HomeMy WebLinkAbout20190044 Ver 2_Thoroughfare Recorded Plats_20191205ID#* 20190044 Version* 2
Select Reviewer:*
Katie Merritt
Initial Review Completed Date 12/05/2019
Mitigation Project Submittal - 12/5/2019
Is this a Prospectus, Technical Proposal or a New Site?* r Yes r No
Type of Mitigation Project:*
r Stream r Wetlands W Buffer V Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:*
Andrea Eckardt
Project Information
..................................................................................................................................................................
ID#:* 20190044
Existing IDV
Project Type: r DMS r Mitigation Bank
Project Name: Thoroughfare Swamp
County: Wayne
Document Information
Email Address:*
aeckardt@wildlandseng.com
Version:
*2
Existing Version
Mitigation Document Type:*
Mitigation Conservation Easement
File Upload: Thoroughfare Recorded Plats.pdf 828.71KB
Rease upload only one RDFcf the conplete file that needs to be subnitted...
Signature
Print Name:* Andrea Eckardt
Signature:*
(t WlrtlC
Page 1 of 1
GENERAL NOTES
1. THE PURPOSE OF THIS PLAT IS TO ILLUSTRATE A CONSERVATION EASEMENT ON THE LAND OF RALPH GLENN
BRITT, BEARING NC PIN: 252-441-2271; HAVING A DEED REFERENCE OF BOOK 3085 PAGE 427 AND PLAT REFERENCE OF PLAT
CABINET M SLIDE 18-G (LOT 2) RECORDED IN THE WAYNE COUNTY REGISTRY.
2, SOURCE OF MERIDIAN: NAD83(2011) BASED UPON. A DRAPER ADEN ASSOCIATES (DAA) STATIC GPS SURVEY PERFORMED ON
JUNE 3rd, 2019 (SEE SURVEY CONTROL I GRID TIE NOTES). ORIGINAL PROJECT CONTROL ESTABLISHED BY DAA ON
JUNE 3rd, 2019 WAS HELD FOR THE CREATION OF THIS EASEMENT PLAT. ALL BASIS OF BEARING AND COORDINATE
VALUES SHOWN HEREON ARE DERIVED FROM SAID PROJECT CONTROL. SEE "SURVEY CONTROL 1 GRID TIE NOTES" FOR
STATIC GPS METADATA.
3, THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY SHOW ALL
ENCUMBRANCES ON THE TITLE.
4. THIS EASEMENT PLAT WAS PREPARED FOR THE SOLE PURPOSE OF ILLUSTRATING AN EASEMENT. THIS IS NOT A BOUNDARY
SURVEY. THE PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD INFORMATION.
5, EASEMENT CORNERS ARE MARKED WITH 518" REBAR SET FLUSH WITH THE EXISTING GROUND.
6. UPON EXAMINATION OF FLOOD INSURANCE RATE MAP, PANEL NUMBER 2524 OF COMMUNITY NUMBER 370254 (WAYNE
COUNTY), BEARING MAP # 3720252400K, REVISED DATED OF JUNE 20, 2018: THE SUBJECT PROPERTY LIES IN ZONE "X."
7. UNIT OF MEASUREMENT IS U.S. SURVEY FEET (FT).
8, AREA(S) CALCULATED BY THE COORDINATE METHOD.
REVIEW OFFICER CERTIFICATION
STATE OF NORTH CAROLINA
COUNTY OF WAY E
I, rt, ,j REVIEW OFFICER OF WAYNE COUNTY,
CERTIFYTHAI THIS M0 OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED, MEETS ALL
STATUTORY REQUIREMENTS FOR RECORDING_
A� 11150vq
REVIEWOFFICEW DATE
PRESENTED
FOR REGISTRATION
DATE 11-25-11 _
TIME Pon
ir
JUDY HARRISON
REGISTER OF DEEDS
WAYNE COUNTY, NC
oEPUTY,T
SURVEYORS CERTIFICATE
CONSERVATION EASEMENT
AREA SUMMARY
PROPERTY: RALPH GLENN BRITT
PIN: 2524-41-2271
EASEMENT AREA 1: 850,203,63 SF / 19.518 AC
EASEMENT AREA 2: 175,758 SF 14.035 AC
1, CALEB TROY CLAYTON, SR, DO HEREBY CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION USING THE REFERENCES
SHOWN HEREON; THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN
FROM INFORMATION FOUND IN THE REFERENCES SHOWN HEREON; THAT THE RATIO OF PRECISION
AS CALCULATED IS GREATER THAN 1:10,000+; THAT THIS PLAT IS A SURVEY OF ANOTHER
CATEGORY, SUCH AS A RIGHT-OF-WAY AND EASEMENT DEDICATION; THAT THIS MAP WAS
PREPARED IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTES 47-30 AS AMENDED,
WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS 13th DAY OF NOVEMBER, A.D., 2019.
