NCC214421_Site Plan or Location Map_20210803

W
Ow
H
~ 00
wo
ory
O�0-
a
QU)
zz
�w
Ow
wz
_°
�z
zw
a�
�w
w0
=m
�-
00
moo
j LL S2
Of Lu Lu2
W Lu
w1w
z
Of 0--
�r�
_°_
(Do�-
EE1=0
Jw�
!�II�� U
V O wp
Zcow
Z
—
OJ
ZDz
w—
(D W c9
Z0�
WOO
crz0
Jary
O0-
=
Qww
MCI
s cz
z o
0
z
REFERENCES:
PB 13, PG 25
DB 509, PG 340
DB 630, PG 635
DB 665, PG 530
DB 830, PG 460
DB 878, PG 204
DB 1581, PG 83
DB1891,PG160
DB 2096, PG 793
DB 3304, PG 585
DB 4202, PG 141
DB 4397, PG 907
DB 4397, PG 910
DB 4397, PG 915
DB 4397, PG 917
DB 4397, PG 913
DB 4397, PG 907
DB 4831, PG 104
DB 4819, PG 460
DB 4892, PG 323
DB 5048, PG 858
DB 5165, PG 480
DB 5193, PG 845
DB 5199, PG 897
DB 5252, PG 278
DB 5254, PG 942
DB 5231, PG 213
x-
IPF
ECM
IRS
PKF
CID
LINE SURVEYED
LINE NOT SURVEYED
FENCE
IRON PIPE FOUND
EXISTING CONCRETE MONUMENT
IRON REBAR SET
P.K. NAIL FOUND
COMPUTED POINT
N w
w
W z
J
W =
H
w Q
w
N/F I \
FRANCIS GREEN
PIN.261400-75-8847
DB N/A, PG N/A
1%
N/F
✓OEL L WILLIAMS
PIN.261411-76-0234
DB 1891, PG 160
PS 50, PG 158
S89°03'38"E 1068.83'
lPF
S88°51'32"E 4267
N/F
✓IMMIE D HAMMONDS
PIN.261415-74-3847
DB 4892, PG 323
N/F
lwz DONALD EARL CROCKER
w = GEORGE ALLEN CROCKER
= IcyPIN-261415-7J-4845
w < DB N/A, PG N/A
w
� I
.I
Po'90
N/F
DONALD EARL CROCKER
GEORGE ALLEN CROCKER
P1N.261415-73-4845
DB N/A, PG N/A
N70101 '31 IN
29.02' (TIE)
J
H
0
o
co
CV
W
60
M
0
z
ECM
S89004'41 "E
254.15' (TOTAL)
IRF 123.54' IPF 130.61' ECM sus
F
WETLAND
LIMITS
WETLAND AREA
687,436 SF
OR
15.781 AC
SVIF
I� EASTF.7.EL.DASSOC7ATESLI C
PLV 261400 84=4264
I3B5174, PC921
AREA O TSIDER1W.
4,724,261 SFOR10843'4AC
AREA LV-R/fY
66,697SPOR 15,70AC
TOTAL ARE,
4,790,898 SF OR J09984AC
\ EXISTING
\ 70' CP&L
RIGHT—OF—WAY
PER JOHNSTON
\ COUNTY G/S
IRS
69.04' N58 41 '42V 1"
�408.88'
N59'14'38'1N R=1439.66' ECM
93.20' 4= 024 47'40»
L=623.00'
CP CH8=N7129'18 "V
N58'41 '42 V ° CHD=618.15'
375.02' CP CP
Cq
CP
N5974 ;38VY
93.42'
PAVED ROAD
7CM
780.86'
lPF N87045'36"W 898.65' (TOTAL)
N87029'23"W
129.60j / I I
N/F
41 WILL/AM HENRY
CRANFORD ✓R
N/F / I PIN.261400-72-9973
HENRY DARRELL OB 630, PG 635
ROBBINS
PIIV 261400-73-6000 N/F N/F
DB 4819, PG 460 MERLEON G CREECH PEGGY PEEDIN STARLING
PIN.261400-72-6802 PIN.•261400-72-6895
DB 4202, PG 141 DB N/A, PG N/A
/0
60,
\ -9y
I N/F
WILMA OLIVER BAKER
I PIN.261400-91-2838
OB 509, PG 340
R=1507.09'
4= 02021'17"
L=535.40'
CH8=N69°18'11 '1N
CHD=532.59'
NOTES:
1. NO TITLE REPORT FURNISHED.
2. AREAS COMPUTED BY COORDINATE METHOD.
3. PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS -OF -WAY,
EASEMENTS AND RESTRICTIONS OF RECORD.
4. ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND
DISTANCES UNLESS OTHERWISE NOTED.
5. NC GRID COORDINATES (NAD83) OBTAINED BY USING GPS, PER THE
NCVRS NETWORK.
