NCC240868_Site Plan or Location Map_20240326

CP IN IQI n
CENTERLINE OF ' 1 j
D
NOTES: A PORTION OF THIS PROPERTY IS LOCATED IN A F.E.M.A. 100 BAREFOOT RD. �► j
1. AREA BY COORDINATE CALCULATION. YEAR FLOOD HAZARD AREA. REFERENCE: F.E.M.A. COMMUNITY • D
PANEL NO. 3720158600K & PANEL NO. 3720156600K ! 1.�_N8°32'04"W
2. PROPERTY IS SUBJECT TO ALL EASEMENTS ► -<
EFFECTIVE DATE: 6 20 2018 SEE INSET FOR zi
625.05' BAREFOOT
AND RIGHT-OF-WAYS OF RECORD PRIOR TO THE DATE OF CONTINUATION CP 1 RD. Do
THIS SURVEY. OF GRAVEL — — — — —
m D
3. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES, DRIVEWAY/EASEMENT i rK"m
UNLESS NOTED OTHERWISE -,v
NOTE: 30.0 --i I
4. THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND NO DETERMINATION HAS BEEN MADE I I
PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH BY THE SURVEYOR AS TO THE 0 2,
NORTH CAROLINA STANDARDS, GS47-30, AND REQUIREMENTS EXISTENCE OF THE FOLLOWING. ! I CENTERLINE OF F'A ��
OF LAW, BUT A NORTH CAROLINA LICENSED ATTORNEY-AT-LAW i 0 30' ACCESS EASEMENT J� ��
SHOULD BE CONSULTED REGARDING CORRECT OWNERSHIP, A (PER P.B. 74, PG. 437) y Q ? �O
- UNDER GROUND UTILITIES •i D Aj
WIDTH AND OWNERSHIP OF EASEMENTS AND OTHER TITLE - UNDER GROUND STORAGE FACILITIES i A AO °G
QUESTIONS REVEALED BY A TITLE EXAMINATION. - CEMETERIES OR BURIAL GROUNDS i 111) yo
5. DASHED LINES REPRESENT LINES NOT SURVEYED BY THIS OFFICE. - WETLANDS !
6. NO GRID MONUMENT FOUND WITHIN 2000' OF PROPERTY. - FLOOD HAZARD SOILS i A
f N2°11'S6"W
- STREAM BUFFERS i<• 746.50'
- HAZARDOUS WASTES I
. , I II VICINITY MAP (NTS)
Ir
YY`�� I I 30.0'---! I
ao
N/F � •aa°'a I I N/F ►
WILLIE A. WEST & z CO a o 0o I STONE CREEKN/FFARMS, LLC. I STONE CREEK FARMS, LLC. I I BgREF00T RD.
JOYCE H. WEST Z coo PIN: 158600-05-3644 !
o v1 rn I PIN: 158600-06-0076 P.B. 77, PG. 366 N89°54'26"E I I N89°51'50"E 6�' PUBLIC R/W
PIN: 1 576 00-85-81 40 Iri D.B. 4223, PG. 230
P.B. 92, PG. 146 L� D.B. 4176, PG. 632 N89°42'01"E i I W W
Q • 560.02' 5.91' R/
D.B. 6118, PG. 470 w _z (TIE LINE) 148.08' R/W ---- EOP
a I I (TIE LINE) I EOP . EOP
I I EOP - al— —R/W
S89°02'43"E 735.46' EIR %"I S89°11'58"E EIR % R/W OHE ! 24" CONCRETE
ii
GRAVEL DRIVEWAY � CP „ PIPE
EIR-GUM POINTERS + _ _ _ _ _ EIP 1" EIP-1"
CONTROL CORNER DIRT PATH 305.13o'� E ._._._._._._._._._.—._._._._._
NCGS GRID COORDINATES EASEMENT
N:565362.6032' j CENTERLINE OF
E:2179094.5325' 0 0 30' ACCESS EASEMENT
NAD '83 O m (PER P.B. 74, PG. 437)
0
�� = I. I N8°32'04"W
"�J 3Q °' 0 625.05'
TRACT 2 0I
PIN: 157600-94-6480 q ! N/F p +_....1
51.96 ACRES of .w ELA, LLC. 30.0 1I
r CPI i. o PIN: 158600-04-4899 j
CQ a 0 'AV; P.B. 74, PG. 437 �t 1g
00 ,_ oo Zj N D.B. 5057, PG. 342 t, 1.1 T"
fn -4►`^ 0)
NI o TI
1CO j w
1 GRAVEL W I
N/F ---I jl DRIVEWAY CPCo "I'�
WILLIE A. WEST & I
JOYCE H. WEST 1I 0 1 N2°11'56"W
PIN: 157600-84-8730 -- I ► z p 746.50'
P.B. 92, PG. 146 PROPOSED ► N89°51'50"E
D.B. 5822, PG. 203 r---I BUILDINGS n 1 I
I
I I cork. I j 5.91' I
1 i__ ON' \ ► 12" CORRUGATED
I �8 1 I PLASTIC PIPE CP
--! j INSET EIP 1'
\\�—EXISTINGL._ \j
RIP RAP ELECTRIC APPROXIMATE
G1� - BOX 1 SEPTIC FIELD 0
1 .