011111"41
+.01caRo�•,,
♦�,••••••.
*0�; OF+_SSIGH• l�pl*
:¢ SEAL ;
L-5306
.L
0000
Er l3 j 4fl1 o yI j_t 0
CALEB TROY CLA N, SR, PLS C REG. NO.: L-5306
CERTIFICATE OF OWNERSHIP AND DEDICATION
1, THE UNDERSIGNED HEREBY ACKNOWLEDGE THAT THIS PLAT AND
ALLOjMF.NT IS M� YFREE A AND DEED.
OWNER DATE
_.,,�.5
NOTARY I II�UI� (J�CERTIFICATE �
STATE OF I11«
COUNTY OF wmlo
I CERTIFY THAT THE FOLLOWING PERSON(S) PERSONALLY APPEARED BEFORE ME THIS DAY, EACH
ACKNOWLEDGING TO ME THAT HE OR SHE VOLUNTARILY SIGNED THE FOREGOING DOCUMENT FOR THE'
PURPOSE STATED THEREIN AND IN THE CAPACITY
INDICATED: Q/ GAM4 Aw 41 darn 4mow
DATE: /� Itr 2 S 2019
iNWAFN PUBLIC
PRINTED NAME: lr&^ NOTARY PUBLIC
MY COMMISSION EXPIRES: GD - J.17
SURVEY REFERENCES
DB 3085 PG 427
DB 3085 PG 424
DB 3072 PG 46
DB 830 PG 663
DB 2835 PG 85
PC M SLIDE 18-G
PC N SLIDE 77-H
ABBREVIATIONS
AC
ACRES
AG
ABOVE GROUND
AXF
AXLE FOUND
BG
BELOW GROUND
CMF
CONCRETE MONUMENT FOUND
DB
DEED BOOK
EC
EASEMENT CORNER
EL
EASEMENT LINE
ESMT
EASEMENTI
FL
FLUSH WITH GROUND
INV
INVERTI
IPF
IRON PIPE FOUND
IRF
IRON REBAR FOUND
N/F
NOW OR FORMERLY
PC
PLAT CABINET
PG
PAGE
PL
PROPERTY INE
RCP
REINFORCED CONCRETE PIPE
R/W
RIGHT OF WAY
SF
SQUARE FEET
TOB
TOP OF BANK
TYP
TYPICAL
I
W/ WITH
I
VICINITY MAP
Scale: 1 "=5,000
SURVEY CONTROL / GRID TIE NOTES
STATIC GPS SOLUTION METADATA:
HORIZONTAL DATUM: MAD 83 (2011) (EPOCH:2010)
VERTICAL DATUM: NAVD 88 (GEOID 12B)
FIXED STATIONS USED FOR THE GRID TIE (CORS MONUMENTS):
PID
DESIGNATION
LATITUDE
LONGITUDE
DM3527
NCRX ROXBORO CORS ARP
N 36°23'28.056"
W 78°5954.418"
DM3529
NCWR WARRENTON CORS ARP
N 36'23'41.685"
W 78'1013.749"
DG9328
DURH DURHAM COOP CORS ARP
N 35*59*46.129"
W 78°53'58.036"
CONTROL POINT 1
GRID NORTHING: 926,742.95'
GRID EASTING; 2,117,108.05'
ELEVATION: 477.95'
START: 11.7.18 15:36:20
STOP: 11.7.18 17:29:50
GPS ANTENNA: TRIMBLE R8 (TRMR8)
SERIAL NO: 4507145672
OBS USED: 86041 10935: 79%
OVERALL RMS: 0.019 (m)
RESIDUALS:
LAT: 0,006 (m) I LON: 0.004 (m)
ORTHO HEIGHT: 0.028 (m)
CONTROL POINT 2
GRID NORTHING: 927,137.568'
GRID FASTING: 2,117,369.079'
ELEVATION: 467.20'
START:8.5.18 15:41:00
STOP: 8.5.18 17.44:00
GPS ANTENNA: TRIMBLE R8 (fRMR8)
SERIAL NO: 4511146199
OBS USED: 3843 / 4166: 92%
OVERALL RMS: 0.015 (m)
RESIDUALS:
START:0.004 (m) / LON: 0.008 (m)
ORTHO HEIGHT: 0.047 (m)
* POINT #1 WAS HELD FOR THE BASE POINT OF THE SITE LOCALIZATION (HORZ. 8 VERT.)
