ( Lib)L25 L29 L34 L37 L40 L43 19 20 sa.o.4a.E TOTAL '
EX CB r L2" • L52 I���.. �■�I. 13.42 I
- ..,‘4*
L56 •��.�' 8 519.28' �,,,��Tj/1�
L3 P �� L93 'Y� ' 9Q
W cP �\ , '''� - s7n,3E \ y `■ i n. ' L8a Q9 .+/ G'S I`� , ' 2, 15' .i L67 �7�
=1
W 1� �t5a�'a]"E : 15'PERM.WATERLINE El�SEMENf �J/ . '■lid , T. I
CC �WL 1, WL WL WL WL WL WL WL WL WL s;3t4 IIILIIIIhp �92 -- y k I
(/�r'I 0 •
I I I I G '�� N7n2',3"W 15'PERM.WATERLINE EASEMENT _ _ _ WA W Bib
� C10 �662,]y5,,
.2,Bp' WL •C �� u5
vo-
Z•Nm I C12 • VILLA LANE - - - , • :• S .• w� -o mow` �z,o (TOTAL)
Q D 4� R/W VARIES . • - •R2-,.16,E WL w� 6 ml� �
�`>"^ i n i . • ■ ■ ■ ■ ■ ■ . . . . - 1_ � ■ . • • • • • 129.7, _ - / r!/'
W I` 1 .� CP,J FCJ C4 'CP L10 �i • G6 CI' Y,��I
N -P SS
I I I RP \ G3 ,�r C5 V12 SS C7 VI
I L14
I ire, C2 ' ^ _•'- V SET rn _ _
rR ISOLID 4 I REBAR
3 8 P RO 13 / __
I rift,.
iftCOMMON OPEN SPACE --
.v -
L5 ,('( 9163.87 SF± I r=
I I 11(-MITP-E
UBLIC R/W
I /"9 L6 EX. 1"
LITTLE ST.
SOLID
LEX. W IRON I rtn
REBAR �� _ -
LEGEND I I I I o NOW OR FORMERLY I '
I =SIP(SET IRON PIN) I I" DELCO I LLC I I
#4 CAPPED REBAR I X Pw$3643o7ao89
0 =ElP(EX. IRON PIN) I I W 2272/155 N
AS DESCRIBED I I �� I
O=NO PHYSICAL CORNER SET NOW OR FORMERLY I
OR FOUND GRAYSTONE CAPITAL ASSETS LLC
c0=POWER POLE PINY 72/1525827 I
2272/152
Q=NCGS MONUMENT
=LINES NOT SURVEYED I 03
-TIE LINES
----=RIGHT OF WAY \ ERUIH
=PROPERTY LINE
V=988.36
FLOOD PLAIN NOTATION INV OUT=978.56
THERE ARE PORTIONS OF THIS PARCEL OF LAND r,"
AS SHOWN ON THIS PLAT THAT ARE LOCATED IN A
100-YEAR FLOOD PLAIN.
WATERSHED NOTATION 0
THE PARCELS OF LAND AS SHOWN ON THIS PLAT ARE
NOT LOCATED IN A WATERSHED PROTECTED AREA.
FINAL PLAT FOR:
LITHIA TOWNHOMES THIS IS TO CERTIFY THAT THIS SURVEY CREATES A
PLAT 1 OF 2 SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR
FEBRUARY 6,2024 MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES
PARCELS OF LAND
0.47 ACRES+IN 20 LOTS
0.58 ACRES}IN OPEN SPACE
0.596 ACRES+IN DEDICATED RIGHT OF WAY ./ e 4j .,
1.646 ACRES}TOTAL ✓u�/Y ^N'�+'"
AREA BY DOUBLE MERIDIAN DISTANCE SURVEYOR (/ L s2s6
LICENSE NUMBER
LINCOLN TON TOWNSHIP
LINCOLN COUNTY,NORTH CAROLNA CERTIFICATE OF APPROVAL FOR RECORDING
CERTIFICATE OF SURVEY AND ACCURACY:
OWNERS: PIEDMONT COMPANIES,INC. SURVEYED BY: MILES A.NUMBER
PLS.
