Concept PlanI, JOHNNY J. WILLIAMS. PROFESSIONAL LAND SURVEYOR, CERTIFY THAT
THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION COMPLETED ON 04/23/2024
FROM REFERENCES AS SHOWN HEREON; THAT BOUNDARIES NOT
SURVEYED ARE NOTED AS SUCH AND PLOTTED FROM REFERENCES
AS SHOWN HEREON.
THE GPS PORTION OF THIS SURVEY WAS PERFORMED AS FOLLOWS:
CLASS OF SURVEY — A; DATES OF SURVEY — 04/23/2024;
POSITIONAL ACCURACY — 0.09'; TYPE OF GPS FIELD PROCEDURE —
RTK: DATUM/EPOCH — NAD83(2011); PUBUSHED/FIXED CONTROL USE —
N.C. VRS NETWORK; GEOID MODEL — 2018; UNITS — US SURVEY FEET;
COMBINED GRID FACTOR — 1.D0008534
THE CONVENTIONAL PORTION OF THIS SURVEY HAS A RATIO OF
PRECISION IN EXCESS OF 1:10.000 AND IS ALSO PERFORMED TO A
CLASS A SURVEY AS DEFINED BY TITLE 21, CHAPTER 56, SECTION
.1603 OF THE N.C. ADMINISTRATIVE CODE;
JOHNNY J. WILLIAMS, P.LS., L-3170
MedillUT1
EIP EXISTING IRON PIPE
EIS = EXISTING IRON STAKE
EPK EXISTING P.K. NAIL
ERR = EXISTING RAILROAD SPIKE
ECM = EXISTING CONCRETE MONUMENT
EMN EXISTING MAG NAIL
IPS = IRON PIPE SET
ISS = IRON STAKE SET
MNS = MAG NAIL SET
SSS = SURVEY SPIKE SET
ESS = EXISTING SURVEY SPIKE
ECS = EXISTING COTTON SPINDLE
EAI = EXISTING ANGLE IRON
EIPP - EXISTING IRON PINCH PIPE
CMS — CONCRETE MONUMENT SET
NP = NONMONUMENTED POINT
SC = SUBSURFACE CORNER
AG = TOP ABOVE GROUND SURFACE
BG = TOP BELOW GROUND SURFACE
R/W = RIGHT—OF—WAY
t CENTERUNE
t = PROPERTY LINE
NCGS - NORTH CAROLINA GEODETIC
SURVEY
— — — = LINE NOT SURVEYED
= OVERHEAD UTILITY LINE
DOLEY ENTERPRISE, LLC
DEED BOOK 5545, PAGE 266
(ELM STREEG.
� � I
SURFACE CALCULATIONS:
TOTAL LOT AREA = 8,171 SO. FEET
AREA OF COVERED HOUSE FOOTPRINT =
1,327 SO. FEET (16.2X IMPERVIOUS)
TOTAL IMPERVIOUS AREA - 1,327 SO. FEET (18.2X)
APPROX. AREA OF ROOF OVERHANGS OUTSIDE
OF HOUSE/BUILDING FOOTPRINTS — 155 SO. FEET.
AREA OF DECKS, STEPS, ETC. 224 SO. FEET
AREA OF PERVIOUS DRIVEWAY = 922 SO. FEET
RENEE T. HUGGM
DEED BOOK 5414, PAGE 1688
O = UTILITY POLE
/ �s
�s.
NON—MONUMENTED POINT UNLESS
6JT9• K,
OTHERWISE LABELED
NOTES:
\
\
, 50/8" EIS \
WI
1) THE PROPERTY SHOWN HEREON IS LOCATED THIN A
o GRADE \ \
SPECIAL FLOOD HAZARD AREA (ZONE AE AND VE; BFE=13')
ACCORDING TO FLOOD INSURANCE RATE MAP NO.
3720313100K DATED AUGUST 28, 20111
2) ALL UTILITY LINES SHOWN HEREON MAY HAVE EASEMENTS
AND RIGHTS OF ENTRANCE AND MAINTENANCE ASSOCIATED
J� \
WITH THEM.
3) ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND
IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.
4) THIS PROPERTY IS CURRENTLY ZONED B-2 AND WILL BE SUBJECT
TO ALL RESTRICTIONS IN THE NEW HANOVER COUNTY LAND USE
R_F_FF_R_F_N_l_:F__C_•
S'Q
ORDINANCES. NEW HANOVER COUNTY SHOULD BE CONTACTED
\
FOR DETAILS ON RESTRICTIONS PRIOR TO LOT IMPROVEMENTS.
DEED BOOK 6572, PAGE 1811
\
THESE RESTRICTIONS MAY INCLUDE, BUT NOT BE LIMITED M.
\
y \
SETBACKS HEIGHT RESTRICTIONS, IMPERVIOUS SURFACE
ADDITIONAL RESTRICTIONS MAY
PARCEL I.D. R08518-004-007-000
REQUIREMENTS, ETC. APPLY IF
THERE ARE RESTRICTIVE COVENANTS ASSOCIATED WITH THIS
\
PROPERTY. SURVEYOR HAS NOT PERFORMED RESEARCH TO
R�
DETERMINE IF RESTRICTIVE COVENANTS APPLY.
THE SETBACKS SHOWN ARE PER RFML (MULTI —FAMILY) WHICH
WILL BE REQUIRED FOR A SPECIAL USE PERMIT.
C-PROJECT. PH UPS, TERRY - 0424 - SEADREEZE
FILE NAME: PHTER0424
CRD FILE PHTER0424
GRID TIES AND COORDINATES:
EIS NO. 100 — NORTH = 115,779.079
EAST - 2,335,820.859
EIS NO. 102 — NORTH = 115,796.623
EAST = 2,335,759.227
BOUNDARY SURVEY AND
PRELIMINARY PLOT PLAN FOR:
TL' WLYN PHILLIPS
AND WIFE, CL'LffM PHILLIPS
CURRENT OWNER: TERRILYN PHILLIPS AND WIFE, CELECIA PHILLIPS
PROPERTY ADDRESS: 1029 SEABREEZE ROAD SOUTH, WILMINGTON, NC 2841
INDIVIDUAL TRACT ON N.C.S.R. 1531 (SEABREEZE ROAD SOUTH)
FEDERAL POINT TOWNSHIP, NEW HANOVER COUNTY, N.(
DATE: APRIL 24, 2024
SCALE: 1" = 20'
✓ WAWY J. FIZ"A" Z",O SbrM71A1Ir P. C.
P.O. BOX 778, SEULAVILLE, N.C. 28518
PHONE: 910-298-8272 FAX: 910-298-2310
EMAIL : JWIWAMS®JWSURVEY.COM FIRM NO. C-2532