` POINT #2 WAS HELD FOR THE AZIMUTH MARK
* COMBINED FACTOR: 1.00002066
SYMBOL LEGEND
0
PROPERTY CORNER FOUND
•
EASEMENT CORNER SET
Q
COMPUTED PROPERTY CORNER
LINE LEGEND
SURVEYED PROPERTY LINE
.__ ._...._._.......... -------------
PROPERTY LINE NOT SURVEYED
—
DITCH CENTERLINE
—
NEW EASEMENT LINE
-
EXISTING EASEMENT LINE
STORM LINE
X X
FENCE LINE (AS NOTED)
TOP OF CREEK BANK
• r r • r •
CONSERVATION EASEMENT
W
•
•
r
i
t 5.2
Li ,5
Y O
R m U
9
N
w O
3 7
N co
Ev .� Qf O
U m
0 z u- c
m
U.
a z
ui
•r m
•
z Z
J_ Z
.. W Z
.....
�ccz >
HZ 2 < 3:
ZT <:D(nCC D
W W� Lu0
WzW 0000
U)- WZ�a.}-
Q0 I-- a.
W W I W it
zC/) =L-LL
�`Z2
(r❑ oQLLJm
WJ =TLLCC �
z <0 z
O oC 0_ ac
00 CC
LL
REVISIONS
1 DESIGNED BY: NIA
P
BY: K5D BY: TC
NTS
11/13/21019
T NUMBER:
80143-010507
SHEET
1 OF 4
Page 4 of 1
2
a
r?
LINE TABLE
LINE IBEARING
DISTANCE
L1
S81'0212 W
303.92
L2
N15'2816 W
69.6 3
L3
N74"42 49 W
434.96
L5
N35'07 35 E
104.85
1-6S53'50
38 E
95.25
L7
S30'22 56 W
44.23
L8
S60'53 22 E
514.50
L9
S47'06 05 E
218.48
L10
S60'4316 E
601.94
L11
S61'37 09 E
300.52
11-12
S66'32 28 E
248A0
L13
S68'44 57 E
595.97
L14
N35'21 47 E
193.08
L15
S72'47 54 E
248.68
L16
S45'00 00 E
200.00
L17
S47'28 59 W
135.01
L18
526'18 24 W
106.10
1-19
512'45 27 E
105.58
1-20
N 53'07 27 W
88.15
L21
S66'26 20 W
168.26
L22
N 20'16 29 W
173.25
L23
N37'S9 07 W
212.27
L24
N57'0045 E
213.15
L25
N80'68 09 E
241.38
L26
S382810 E
280.52
L27
S3512 43 W
305.70
5/8" IRF S70'37'36"E
212.01'
w w w w 0,5' BG
S79'S9' 25"E
SURVEY REFERENCES
ABBREVIATIONS
DB 3085 PG 427
AC
ACRES
DB 3085 PG 424
AG
ABOVE GROUND
DB 3072 PG 46
AXF
AXLE FOUND
DB 830 PG 663
BG
BELOW GROUND
DB 2835 PG 85
CMF
CONCRETE MONUMENT FOUND
DB
DEED BOOK
PC M SLIDE 18--G
EC
EASEMENT CORNER
PC N SLIDE 77-H
EL
EASEMENT LINE
ESMT
EASEMENT
FL
FLUSH WITH GROUND
INV
INVERT
IPF
IRON PIPE FOUND
IRF
IRON REBAR FOUND
N/F
NOW OR FORMERLY
PC
PLAT CABINET
PG
PAGE
PL
PROPERTY LINE
RCP
REINFORCED CONCRETE PIPE
R/W
RIGHT OF WAY
SF
SQUARE FEET
TOB
TOP OF BANK
TYP
TYPICAL
W/ WI TH
SYMBOL LEGEND
0
PROPERTY CORNER FOUND
•
EASEMENT CORNER SET
COMPUTED PROPERTY CORNER
LINE LEGEND
SURVEYED PROPERTY LINE
PROPERTY LINE NOT SURVEYED
--
DITCH CENTERLINE
---
NEW EASEMENT LINE
................... ............... ............ .._ ..................