W 1
CO
0 EIR FIGURE 2: Site Survey
EIR %"
jk .I, �cr nNc S78.18 3 „
P .cNce (,) 1 465 3 E CP West Farms Wood Products
Z W 0 0 ■CONC.69' Iiy1 1683 Barefoot Road
.I' .I' Si' Si' \l' LO .%• :*. GRAVEL Newton Grove, NC
CA -P ►'t
Si' 'l' •I, •I, 'l' 'l' Si' 1.0 CA 1
N.. DATE: October, 2023 PROJECT NO. : 268922
N N 'V 'V N Si' II WETLANDS DELINEATED BY m1iJ1 `I SAGE ECOLOGICAL SERVICES. `i .. I' OHE� LEAF ENVIRONMENTAL
WETLANDS SHOWN ON THIS ��
4, 4, Si, PLAT USING WETLAND FLAGS Si' Si' Sc ENGINEERING, P.C.
THAT WERE FIELD LOCATED AND WELL BA -.00M
J, Si' CADEDRCAD A NOT PROVIALL WETLAND Si'DED BY 1 J, GRAVEL 1426 E. NC HWY 54, S T E C
EIP 2"-PINE FLAGS WERE FIELD LOCATED. 11P DURHAM, NC 27713
iiiiimo LICENSE No. C-41 D4
POINTERS Si' Si' Si' Si' Si' Si' Si' 'l'
— ♦ CON w e-
•1' '1, '1' Ni/ •' s L' CO
i SC to
N/F W .l 'V 'V 'V Si' r �,
FRANCISCO VALADEZ JR. c) 1 J BUILDING q
PIN: 157600-83-7644 I. .y 50' NEUSE RIVER 1 I J m
D.B. 5408, PG. 453 ZD RIPARIAN BUFFER �- N/F
CA RIDGE
00 'V .1, `1, . , PROPOSED? i ROBERT8 0F. -1EL -189
(" BUILDING PIN: 158600-13-1896
iN Z �y ADDITION � N o D BB 3236,PG.PG.226
233
'l' J, .1. .l sir
P CA
4, ,FpQ\ Soo. N d''�,,,x- ,
i�Y;po \ NI' SI' `I/ fps 0 ,0(.."..., �'\
\,\ N. 609 61, CP TRACT 1 REFERENCES
�� I l w .I, l w l , "W _.
`\ 51g°'JO 0so
0 PIN: 158600-03-5940 1. D.B. 6283, PG. 834 (SOURCE OF TITLE)
`\ �' CP 7.76 ACRES 2. P.B. 62, PG. 326
LINE TABLE \ ,.�\ .I, .I's \ .fr !`e .l w .`(,,, r .fr .l CV
3. P.B. 74, PG. 437
`\ ` ` +\w �e0,,�'0, ( A/ - 4. ALL DEEDS AND MAPS SHOWN
s‘ZLINE # BEARING I LENGTH
� '- ON THIS
.I' .I' Si' �� •l' •l' ,l'• / lj W• . •l .l 5. JOHNSTON COUNTY G.I.S. INFO.