6. BASIS OF BEARING SHOWN HEREON IS NC GRID (NAD 83 NSRS 2011).
7. VERTICAL DATUM SHOWN HEREON IS NAVD88.
8. THE PROPERTY SHOWN HEREON IS LOCATED IN FLOODZONE "ZONE
X", AREA OF MINIMAL FLOODING, PER FLOOD INSURANCE RATE MAP
3720261400J, PANEL 2614 EFFECTIVE DATE JUNE 20, 2018.
1136.91'
ECM N89006'00"W
M
CD
co
CV
0
O
lPF
VEL PATH
N/F
RUSSEL DRAKE PARKER
ANGELA HARRELL PARKER
PIN.261400-84-7286
DS 4397, PG 915
N/F
BLANCO DEREK PARKER
DAWN COATS PARKER
PIN.261400-84-7196
DB 4397, PG 917
N/F
CHARLES DAVID PARKER
PIN.261400-84-7087
DB 4397, PG 913
N/F
BLANCO B PARKER
BEEBE 0 PARKER
P1N261400-94-2415
DB 4397, PG 910
S87043'38"E
34.14'
ECM S02011'22"W
.-41.00'
ECM
_
N88018'43"W
33.58'
N/F
ZEBULON B PARKER
P1N.261400-83-7302
DB 4397, PG 907
S01 °00' 15"W
365.81'
S01 ° 10'44"W
48.11'
200 100 50 0 200
1 "= 200'
N
�1�i '"�yi:�/ �•
I/
1/O
TA -13 R q�0
o �
o''O
SITE
WEST
BLANCHE
STREET
US Hw\
BYPASS E
O
w
USN q
LOCATION MAP
NOT TO SCALE
SURVEYOR CERTIFICATION
I, THOMAS E. TEABO, PLS, HEREBY CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION, FROM DEED AND MAP REFERENCES AS
NOTED ON SAID MAP; THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED AS DRAWN FROM INFORMATION FROM DEED
AND MAP REFERENCES AS NOTED ON SAID MAP.
THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY OF THE
SURVEYAS CALCULATED IS 1: 10,000+, THAT THE BOUNDARIES NOT
SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM
INFORMATION OF RECORD; THAT THIS MAP WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30, AS AMENDED.
I HEREBY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY
SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO
PERFORM THE SURVEY.
(1) CLASS OF SURVEY. "CLASS A"
(2) POSITIONAL ACCURACY. 0.04'
(3) TYPE OF GPS FIELD PROCEDURE: REAL-TIME KINEMATIC
NETWORKS-NCVRS
(4) DATES OF SURVEY: APRIL 13, 2018 - JUNE 15, 2018
(5) DATUM/EPOCH: NAD 83 (2011) EPOCH 2O10.00
(6) PUBLISHED/FIXED-CONTROL USE: NCVRS
(7) GEOID MODEL: 2012 (CONUS)
(8) COMBINED GRID FACTOR(S): 0.999880554
(9) UNITS: US SURVEY FEET
THAT THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND
AND DOES CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND AND SEAL
THIS 16TH DAY OF APRIL A.D., 2019.
1PRELIMIINAR Y e NOT FOR 1I ECORDA TION
SALES OR CONVEYANCES
SURVEYOR NC-L 3920
BOUNDARY SURVEY
PR PER TY OF
EASTFIELD ASSOCIATES LLC
PINS, 2614 J 24 Ji8i 261410 2.- 6042 2614,14 24 99i2
261414-4417222 261410 4612.R 261410 45 279-7� 261415 5'4-d5%5�
261411�55 7244 261411-65 5210 261400 85 4264
TOWN OF SELMA
PINE LEVEL TOWNSHIP
JOHNSTON COUNTY, NORTH CAROLINA
TM 4130 PARKLAKE AVENUE
FILE NO.� SUITE 130
NSR172120/ RALEIGH, NORTH CAROLINA27612
BOHLER
919.578.9000 - 919.703.2665 FAX
ENGINEERING NC, PLLC www.bohlerengineering.com
DATE NCBELS: P-1132
■ UPSTATE NEW YORK ■ BOSTON, MA ■ NEW YORK METRO ■ WARREN, NJ ■ PHI LADE LPHINSOUTHERN NJ ■ LEHIGH VALLEY, PA ■ SOUTHEASTERN PA
04/16/19 ■ BALTIMORE, MD ■ SOUTHERN MARYLAND ■ NORTHERN VIRGINIA ■ WASHINGTON, DC ■ CENTRAL VIRGINIA ■ CHARLOTTE, NC ■ RALEIGH, NC
FIELD DATE CREW CHIEF I DRAWN REVIEWED JAPPROVED I SCALE I DWG. NO.
06/15/18 BS JT TET TET 1" = 200' 3 OF 4