EKSTING EASEMENT LONE
-
STORM LINE
X X
FENCE LINE (AS NOTED)
TOP OF CREEK BANK
CONSERVATION EASEMENT
w
`- ---- 1---. -15/8" IRF
w w w w w
0.7' BG
w w w w w w w w w\ N/E
` - €?ETT-( R. BRITT
w w w W w w w v+ 2826
w w w w w w w w •►EREGRESS, AND UTILITY EASEMENT X. 30 INGRESS, EGRESS, D 3053 PC 424
w w •r. w w w .►. w ,4 ,� w SL PC M, .iI.G
_ 18...-
(DB 3085 PG 427) F
-
1_OT 1 � I��h- ,�.
w w w w w w w w w w w w w �--:Z -.-'
N/F S72'07'11 "E nr �r .►.►. w w w w w w w w w *�• •v 094 RALPH GLENN BRITT 758.46'
PIN:2524-41-2271
w w w w w DB 3085, PG 427
PC M, SLIDE 18-G
w w w w w w w *�+ w w w w w w _ (LOT 2) '1' '- = 5/8" IRF
.4. *v w .�. w .v w •i. .v �. w ��13 41 w �. `+'L�5 0.6' BG
'fy ? w w w w w w w w w w w w w w w w_ V f w w / S45'17'44" E
O?�s w w •�. w r w w w w w w w w w w w / ,r w w w y w X 23&16'
w w Dy1 w w w .�\��` S66'41'1 WE
w �. w w w w w 117.62
1 /2" IPF
w w w w w w X w w w w w w w 0.4' BG
"
1/2 IRF CONSERVATION
N FL •4 EASEMENT AREA 1 w w w w w w w v. .►
H 850,203.63 SF ' A f a
W W
? w w w 19.518 AC • w w w w w w w w �.
= 2 4' w w w w w w w w w w w w w *4 w w w w w
to to 5/8" REBAR
w w w w w w w 1cL0 SET (TYP)
Z Z w w w w w
_ _ w
Presented for Registration
U U
�. w w w w �• w w �
F- Date t 25- Iq w w 4 .w w w w w w •�• w w "'
Time ,1 _w w �4 w w w w W W w w w wCO
Judy Ham on 1
Register of Deeds ^ `►' w w w w w w CV o' n
Wayne County, NC �3 �.._ �, .y w
` 1s
Byeputy/ant r w w w w w w w w vi 2
CEMETARY
N/ > w w w w w
PIN: 22 - 50 1 y 03
`y 3
CHARL' S Fe. r-CLENN�' 'r 01
f w w w �• r �v 2 p
OB 5072, PG MAN
8" IPF /� . `�
FL 1b$�
��� phi s Js �QBW to
AXF (BENT)
2.0' AG N/F j ICpi, STUART O aY
RAI_PH GLENN BMTT PIN.2524••-70--5443
P',N-2.. 24-50-9151 Wil_I_ = I=._E 09E, PC 304
DB 3085, PG 427
PC M, SL1DF. 18_G
LC1" .3
esslo
SEAL
• GRAPHIC SCALE
fC3 : 1.-53D5 4: �� A ELTON W BRYAN
•:�L spa Zi Too 0 5a iaa 20o aoo i
I'IN: 2523-69-1967
••� S URA" -•a O Z D8 2190, Pi 1000
�
�f ,���r+•aaaaa••.