LINCOLNTON,267IOSTMAIN
STREET28092 I,S MILES
VIS.WRIGHT,
AN ACTUAL CERTIFY
SURVEYTHIS
PLAT WAS MADE UNDERR MYVN SUPERVISION �ER MY
,`ZN 11C�4R,•,�' I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN FOUND TO COMPLY COUNTYSTATE O OF NORTH
LNCOLNCAROLINA WRIGHT &ASSOCIATES LICENSE NUMBER L5256
ZONING CLASS:PRD (DEED DESCRIPTION RECORDED IN BOOK 2141 PAGE 868,ETC.): O�°pEE55%pN°(/'/',�• THIS PLATH THE SHASIBEENN REGULATIONS AP ROVED BY OF THE CITY OF LINCOLNTON,NORTH CAROLINA AND THAT
N FOR 7K-�T ENGINEERS & SURVEYORS
PINp5:3643062994,3643073054,3643063886 THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS �S' 5'%' S. RECORDING IN THE LINCOLN COUNTY DEEDS OFFICE. I, REVIEW OFFICER OF BAR SCALE 1"=20' WRIGHT LICENSE# C-4053 DRAWN BY: MAW DATE: FEBRUARY 6,2024
DEED: 2141-868; 2951-476 INFORMATION FOUND IN BOOK PAGE 1 THAT THE RATIO OF ° SEAL LINCOLN COUNTY,CERTIFY THAT THE MAP OR PLAT
PRECISION AS CALCULATED IS 1:10,000+; THAT THIS PLAT WAS PREPARED IN E*8 °e*E TO WHICH THIS CERTIFICATION IS AFFIXED MEETS D_ 209 1ST AVE. SOUTH
1.THIS PROPERTY MAY BE SUBJECT TO EXISTING EASEMENTS AND/OR ACCORDANCE WITH G.S.47-30 AS AMENDED.WITNESS MY ORIGINAL SIGNATURE, . = L-5256 g ALL STATUATORY REQUIREMENTS FOR RECORDING C7�. APPROVED BY: MAW FILE: 1538-006
R/W'8,RECORDED OR UNRECORDED,OBSERVED OR UNOBSERVED,AND LICENSE NUMBER AND SEAL THIS DAY OF FEBRUARY,A.D.,2024. CONOVER, NC 28613
NOT SHOWN ON THIS PLAT. /{-�//J /) [//� '�°e',,°Rpeyo�,,,`. 0 10 20 0 ASSOCIATES
3.#42. 1S SURVEY REBAR SETSATASED EACHUPON CORNERISTING UNLESSYSICAL OTHERWISENCE NOTED ND OLD DEED /i'// A'1/MY' L-5256 ',,,....I 1*11.\.,,, ADMINISTRATOR DATE [phone] OFFICE SCALE: 1"=20'
4.SETBACKS: 30'FROM PROPERTY PERIMETER PROPERTY LINES SURVEYOR (/ LICENSE NUMBER REVIEW OFFICER
5.PROPERTIES SHALL BE SERVED BY PUBLIC WATER&SEWER REVISION:

Parcel Line Table Parcel Line Table Parcel Line Table Parcel Line Table Parcel Line Table
Line # Length Direction Line # Length Direction Line # Length Direction Line # Length Direction Line # Length Direction
L1 141.02 S7' 17' 29.84"E L21 72.51 S61 48' 12.43"E L41 16.00 S7' 16' 24.94"E L61 63.00 S87' 17' 29.76"E L81 63.00 S87' 17' 29.76"E
L2 93.55 N85° 10' 22.83"E L22 66.65 S81 10' 42.57"E L42 63.02 S82° 43' 35.06"W L62 16.00 N21 42' 30.24"E L82 8.12 S2' 42' 30.24"W
L3 8.00 N85° 10' 22.83"E L23 26.78 N82° 42' 30.24"E L43 16.00 N7° 17' 29.76"W L63 63.00 S87° 17' 29.76"E L83 16.00 N2° 42' 30.24"E
L4 64.88 N86° 20' 50.87"E L24 6.81 S7° 17' 25.98"E L44 16.00 S7' 16' 24.94"E L64 16.00 S2° 42' 30.24"W L84 16.00 S2° 42' 30.24"W
L5 12.79 N86' 20' 50.87"E L25 18.00 N7' 17' 29.76"W L45 63.01 S82° 43' 35.06"W L65 16.00 S2' 42' 30.24"W L85 63.00 N87° 17' 29.76"W