L1 S13° 28' 28"E 134.73 ��`\ lsfr �, ^tij ,h l l .l �`-,o,,,� �+� '°� ,i,
L2 N35° 35' 50"W 126.17 Z,0 ` •\ `(' `(' ` �, `( C� ' LEGEND
„ 1\ � \ sl' `(' C `14PPROXIM,4TE 100 YeAR `1' `1' `l' `Io EIP •= EXISTING IRON PIPE
L3 N52° 08' 54 W 323.05 Z� �\ F.E.M.A FLOOD LINE r7
•l, •l, •1' Si' .l, •1 .l, •1/ •1' 1 EIR •= EXISTING IRON ROD
, TRACT 3 p ECS•= EXISTING COTTON SPIKE
L4 N 54° 30' 30"W 91.76 \Z .I' 4, 4, .I' .I' W W .I' 4, 4, Q
PIN: 1 58600-03-21 72 z CP Q = CALCULATED POINT
L5 N57° 17' 05"W 582.41 ECS'\ �- .v .v w .v `I/ 14.14 ACRES 1' `I' _ (NOT FOUND OR SET)
\ ix R/W = RIGHT-OF-WAY
\ `\ 'V 'V 'V 'V 'V 'V 'V o Z N/F = NOW OR FORMERLY
L6 N56° 16' 13"W 81.50 F� \+�: ,
6 O '\oe ; \ •l, .I, \I, \I, Si' Si' \I, .l' p EOP = EDGE OF PAVEMENT
L7 N55° 02' 44"W 147.90 A�/Q^ `\ BLDG. = BUILDING
1 �e u� \�S `\ CP ��� CONC. = CONCRETE
\sl, v SC = STORAGE CONTAINER
L8 N53° 43' 51"W 83.85 /c /QO '\,N,.,�s\y �, �, 1:-.0 Z ® = ELECTRIC VAULT
L9 N52° 01' 22"W 83.64 \` ��'''� \
Gf/ ` �x• .1, si, si, OT = TELEPHONE PEDESTAL
L10 N49° 46' 19"W 99.05 'V 'V EIR %" ® = SEPTIC CLEAN OUT
zSl � ) = POWER POLE
L11 N48° 21' 59"W 310.00 ` (Il OHE = OVERHEAD ELECTRIC LINE
` \_ .I .( N CA .1, .1, = WETLANDS
I, Herbert H. Proctor Jr., certify that this survey is of an existing parcel or .�J \ o P —► .I.
parcels of land and does not create a new street or change an existing street. 1�' `I' `I' N I
,' ' .1' Vfl 50' NEUSE RIVER GRAPHIC SCALE
I, Herbert H. Proctor Jr., certify that this plat was drawn under my supervision from \ 0RIPARIAN BUFFER
an actual survey performed under my supervision (deed description recorded in Book - c3 200 0 100 200
628a_, Page ,34_; that the boundaries not surveyed are clearly indicated as drawn �� ��1' b J
from references noted on said map ; that the ratio of precision as calculated is 1: o EIP O
`�� "' (TOP OF
10,000 ; that the Global Positioning System (GPS) survey and the following information N80° — :ANK)
was used to perform the GPS survey: \ 1828 19 I4/ ( IN FEET )
1`,I III I I,,,,,,,, ' ,� `°.� \ 0.54, , , ,
Class of survey "A" ,s� CARp '',, \ 40 N/F 1 inch = 200 ft.
Positional accuracy 0.10' Q4 ESS/0 L'44//; -A WILLIAM J. WEST &
pF SHANNON WEST
Type of GPS field procedure: VRS (NC) Q� �'q<, `� - ¢ = PIN: 158600-11-1976
Dates of survey: 05/01/2023 TO 06/02/2023 = _ o P.B. 97, PG. 294
Datum/Epoch: NAD83 (CONUS) _ SEAL - D.B. 6422, PG. 65 BOUNDARY SURVEY/SITE PLAN FOR
Published/Fixed-control use: NC GNSS RTN �' L-3621
Geoid model: Geoid 12A (Conus) <9 I STEWART—PROCTOR PLLC
Combined grid factors : 0.99986996 �',��' �� suRVE���`S� .` ENGINEERING and SURVEYING BLACKWOOD PURCHASER INC.
Units: US Surp FR LI M I N AR Y PLAT NOT //Y�,,e'� 13\ \\\\\ FIRM LICENSE # P-0148 BEING THE PROPERTIES STANDING IN THE NAME OF
That this plat wasl `L I a t S 47 0/�a ed. 1IIIIII11111 319 CHAPANOKE ROAD SUITE 1006 BLACKWOOD PURCHASER INC.
That this plat meet�lgleG• I s r0�11), OR TEL.EI9 9 779-1855GH, NC 3 FAX [phone] JOHNSTON COUNTY DEED BOOK 6283 PAGE 834 (SOURCE OF TITLE)
Witness my original signature and sell thidpyof CES___, 2023. / /
CON AN DATE 09 21 2023 SURVEYED BY RBJ JOB MEADOW TOWNSHIP NORTH CAROLINA
SCALE 1"=200' DRAWN BY JDW JOHNSTON COUNTY OWNER
Professional Land Surveyor L-3621 DWG. NO. PIN: 158600-03-5940 (TRACT 1)
BLACKWOOD ZONE: AR PIN: 157600-94-6480 (TRACT 2)
PIN: 158600-03-2172 (TRACT 3)