NC REG. NO.: L-5306 (IN FEET)-
LEB TRO ON, SR, PL
1 inch = 100 fl:.
U
Z ~
z
W� Z
z�z
0
w ZLU°
11
WC!)❑00w
LIjZ�CL}
Q r
wLLw mlz
LL�z=
❑ z co
n Lu Z
'Q 0 m o
�Z��
❑oQLL<=
I- L z
Q
",r 0
0+ Cc
1< L
REVISIONS
DESIGNED BY: N/A
DRAWN BY: - KS
CHECKED BY: TC
SCALE: 1 11=100'
DATE: 11/1312019
PROJECT NUMBER:
19080143-010507
SHEET
2OF4
Book: P Page: 7- 1 Seq: 1
Page 1 of 1
MATCHLINE SHEET 4
MATCHLINE SHEET 3
SURVEY REFERENCES
DB
3085 PG 427
DB
3085 PG 424
DB
3072 PG 46
DB
830 PG 663
DB
2835 PG 85
PC
M SLIDE 18-G
PC
N SLIDE 77-H
5/8" REBAR
SET
(TYP)
L25
�. �"Y w •y w
\
vit'll
lie
18" RCP
TOP: 176.37'
18" RCP
INV OUT:
174.87'f
°\
INV
IN:
175.99'
lk w
w `�
w y
`� `
CONSERVATION
EASEMENT AREA
850,203.63 SF
19.518 AC
SOB
w
w w
\w
CONSERVATION
EA SEMENT ARE 2
w
w
w .►•
w
w
w
w w
•►•
175,758 SFA
4.035 ACAXF
w
\"v C
2M
SAC w
w
w w
w w w
w w
/� 2' AG
Q„
1 w
w
w
w w .w w
•�• -
� w
1 w w e2l
a
O
S88'08'25"W
918.350
N /F
j. FAISON JOYNER, JR
PIN.1305--660-4006
DB 830, PC 6B3
ABBREVIATIONS
AC
ACRES
AG
ABOVE GROUND
AXF
AXLE FOUND
BG
BELOW GROUND
CMF
CONCRETE MONUMENT FOUND
DB
DEED BOOK
EC
EASEMENT CORNER
EL
EASEMENT LINE
ESMT
EASEMENT
FL
FLUSH WITH GROUND
INV
INVERT
IPF
IRON PIPE FOUND
IRF
IRON REBAR FOUND
N/F
NOW OR FORMERLY
PC
PLAT CABINET
PG
PAGE
PL
PROPERTY LINE
RCP
REINFORCED CONCRETE PIPE
R/W
RIGHT OF WAY
SF
SQUARE FEET
TOB
TOP OF BANK
TYP
TYPICAL
W/
WITH
•�+���}�,�F�CAR�/zlp
� °►
�. o%4•.ok,~ssro410 y .�
_ %� 9 •'9
4 SEAL`
=0 S L-5306 4:
• 9
#
-LO 00
0*0
CALEB TROY CU 5R, PLS N REG. NO.: L-5306
2" IPF
0.5' AG
07
v
N5826'52"W
254.79' (TIE)
W
rn
N F
FAISON JOYNER, JR
ICI N. 2524- 31 •-M E01-5
DB 830, PC 663
SYMBOL LEGEND
O 1
PROPERTY CORNER FOUND
•
EASEMENT CORNER SET
A
COMPUTED PROPERTY CORNER
LINE LEGEND
SURVEYED PROPERTY LINE
-- --
PROPERTY LINE NOT SURVEYED
DITCH CENTERLINE
- -
NEW EASEMENT LINE
_.......... ... ................ .............._..
EXISTING EASEMENT LINE
STORM LINE
X X
FENCE LINE (AS NOTED)
TOP OF CREEK BANK
t x t wr r r E
S...... .ae ...... .w----- .ML....._"e------ . .....
CONSERVATION EASEMENT
CONSERVATION EASEMENT
AREA SUMMARY
PROPERTY: RALPH GLENN BRITT
PIN: 2524-41-2271
EASEMENT AREA 1: 850.203.63 SF / 19.518 AC
EASEMENT AREA 2: 175,758 SF 14.035 AC
A
a�
N .
O
N
LINE TABLE
NE
BEAR I G
D 5 ANCE
L1
S81-02 12 W
303.92
L2
N15.2816 W
69.63
L3
N74.42 49 W
434.96
L5
N35'07 35 E
104.85
L6
S53.50 38 E
95.25
L7
S30'22 56 W
44.23
L8
S60'53 22 E
514.50
L9
S47'06 05 E
218.48
L10
S60'4316 E
601.94
L11
S61'37 09 E
300.52
L12
S66'32 28 E
248.00
L13
S6844 57 E
595.97
L14
N35-21 47 9 E
193.08
015
S72'47 54 E
248.68
L16
S45'00 ODE
200.00
L17
S47'28 59 W
135.01
L18
IS2618 24 W
106.10
L19
IS12-45 27 E
105.58
L20
N53.07 27 W
88.15
L21
S66'26 20 W
168.26
L22
N20'16 29 W
173.25
L23
N37'59 07 W
212.27
L24
N57'00 45 E
213.15
L25
N80-58 09 E
241.38
L26
S38'2810 E
280.52
L27
S35'12 43 W
305.70
' CONTROL POINT 1
AG
BETS B. BRITT
(SEE SURVEY
� , 2-,5 4-5' -.282.6
�
CONTROL / GRID
00 3085, PC 424
TIE NOTES)
PC M, S'..IOE
(LOT
.._.-
`� w w
`�
30' INGRESS,
EGRESS, REGRESS,
w w w w
w AND UTILITY
EASEMENT
(DB 3085 PG 427)
w N41'02'07RW
w w w
S61'22'02"E
w450.66'
w w w w
`
1475.70'
w N /F
w \
RALPH GLENN BRITT
w PIN: 2524-41-2271
+w
,
DB 3085, PG 427
PC M, SLIDE 18-G
w y
R
(LOT 2)
y w w
SET"(TYP) 'a
w w w y
w y
y CONTROL POINT 2
(SEE SURVEY
w v �•
w w w
w y CONTROL / GRID
TIE NOTES)
w w w
w y
w w w
o w
w w �•
w �• w�
.�.
N54'11'1O"W
21 D.62'
410
w CONSERVATION
2"
IPF EASEMENT AREA 1 y
y
y
0.4
AG 850,203.63 SF
w w 19.518 AC w w
*►•
u
W
w �. w .�. y
.►.
r0.
N
o �w
H
LLJ
W
F-
W
ay
p
w w w w w w
w
N35
z :v
w w w w w
W
.k,!
Presented for Registration
5/8" IRF
0.2' AG
.
Z
--[
-�
Z
Date 1-
Q.
Q
Time
Judy Harrison
Register of Deeds
Wayne County, NC
By Deputy/Asei W
GRAPHIC SCALE
100 0 50 100 200
( IN FEET)
1 inch = 100ft.
4W
10,9 w w *�. w
,� 7
�w w w �.
w w y
/F
CHARLES R. McCU ANY
PIN: 2524--50-1303
06 3072, PC 46
\w w
21
�>
.� 2 �
Z �
�S
a,oa�
x LL. Z 7
O a
.� m
0
W E 0
• V co m
�i�I by 'LL fYl C}
o
M CC0
40Lmm r-
z � 8
b0 e o J
cit €
�r..� ir
r`
Z
Lu
F- V
Qz z U
J W z
0.() 0- >
m�-Q>-z
W W z ZLuU
�W ❑e--�0z
Q It
W Z LL 0 fr
W W-Im0-
z C/) � W F- z z'
�❑ ��2wz
z ocn�-d3:
> J � fw = 0
CL
Ir� OQ'v-Jm
Q
OE cr-
C) p oc 0
LL
REVISIONS
DESIGNED BY: NIA
DRAWN BY: KS
CHECKED BY: TC
SCALE: 1 "-100'
DATE:11l13l2419
PROJECT NUMBER:
19080143-010507
SHEET
30F4
Book: P Page. 7- J Seq: I
Page I of I
N/I"
J. FAISON JOYNER. JR
PIN, 1305-660-4€ 06
BB 830, PG 663
Presented for Registration
Date i 1- 9
Time 4 •
Judy Harrison
Register of Deeds
Wayne County, NC