L6 216.34 N8' 05' 32.05"W L26 63.05 S82' 43' 35.06"W L46 16.00 N7° 17' 29.76"W L66 63.00 N87° 17' 29.76"W L86 16.00 N2° 42' 30.24"E
L7 18.00 N82° 42' 30.24"E L27 18.00 S7' 16' 24.94"E L47 16.00 S7' 16' 24.94"E L67 16.00 N2' 42' 30.24"E L87 6.73 N21 42' 30.24"E
L8 118.00 S7° 17' 29.76"E L28 63.04 S82' 43' 35.06"W L48 63.01 S82° 43' 35.06"W L68 16.00 N21 42' 30.24"E L88 13.15 N28° 17' 31.85'W
L9 17.92 N82' 42' 30.24"E L29 16.00 N7' 17' 29.76"W L49 16.00 N7° 17' 29.76"W L69 63.00 S87' 17' 29.76"E L89 56.23 S87' 17' 29.76"E
L10 102.28 N2' 42' 30.24"E L30 63.04 S82' 43' 35.06"W L50 16.01 S7' 16' 24.94"E L70 16.00 S2° 42' 30.24"W L90 18.00 S2° 42' 30.24"W
L11 218.06 N14' 14' 21.16"W L31 16.00 S7° 16' 24.94"E L51 63.00 S82° 43' 35.06"W L71 16.00 S2° 42' 30.24"W L91 17.87 S87° 17' 29.76"E
L12 34.81 S28° 17' 31.85"E L32 16.00 S7° 16' 24.94"E L52 16.01 N7° 17' 29.76"W L72 63.00 N87° 17' 29.76"W L92 32.73 N28° 17' 31.85"W
L13 2.87 N14' 14' 21.16"W L33 63.03 S82' 43' 35.06"W L53 17.99 57' 16' 24.94"E L73 16.00 N2° 42' 30.24"E L93 8.32 N8° 04' 45.72"W
L14 5.20 S80' 36' 25.28"W L34 16.00 N7' 17' 29.76"W L54 63.00 S82° 43' 35.06"W L74 16.00 S21 42' 30.24"W
L15 46.03 S80'36' 25.28"W L35 16.00 S7' 16' 24.94"E L55 17.99 N71 16' 53.91"W L75 63.00 S87' 17' 29.76"E
L16 26.76 S80° 37' 03.19"W L36 63.03 S82' 43' 35.06"W L56 4.59 N7° 19' 50.40"W L76 16.00 N21 42' 30.24"E
L17 57.93 S80° 57' 03.15"W L37 16.00 N7' 17' 29.76"W L57 1.75 N7° 17' 29.76"W L77 16.00 S2' 42' 30.24"W
L18 68.00 N14° 30' 00.00"W L38 16.00 S7° 16' 24.94"E L58 16.28 N2° 42' 30.24"E L78 63.00 N87° 17' 29.76"W
L19 24.08 N81° 35' 43.24"E L39 63.02 S82' 43' 35.06"W L59 63.30 S87° 17' 29.76"E L79 16.00 N2° 42' 30.24"E
L20 73.61 S8° 39' 13.00"E L40 16.00 N7' 17' 29.76"W L60 18.00 S2° 42' 30.24"W L80 16.00 S21 42' 30.24"W
Curve Table
Curve # Length Radius Delta Chord Direction Chord Length
C1 33.04 27.50 68.84 S35' 46' 54"E 31.09
C2 30.48 55.00 31.76 N17' 14' 24"W 30.09
C3 43.50 96.50 25.83 S20° 12' 17"E 43.13
C4 12.91 96.50 7.66 S1' 07' 23"E 12.90
C5 43.28 80.00 31.00 N12° 47' 31"W 42.76
C6 15.76 46.50 19.41 S18° 35' 05"E 15.68
C7 16.59 15.00 63.37 S22° 48' 27"W 15.76
C9 25.74 80.50 18.32 519° 07' 58"E 25.63
C10 21.66 46.50 26.68 N14' 57' 01"W 21.46
C11 6.44 132.50 2.79 S30° 51' 25"E 6.44
C12 49.71 27.56 103.35 N19° 25' 28"E 43.24
LEGEND
Q =SIP(SET IRON PIN)
#4 CAPPED REBAR
0 =ElP(EX. IRON PIN)
AS DESCRIBED
0=NO PHYSICAL CORNER SET
OR FOUND
'CID=POWER POLE
Q=NCOS MONUMENT
=LINES NOT SURVEYED
-TIE LINES
----=RIGHT OF WAY
=PROPERTY LINE
FLOOD PLAIN NOTATION
THERE ARE PORTIONS OF THIS PARCEL OF LAND
AS SHOWN ON THIS PLAT THAT ARE LOCATED IN A
100-YEAR FLOOD PLAIN.
