HomeMy WebLinkAbout162-04 Minor Mod 2006 Oversized PlansNC HIWY 24
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VICINITY MAP (NOT TO SCALE)
STATE OF NORTH CAROLINA, COUNTY OF CARTERET
I,--- REVIEW OFFICER
OF CARTERET COUNTY, CEItT, Y THAT THE MAP OR PLAT TO WHICH
THIS CERTIFICATION IS AFF!Xf_D MEETS ALL STATUTORY REQUIREMENTS
FOR RECORDING. (R
REVIEW OFFICER DATE
NORTH CAROLINA
CARTERET COUNTY
FILED FOR REGISTRATION AT _— .~O'CLOCK
ON THE DA)' OF � y 20�
RECORDED IN MAP BOOK PAGE
REGISTER OF DEEDS CARTERET COUNTY
NO APPROVAL REQUIRED BY THE
TOWN OF MOREHEAD CITY
CLERK OF MOREHEAD CITY [IRTE
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(D
1, THOMAS
EDWARD STRICKL. \ND,III PROFESSIONAL LAND SURVEYOR L-3776, CERTIFY TO
ONE
OR MORE OF THE FOLL[IWING AS INDICATED,
THAT THIS PLAT IS Of A SURVEY' THAT CREATES A SUBDIVISION OF LAND
_A
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
ORDINANCE THAT REGULATES PARCELS OF LAND;
THAT THIS PLAT IS Of' A SURVEY THAT IS LOCATED IN SUCH PORTION
PKF
—B
OF A COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN
ORDINANCE THAT REGULATES PARCELS OF LAND;
_C
— 1.) THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND]
AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET;
_ 2J THAT THE SURVEY IS OF AN EXISTING BUILDING OR OTHER STRUCTURE,
OR NATURAL
FEATURE, SUCH AS A WATERCOURSE' OR
— 3.) THAT THIS SURVEY IS A CONTROL SURVEY.
D.
THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY, SUCH AS
THE RECOMBINATION OF EXISTING PARCELS, A COURT ORDERED SURVEY
OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION;
THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH THAT
_E
I AM UNABLE TO MAKE A DETERMINATION TO THE BEST OF MY PROFESSIONAL
ABILITY AS TO PROVISIONS
CONTAINED (A) ROUGH (D) ABOVE.
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DAT
THOMAS EDWARD STRICKLAND,III P.L.S. 3776
%THOMAS EDWARD STRICKLAND,III,PROFESSIONAL LAND SURVEYOR, CERTIFY
THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION REFERENCED AS
SHOWN ON THE FACE OF THIS PLAT); THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
BROKEN LINES DRAWN FROM INFORMATIONI FOUND IN BOOK, PAGE-J
THAT THE RATIO OF PRECISION AS CALCULATED BY LATITUDES AND
DEPARTURES IS 140,000 +
AND ALL AREAS WERE CALCULATED BY COORDINATE COMPUTATION.
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30
AS AMENDED. WITNESS MY.DRIGINAL GNgTURE, REGISTRATI N
NUMBER AND SEAL THIS Y OF M120 Er A.D., 2095.
i
THOMAS EDWARD STRICKLAND,III P.L.S.
L-37 7ta
REGISTRATION NUMBER
GOF NE TABLE
CURVE LENGTH (E-'ADIUS CHORD BRG CHGRD
Cl 48,18 50,00 N63°01'53'W 46,34
C2 67A, 50,00 N05°56'03'E 62,45
20, WATER ACC'! :SS & DRAINAGE EASEMENT
S84'25'13"E Z
330.28' r
AR'' fi=
25,507:��,i�t.
By Coor ,4ih;a-U_s
1g9'37'�`.' f
RS 24.5 `ICI
AREA=
20,004 sq.f t.
By Coordinates
N 89'10' 09"W
212.61'
GRAPHIC SCALE
30 0 95 30 e0
( IN')
i Inch = 30 fL
301
F��� ZR I x 30 v-k--wn
N /F
SURE
LEGEND
100 2 a '1006
. ahead City DCM
PKS
"PK" NAIL SET
IRS
IRON ROD SET
IPF
IRON PIPE FOUND
N/F
NOW OR FORMERLY
DB
DEED BOOK
MB
MAP BOOK
PG
PAGE
R/W
RIGHT OF WAY
PKF
"PK" NAIL FOUND
MBL
MINIMUM BUILDING
SETBACK LINE
CENTERLINE ROAD
CP
COMPUTED POINT
OWNER:
DB 896 PG 11 LOT 33 JOHN J. KERR & WIFE KIMBERLY D. KERR
DB 863 PG 19 LOT 32 STEPHEN& JEAN STEPHANO
REFERENCE:
DB 896 PG 11 DB 863 PG 19
MB 23 PG 5&5A
RECOMBINATION SURVEY FOR
JOHN J. KERR
SPOONERS CREEK NORTH
LOTS 32&33
MOREHEAD TWSP., CARTERET COUNTY, N.C.
SURSTRICKLAND SURVEYING, P.A. 9/6/OS /6/05EYED,
P,O, BOX 331 I,NV# FB#1
MOREHEAD CITY, N.C. 28557 DATE'
250
(252) 727-1970 9/13/05
SCAL�
THOMAS EDWARD STRICKLAND III P.L.S.
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