By _eputylAseiet•w
����4••�f� SSIpN•;"p �i
9
��•�� SEAL�`•�
• •
N /F
STRICKLAND SWINE LLC
PIN: 2 a24-13--•9490
DB 2835, PG 85
t482'121
SURVEY REFERENCES
DB 3085 PG 427
DB 3085 PG 424
DB 3072 PG 46
DB 830 PG 663
DB 2835 PG 85
PC M SLIDE 18-G
PC N SLIDE 77-H
N /r
IIC:HAEL STUART ODOM
PN: 252.4.._..45 _ 2 72
ABBREVIATIONS
AC
ACRES
AG
ABOVE GROUND
AXF
AXLE FOUND
BG
BELOW GROUND
CMF
CONCRETE MONUMENT FOUND
DB
DEED BOOK
EC
EASEMENT CORNER
EL
EASEMENT LINE
ESMT
EASEMENT
FL
FLUSH WITH GROUND
INV
INVERT
IPF
IRON PIPE FOUND
IRF
IRON REIBAR FOUND
N/F
NOW OR FORMERLY
PC
PLAT CABINET
PG
PAGE
PL
PROPERTY LINE
RCP
REINFORCED CONCRETE PIPE
R/W
RIGHT OF WAY
SF
SQUARE FEET
TOB
TOP OF BANK
TYP
TYPICAL
W/
WITH
W
,�,
�, •►,
y,
.y �, 18" RCP
TOP: 176.37'
18" RCP+
INV OUT:
174.87'±
INV IN:
175,99'
w
w *
•v .�
•�
w
.v
`
Ct�
CONSERVATION
EASEMENT AREA 2
.y w
175,758 SF
y' `►' '� 4.035 AC
AXF
/vry 2' AC
N Al
GRAPHIC SCALE
100 200
( IN FEET)
1 inch = 100ft.
SYMBOL LEGEND
0
PROPERTY CORNER FOUND
•
EASEMENT CORNER SET
Q
COMPUTED PROPERTY CORNER
LINE LEGEND
SURVEYED PROPERTY LINE
PROPERTY LINE NOT SURVEYED
—
DITCH CENTERLINE
—
NEW EASEMENT LINE
EXISTING EASEMENT LINE
—
STORM LINE
X X
FENCE LINE (AS NOTED)
TOP OF CREEK BANK
r......_ ......._w......._T...._.r_._..;_._._--
r(
...... ,....... .,....... ,,._._...------- . ..... .,........ f
CONSERVATION EASEMENT
LINE TABLE
LINE
BEARING
DISTANCE
L1
S81'0212 W
303.92
L2
N152816 W
69.63
L3
N74'42 49 W
434.96
L5
N35-07 35 E
104.85
L6
S53'50 38 E
95.25
L7
S30'22 56 W
44.23
L8
S60'53 22 E
514.50
E9-
S47'0605 E
218.48
L10
S60'4316 E
601.94
L11
S61'37 09 E
300.52
L12
S66'32 28 E
248.00
L13
S68'44 57 E
595.97
L14
N35'21 47 E
193.08
L15
S7247 54 E
248.68
L7 6
S45'0000 E
200.00
L17
S47'28 59 W
136.01
L18
S26'18 24 W
106.10
119
S12'45 27 E
105.58
L20
N53'07 27 W
88.15
L21
S66'2620 W
168.26
L22
N20'1 fi 29 W
173.25
07 W
212.27N57'00
45 E
213.15N80'58
LL23N37'S9
09 E
24138S38'2810
E
280.5S35'12
43 W
305.70
C
�t z U
J W z
�z 2� >
z� ���::)
WW3jz ww0
2W 000w
�Z Wz�IL >.
WW �'W—MCL
z =LL�-z=
0co � 0 LL Wz
�-- z o co
<� T W=0
To OQ���
W J 2 -�-� LL_
LL rt
�O z
z Q
O oC �'" °C
(.) o0
LL
REVISIONS
DESIGNED BY: NIA
DRAWN BY: KS
CHECKED BY: TC
SCALE: 1 "=100'
DATE: 1 1 /13/2019
PROJECT NUMBER:
19080143-010507
SHEET
4 OF .4
Book. P Page: 8- A Seq: 'I