NCC223063_Site Plan or Location Map_20220830

LEGEND
LINES SURVEYED
---
LINES NOT SURVEYED
E.I.P. ----
EXISTING IRON PIPE
I.P.S. -----
IRON PIPE SET
C.M.S. ----
CONCRETE MONUMENT SET
E.C.M. - --
EXISTING CONCRETE MONUMENT
P.K.S. ----
P.K. NAIL SET
E.P.K. ---
EXISTING P.K. NAIL
R/W---•••--
RIGHT OF WAY
D.B. ----
DEED BOOK
P.P. ----
POWER POLE
O.H.W. ---
OVER HEAD WIRE
R.R.S. ---
RAILROAD SPIKE
(1234) --- ADDRESSES
CURVE DATA
NUMBER RADIUS JARC DIST. ICHORD BEARING JOIST. IDELTA
C-1 1480.00 1160.55 IN 6431`09" E 1159.80 19'09'49"
LINE DATA
NUMBER BEARING DIST.
L-1 N 88-57.27" E 25.22'
SURVEYOR HAS MADE NO INVESTIGATION
OR INDEPENDENT SEARCH FOR EASEMENTS
OF RECORD, ENCUMBERANCES, RESTRICTIVE
COVENANTS, OWNERSHIP TITLE EVIDENCE OR
ANY OTHER FACTS THAT AN ACCURATE AND
CURRENT TITLE SEARCH MAY DISCLOSE
O a. This survey creates a subdivision of land within the area of a county
or municipality that has an ordinance that regulates parcels of land.
O b This survey is located in a portion of a county or municapality that
Vis regulated as to an ordinance that regulates parcels of land.
c. Any one of the following:
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;
2. That the survey is of an existing building or other structure, or natural
feature, such as a watercourse; or
3. That the survey is a control survey.
O d. This survey is of another category, such as the recombination of
existing parcels, a court —ordered survey, or other exception to the definition
of subdivision.
O e. The information available to the surveyor is such that the surveyor is
unable to make a determination to the best of the surveyor's professional
ability as to provisions contained in (a) through (d) above.
This parcel is located in the MORRISVILLE Planning jurisdiction.
NORTH CAROLINA
WAKE COUNTY
I, Barry L. Scott, certify that this plat was drown under my supervision
from (an actual survey matte under my supervision)(deed description recorded
in Boole 17734, page 2420 etc.)(other), that the boundaries not surveyed
are clearly indicated as drawn from Information found In BookEEE_ page —REF-;
that the ratio of position or positional accuracy as calculated is 1:10,000+; that
this plat was prepared in accordance with NC 47-30 amended. Witness my
original signature, registration number and this 30th EMBER A.D.
2020 T.
tProfessional Land Surveyor
1, f4G
Registration Number
CLASS OF SURVEY: A
POSITIONAL ACCURACY: 0.02 U.S. SURVEY FEET
TYPE OF GIPS FIELD PROCEDURE: RTK
DATES OF SURVEY 12-14-2019
DATUM/EPOCH: NAD 83/2011
PUBLISHED/FIELD—CONTROL USE: NC COBS "NCJL2"
GEOID MODEL: 2012
COMBINED GRID FACTOR(S): 0.99991249
UNITS: U.S. SURVEY FEET
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TWIN 10" CEDAR INV. OUT=355.18'
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LOT 1, MORRIS WEST AS RECORDED IN B.O.M. 1979, PC. 673 W.C.R.
NOTE:
THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA ACCORDING TO FEMA MAP # 3720074500J
EFFECTIVE DATE: MAY 2, 2006
NO N.C.G.S CONTROL
WrTHM 2000'
1' CONTOURS
BASE ELEVATION—NAVD 88
PLAT REFERENCE
BOM 1979, PG. 552 W.C.R.
BOM 1979, PG. 673 W.C.R.
NCDOT PROJECT 6.804748
NCDOT PROJECT U--4026
60, 30, 0' 60'
1" = 60'
HORIZONTAL GROUND DISTANCE
AREA COMPUTED BY CHORD.
GEOMETRY METHOD
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