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NORTH CAROLINA
BRUNSWICK COUNTY
Filed for registration on the day of 20
at (A.M./P.M.) and recorded in Plat Cabinet Slide
Register of Deeds
NORTH CAROLINA
BRUNSWICK COUNTY
I, , Review Officer for Brunswick County,
certify that the map or plat to which this certification is
affixed meets all statutory requirements for recording.
Date
Review Officer
EIP....... EXISTING IRON PIPE
EIS....... EXISTING IRON STAKE
NIP....... NEW IRON PIN
RW MON ..... RIGHT-OF-WAY MONUMENT
EIPD.... EXISTING IRON PIPE DISTURBED
NIS....... NO IRON SET
CP........ CALCULATED POINT
EOP..... EDGE OF PAVEMENT
EB........ ELECTRICAL BOX
m TELEPHONE PEDESTAL
UTILITY POLE
GUY WIRE
LINE SURVEYED
LINE NOT SURVEYED / R/W
CENTERLINE
SETBACK LINE
LEGEND
PLEASANT
1165
X 227
C 64
11613 1 Pti
Rt4� ®METCALF
BRUNSWICK COUNTY, NC
VICINITY MAP
Line Table
Line #
Length
Direction
L1
80.80'
N24`l1'33"E
L2
2.93'
S39'25'22"E
L3
257.09'
N27'42'23"E
L4
69.71'
N55'54'54"E
L5
75.97'
N69`3O'l2"E
L6
134.14'
N55'48'49"E
L7
75.49'
N43'05'43"E
L8
77.18'
S38'22'48"E
L9
87.14'
S39'27'09"E
1_10
74.12'
S40'52'06"E
L11
68.94'
S42'00'16"E
L12
59.29'
S43'40'43"E
L13
69.44'
S44`48'11 "E
L14
62.39'
S27'45'52"W
L15
7.31'
S27'43'58"W
L16
123.06'
S27'43'58"W
L17
19.72'
S0112'24"W
L18
38.13'
N82`16'45"W
SURVEY NOTES:
1. THIS PLAT IS DERIVED FROM INFORMATION GATHERED BY AN ACTUAL FIELD SURVEY
MADE BY THIS OFFICE INC CONJUNCTION WITH THE STATE LIDAR AND PLATTED JANUARY,
2020.
2. HORIZONTAL DATUM USED FOR THIS PROJECT IS NAD 1983 / NSRS 2011 (US SURVEY
FEET) VERTICAL DATUM USED FOR THIS PROJECT IS NAVD 1988 / GEOID 12B.
J. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS UNLESS OTHERWISE NOTED.
4. ALL AREAS COMPUTED BY COORDINATE COMPUTATION METHOD.
5. CONTRACTOR IS TO VERIFY ALL SUBSURFACE UTILITIES PRIOR TO CONSTRUCTION.
SUBSURFACE UTILITY INVESTIGATION WAS NOT PERFORMED AS A PART OF THIS PROJECT.
6. ALL "NIP... NEW IRON PIN" ARE 5/8" REBAR.
7. AN INTERNAL TITLE SEARCH WAS CONDUCTED BY THIS OFFICE TO DETERMINE DEED
CALLS BETWEEN THE SUBJECT PARCEL AND ADJOINING PROPERTIES. THERE WERE
ERRORS IN CLOSURE FOR SEVERAL OF THE REFERENCED DEEDS AND PLATS. THIS
OFFICE HAS UTILIZED THE RECOVERED FIELD EVIDENCE TO RE-ESTABLISH PORTIONS OF
THE PERIMETER BOUNDARY.
8. ANY ENCUMBRANCES OR EASEMENTS REGARDING UTILITIES, CANALS, DITCHES, MINERAL
RIGHTS, INGRESS / EGRESS ACCESS OR MAINTENANCE ARE AT THE DISCRETION OF THE
TITLE ATTORNEY TO REPORT FOR THIS PROJECT. THIS OFFICE ASSUMES NO LIABILITY INTO
THE INTERPRETATION AS TO WHETHER ENCUMBRANCES, EASEMENTS OR RIGHT-OF-WAYS
CURRENTLY EXIST. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A FULL
CURRENT TITLE REPORT AND IS SUBJECT TO ANY RIGHT-OF-WAYS, ENCUMBRANCES OR
EASEMENTS A CURRENT TITLE REPORT MAY REVEAL.