WATERSHED NOTATION
THE PARCELS OF LAND AS SHOWN ON THIS PLAT ARE
NOT LOCATED IN A WATERSHED PROTECTED AREA.
FINAL PLAT FOR:
LITHIA TOWNHOMES
PLAT 2 OF 2
FEBRUARY 6,2024
0.47 ACRES+IN 20 LOTS
0.58 ACRES+IN OPEN SPACE
0.596 ACRES+IN DEDICATED RIGHT OF WAY
1.646 ACRES+TOTAL
AREA BY DOUBLE MERIDIAN DISTANCE
LINCOLNTON TOWNSHIP
LINCOLN COUNTY,NORTH CAROUNA
CERTIFICATE OF SURVEY AND ACCURACY:
OWNERS: PIEDMONT COMPANIES,INC. SURVEYED BY: MILES A.WRIGHT,PLS.
2671 EAST MAIN STREET I,MILES A.WRIGHT,CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY ����������//// STATE OF NORTH CAROLINA
LINCOLNTON,NC 28092 SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION •"'\H 6 ARp,, COUNTY OF LINCOLN WRIGHT &ASSOCIATES LICENSE NUMBER L5256
ZONING CLASS:PRD (DEED DESCRIPTION RECORDED IN BOOK 2051 PAGE 279,ETC.): :Off,FE.,6,04,��iG/i UIBDIVISIONS IS TO COF LAND TIFY HWITH NAT I THE AREA OFS SURVEY E A COUNTY OR WRIGHT
T ATES A ENGINEERS & SURVEYORS
PINS:3643062994,3643073054,3643063886 THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS e¢p 9�e9 i I, REVIEW OFFICER OF K 1■ _M ■ LICENSE# C-4053 DRAWN BY: MAW DATE: JANUARY 18,2024
INFORMATION FOUND IN BOOK PAGE THAT THE RATIO OF MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES LINCOLN COUNTY,CERTIFY THAT THE MAP OR PLAT 1� V 11 ii i
DEED: 2141-668; 2951-476 SEAL PARCELS OF LAND TO WHICH THIS CERTIFICATION IS AFFIXED MEETS 209 1ST AVE. SOUTH
1.THIS PROPERTY MAY BE SUBJECT TO EXISTING EASEMENTS AND/OR PRECISION E ITHCG.S.47 I3 1 A0,AMEN THAT THIS PLAT WAG PREPARED IN �*8 e*�
ACCORDANCE WITH G.S.47-30 AS AMENDED.WITNESS MY ORIGINAL SIGNATURE, L-5256 ALL STATUATORY REQUIREMENTS FOR RECORDING & APPROVED BY: MAW FILE: 1538-006
R/W'S,RECORDED OR UNRECORDED,OBSERVED OR UNOBSERVED,AND LICENSE NUMBER AND SEAL THIS 18TH DAY OF JANUARY ,AD.,2024. e` ////// CONOVER, NC 28613
NOT SHOWN ON THIS PLAT. 9"YO SURVEY ',�� ��4/ _ ASSOCIATES
2.THIS SURVEY IS BASED UPON EXISTING PYSICAL EVIDENCE AND OLD DEED / ,/ /) [//� i�,,�(,,oep°°°°="`'\GZ`�, SURVEYOR SCALE 1 =120'
3.#4 REBAR SET AT EACH CORNER UNLESS OTHERWISE NOTED /ir„/L�,9 ill, LY' L-5256 //III 111��,,,, LICENSE NUMBER [phone] OFFICE
4.SETBACKS: 30'FROM PROPERTY PERIMETER PROPERTY LINES SURVEYOR (/ LICENSE NUMBER REVIEW OFFICER
5.PROPERTIES SHALL BE SERVED BY PUBLIC WATER&SEWER REVISION: