SW5211201_Recorded Document_20240319 (2)

Page 1 of 1
CURVE TABLE CONTROL CORNER NEW PROPERTY LINE TABLE
CURVE LENGTH RADIUS BEARING CHORD N: 768,893.28 LINE _ LENGTH BEARING
Cl 215.10 1678.03 S 73'20'27" E 214.96 E: 2,243,763.54 NC
�
F C2 218.25 1774.95 S 73'02'27" E 218.11 METAL SPIKE 0 > 7 N1 112.69 S O'48.55" E
ZZh C3 24.94 1774.95 S 76'09'39" E 24.94 BASE OF TREE �60 PUBLIC R/w) N2 31.21 S 89'8'56" W
-1- L1 • EXISTING LINE TABLE
r, Nc - - _ - - - - - I au-- -oU---Y E1 E2 M PIPE 02' LINE PO
1" IRON L1 LENGTH 3_ BEARING
83'36'04" E
// W Ou �r BC C1 L2 73.51 5 80'17'05" E
N oU ou-` ,, 9 L2 L3 29.85 N 06'07'24" E
V 9jW aU 4 Q L4 31.69 $ 00'53'36" W
*SATES o ����I k I C`� L5 51.96 N 8515'42" w
z _ FERRELLS VOLUNTEER z t'tr w ou___`ou
u-___ c L6 89.17 S 01'51'11" E
i.i °� FIRE DEPARTMENT o q , ou---- C2 C ^
o DB 978, PG 355 0 1 ' - ou- --au--._��2 T
w PIN: 2746-00-38-6715 coo. i� �v z Q
a io ` \
IWELL z (XIn
1" PINCHED IRON i \ --. 1/2" IRON \ Ur
VICINITY MAP PIPE 0-3'BG w ; f^ Q PIPE 0.2'8G z
N ++
NOT TO SCALE 51 I I I O \ \
SHED PROPANE , ++ N.
2" IRON PIPE TANK„ ; EXISTING I cfl \ Z
0.3' BG rill ( 1 FRAME Y if
LEGEND and NOMENCLATURE S 84"31'41 ' WE I
148.55 I �`
SYMBOLS LINETYPES E �. ;
O Ex iron pipelrod or nail -X- Fence
❑ Ex.concrete monument -aU- Overhead utility 0 1/2 IRON 1
SHED� PIPE 0.1'BG -r") `\
le New iron pipe -W Water o r (}._ _ _ L5 ('J)
O Calculated point -SS- Sanitary sewer 4s: I . I (OLD o
LARRY KENT SANDERS � � P/L) `
Q Cable pedestal -SD- Storm drain ET AL DAD N `
1]T Telephone pedestal e ,
ID Electric pedestal ABBREVIATIONS DB 3092, PG 658 ,
1" IRON PIPE LOT
PIN: 2746-00-38-5609 '
0 Fiber-optic marker DB Deed Book E14 Or j 0.1 BC OLD AREA
Traffic signal box PB or BM Plet Book!Book of Maps _.,, - 0---gym ^ WELL 261,261 S.F. P
I El �/- t1in E16_- i i 6.00 AC. PHYLLIS A. &
Water meter PIL Property fine G C7---- 0
T 2
/ Ili
• Fire hydrant PG Page
i I>4 valve(water or gas) S.F Square feet 91
1' /> "1 E18 _41) (TOTAL TO CIL ROAD) o GEORGE P. SLEDGE
0 Sanitary sewer manhole AC. Acres 3" IRON PIPE J Z o 254,778 S.F. (n
Q Sanitary sewercleanout RAN Right-of-way 0.1' AC DB 1383, PG 110824
v r;l 0 5.85AC. PB 21, PG
H Storm curb inlet NCSR North Carolina State Route E6---- (NET OF R/W) PIN: 2746-00-48-1549
�- <5 "a CJt
l.
"'" ® Drainage inlet(w!grate} NCDOT North Carolina Dept.of Transportation m X (n
Well C/L Centerline �I �; N 89'00'18' W 244.77' 2" IRON PIPE 7o = NEW AREA
tO) Utilitypole EX. Existing �+, (OLD PROPERTY LINE) 0.3' BC r*1 m 216,991 S.F.
NEW VARIABLE WIDTH ES
Lamp post RCP Reinforced concrete pipe ..I
STORM WATER MANAGEMENT4.98 AC.
PVC Polyvinyl chloride pipe & ACCESS EASEMENT) ;� (EXISTING PARCEL) ..<
Signal pole I r OLD AREA r ca (NET OF RAN) 1/2" IRON
TBM Temporary benchmark Q 16,712 S.F.-0.3$ AC.
.L Guy wire ¢ 49,437 S.F. m •PIPE 0.2'BG
:,,,, ' -0- AG Above ground LINDA A. BRADFORD ! z PlN: 2746-00-3$-847f
• Sign posto 1.14 AC. L' 9517 NC 97 HWY. W
BC Below ground DB 2755, PG 444
PIN: 2746-00-38-4551 N. \ > NEW AREA
----0- E12 ^o - - ' 82 00 AC S &9 39 43
`6', (` PIN: 2746-00-38-7643 1 g I
NOTES: z 9555 NC 97 HWY. W. .O4>
o S 89'11'05" W 303.70' •1/2 IRON
1) All distances are horizontal ground distances in u.s.survey feet unless otherwise noted.
Area(s)computed by coordinate geometry. (NEW PROPERTY LINE) PIPE 0.2'AG
Ui
2) This survey does not include nor depict any environmental evaluations by this office. ..
C\"---------)j EASEMENT LINE TABLE
3) Field survey(s)performed August 24,2021. LINE LENGTH BEARING STEPHEN D. &
w
4) Surveyor has made no investigation or independent search for easements of record, El 22.44 S 83'36'4" £
ts, E2 20.00 S 83'36'4" £ KELLY D. FRAZIER
encumbrances,restrictive covenants,ownership title evidence or any other facts that an E3 13.78 S 6'23'56" w DB 1426, PG 162
accurate and current title search may disclose. cn I(WE)HEREBY CERTIFY THAT I AM(WE ARE)THE OVUNER(S)OF THE PROPERTY E4 24.71 S 3'19'30" w PIN: 2746-00-48-3413
SHOWN AND DESCRIBED HEREON,WHICH WAS CONVEYED TO ME(US)BY DEED E5 195.08 S O'54'55" E
4 5) The locations of underground utilities as shown hereon(if any)are based on aboveground RECORDED IN BOOK ,PAGE ,AND THAT SAID PROPERTY QUALIFIES E6 48.00 S 89'5'5" W
`a 0 AS AN EXCEPTION TO THE PROVISIONS OF THE NASH COUNTY UNIFIED E7 19.85 S 0'54'55" E
-'� structures and aboveground visual evidence. Locations of underground utilities/structures
may vary from location shown hereon.Additional buried utilities/structures may be -I DEVELOPMENT ORDINANCE. t , E8 5.00 N 89'5'5" E
utito s/structures excavations were made during the progress a#this survey to locate but#ed �� II# 110 11111111001111 I11011111 III E�p 23.550 SS''t\\' ,.,) ,... . ., ,. . 42'30'31" w
\i.ott. Doc ID. 009454740001 Type: CRP N 3615'13" w
6) Subject properties are not located within a special flood hazard zone per FEMA Flood N DAT •WNER Recorded: 03/21/2022 at 11:23:09 AM E12 28.25 S 89'5'5" W
Insurance Rate Map(FIRM)#3720274600J,effective date November 3,2004. W Fee Amt: $21.00 Page 1 of 1 E13 52.44 N 1 21'S6" W
N Nash County North Carolina E14� 15.21 N 88'20'32" E
7 The State Plane Coordinates for this project wereproduced with RTK GPS observations " Sandra D. Davis Register of Deeds E15 7.60 S 1'33'44" E
positionalaccuracy4 3 2 9 6 Ell 63.p0 N 89'S'S" E (N-
andprocessed usingthe North Carolina VRS network.The network ofthe DATE OWNER BK PG E17 14.15 S 112'34" E (NI
r_, derived positional information is±0.07'. E18 27.93 N 89'5'5" E ,`t}j
� - E19 175.82 N0'54'55' W p
HORIZONTAL DATUM=NAD 83(2011) , E20 25.99 N 3'19'30" E
I '`
A 8) Zoning: GC-CZ(General Commercial-Conditional Use) DATE s DIRECTOR OF PLANNING OR E21 14.32 N 6'23'56" E Cl)
GC Zoning Setbacks: AUTHORIZED REPRESENTATIVE
-Front=20 feet EASEMENT CURVE TABLE
Side=0 feet CURVE LENGTH RADIUS BEARING CHORD
iii Rear=0 feet EC1 40.84 26.00 N 44'5'5" E 36.77
*Whenever a lot in a nonresidential district has a common property line with a lot in a EC2 46.11 29.50 S 46'8'25" E 41.56
residential district and the property line setbacks for the residential district are greater than the EC3 46.19 29.50 S 43'29'13" w 41.61
nonresidential lot,then the lot in the nonresidential district shall be required to comply with the
zoning setback lines in the adjoining residential district. 2" IRON PIPE
-- 0.1' BC
qt.
Adjacent Zoning:R-30(Residential)R-30 Setbacks: N 87>44'42" W 652 18'
-Front=40 feet 1" IRON
-Side=15 feet
-Rear=30 feet i, BILL NEWTON REVIEW OFFICER OF NASH ROD 0.1 AG
a.,,,,.
COUNTY, CERTIFY THAT THE MAP OR PtAT TO AMBER G. &
WHICH THIS CERTIFICATION IS AI°FI M ERIK BRANTLEY \ LAURIE LAMM McVEY
STATUTORY 1J DB 2243, PG 95 \ DB 2654, PG 448 LAURIE LAMM McVEY
ALL PIN: 2746-00-38-6105 1 PIN: 2746-00-38-8059 PIN: 2746-00-47-1954
ORM.THIS SURVEY IS OF ANOTHER CATEGORY,SUCH AS THE RECOMBINATION OF EXISTING '
PARCELS,A COURT-ORDERED SURVEY OR OTHER EXCEPTION OR EXEMPTION TO THE ,,V i . . e t
DEFINITION OF SUBDIVISION
I, Justin L. Luther, certify that this plat was drawn under my supervision DATE REVIEW6'>$
from an actual survey made under my supervision from references as noted
on said plat; that the boundaries not surveyed are clearly indicated ds drawn
from information as indicated under references; that the ratio of precision or
positional accuracy as calculated is greater than 1:10,000; that this plat was ,���!!lrj,,,
prepared in accordance with G.S. 47-30 as amended. ♦�♦\�``•\(H CAROB�y' REFERENCES:
Witness myoriginal signature, license number and seal this ♦ Q',.• ""•. / i EXEMPT RECOMBINATION PLAT
day of , 2022. *°'OFEgg�Q4,•11 1- DEED BOOK 2921 , PAGE 21 5
iha ,:t • __ PROPERTIES OF N
' '"Q SEAL � � = PLAT BOOK 21 , PAGE 1 1 O N
U
3 ��' = = *OTHERS SHOWN HEREON I-'-I\
La��°7 - MORGAN PROPERTIES LLC Kiwi--
,
Professional Land Surve L-5107 r •!I* i3: 1 a
Sum,,,„.,. �`..• FERRELLS TOWNSHIP NASH COUNTY NORTH CAROLINA `CD w
0 ...�ii�r�IV L. 4V `♦♦
W �
/1►1f1llll0 50 25 0 50 100 O Q
NEWCOMBal land surveyors, pllc, 7008 Harps Mill Road, Ste. 105, Raleigh, NC 27615, [phone], NC License #P 0203 SCALE: 1 "=50' o W LI
Book: 43 Page: 296 Seq: 1