9. THIS TRACT IS LOCATED WITHIN FEMA "ZONE X" AND "ZONE AE" BFE 29' PER FEMA
FLOOD INSURANCE RATE MAP 3720102600K EFFECTIVE DATE AUGUST 28, 2018.
10. SITE ZONING IS R75 PER BRUNSWICK COUNTY GIS WEBSITE.
1315
1025
RIPRAP
NORTH CAROLINA
BRUNSWICK COUNTY
I, RICHARD A. PINKHAM, CERTIFY THAT THIS BOUNDARY SURVEY WAS DRAWN
UNDER MY DIRECT SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
DIRECT SUPERVISION AND REFERENCED IN THE BRUNSWICK COUNTY REGISTER
OF DEEDS IN DEED BOOK 4195 PAGE 776 AND DEED BOOK 3889 PAGE 819; THAT
f THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS BROKEN LINES
AND REFERENCED FROM RECORD INFORMATION AS SHOWN HEREIN; THAT THE
UNADJUSTED CONVENTIONAL RATIO OF PRECISION AS CALCULATED IS 1:10,000+;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S.47-30 AS AMENDED,
I JANUARY 20, A.D., 2020.
PRELIMINARY
PROFESSIONAL LAND SURVEYOR NUMBER L-4646
Curve Table
Curve # Length
Radius
Delta
Ch. Direction
Ch. Length
Cl 4-71.75'
1043.50'
025`54'09"
N47`07'11"W
467.74'
C2 71.81'
1148.68'
003`34'54"
1 S35"47'58"E
71.80'
THIS SURVEY WAS PERFORMED TO MEET FEDERAL GEOGRAPHIC DATA
COMMITTEE STANDARDS AS APPLICABLE; THAT THE ORIGINAL GPS DATA
WAS OBTAINED ON DECEMBER 12, 2019; THAT THE FIELD LOCATION WAS
COMPLETED ON JANUARY 10, 2020; THE PRIMARY STATE PLANE AZIMUTH
COORDINATES SHOWN HEREON ARE NORTH CAROLINA STATE PLANE
VALUES (FIPS 3200) BASED ON THE NAD 1983 (NSRS 2011) NAVD 1988
(GEOID 12B) ADJUSTMENT AS POSITIONED BY THE NCGS VRS NETWORK
FROM OBSERVATIONS MADE BY THIS OFFICE USING TRIMBLE GNSS R-8
MODEL 4 SURVEY GRADE DUAL FREQUENCY RECEIVERS AND OBSERVED
USING MULTIPLE SESSIONS A MINIMUM OF 240 EPOCHS; ALL OTHER
COORDINATES ARE LOCALIZED GROUND COORDINATES DERIVED FROM
CONVENTIONAL METHODS BY THIS OFFICE; THIS SURVEY WAS COMPILED
TO MEET THE ASPRS STANDARDS FOR CLASS 1 MAP ACCURACY AT
1 : 1800 ( 1" = 150' ). ALL REPORTED VALUES ARE U.S. SURVEY FEET.
GPS STATEMENT
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED
FOR NGS MONUMENT "VALSON"
WITH NAD 83/2011 STATE PLANE GRID COORDINATES OF
NORTHING: 64,280.74(ft) EASTING: 2,129,185.16(ft)
ELEVATION: 34.16' (NAVD 88, GEOID 128)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 1.00014162
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
UNLESS OTHERIINSE NOTED
VERTICAL DATUM USED IS NAVD 88 (GEOID 128)
OBSERVED HORIZONTAL GRID TIE FROM TN2 TO NGS MON "IMLSON":
S68-40-23-E 5,284.56' (GRID)
TN 2
777 o o DITCH N:66,202.691
NIR E: 2,124,262.476
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R/W MON
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404.76' (T)
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KEITH II ETUX
MONSOUR TARA
MICHELLE
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Wetland Flag Table P' ° ° ` '337 ° o ova M, EIR
Wetland Flag # Northing Easting SA AH LA EIR O=k57 O��3 �L a BENNETT HENRY D ET
BENNETT AMELIA W
Al /Al 6 66373.02 2123805.13 MBPHA
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A5 66297.63 2123822.66 10.79 a 225000
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01 /20/2020
SCALE
1" = 200'
DRAWN BY
R.M.M.
CHECKED BY
R.A.P.
REVISIONS
-DESCRIPTION-
BOUNDARY SURVEY
SHEET
1 OF1
Recorded in the Brunswick County Registry at Plat Cabinet , Slide