NCC230350_Site Plan or Location Map_20230207

VICINITY MAP (NITS)
SETBACKS PER;
PB 2021 PG 247-248
FRONT 40'
SIDE 25'
REAR 25'
CORNER SIDE 40'
IMPERVIOUS AREA
HOUSE 2,429 SQ.FT.
DRIVE TO R/W 2,257 SQ.FT.
TOTAL 4,686 SQ.FT.
:ONDITIONING UNIT
E GROUND
K OF CURB
N GROUND
ILE TV
i BASIN
VERED
: DRIVEWAY
FRIC BOX
fRIC METER
E OF PAVEMENT
fRIC PEDESTAL
HYDRANT
ATION CONTROL VALVE
POLE
ER
I OR FORMERLY
H
:R POLE
IFORCED CONC PIPE
iT OF WAY
SW=SIDEWALK
TP=TELEPHONE PEDESTAL
TF=TRANSFORMER
WM=WATER METER
WV=WATER VALVE
VWPDE=VARIABLE WIDTH PERMANENT DRAINAGE EASEMENT
0 EIP=EXISTING IRON PIPE
0 IRON PIPE SET
0 EIR=EXISTING IRON ROD
LINE TABLE
LINE
LENGTH
BEARING
Ll
92.17
S38°15'357W
L2
65.03
N38°08'34'W
L3
47.05
N38°08'34'W
L4
82.74
N37°ll'31'E
CURVE TABLE
CURVE
I LENGTH
I RADIUS
I BEARINGI
CHORD
ClI
182.931
730.00
1 S62°52'26'W
1 182.45
5 CP
O
T1
�O
Z X
r
Ca 0 Y
LLJ
\ LLJ
\ IU
JJ
U
CERTIFICATE OF ACCURACY & MAPPING 44
I D.B. FLOYD PLS CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY
DONE UNDER MY SUPERVISION, AND THAT THE ERROR OF
CLOSURE AS COMPUTED BY CO-ORDINATES IS LESS THAN
1:1o,oP R E L I M I N A R Y
D.B. FLOYD, PLS L-3640 DATE
THIS MAP IS ONLY INTENDED FOR THE PARTIES AND
PURPOSES SHOWN. THIS MAP IS NOT FOR RECORDATION.
NO TITLE REPORT PROVIDED. ANY VISIBLE ENCROACHMENTS
ARE SHOWN HEREON.
THIS MAP MAY NOT BE A CERTIFIED
SURVEY AND HAS NOT BEEN REVIEWED BY LOCAL
GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY
APPLICABLE LAND DEVELOPMENT REGULATIONS
AND HAS NOT BEEN REVIEWED FOR COMPLIANCE
WITH RECORDING REQUIREMENTS FOR PLATS.
1.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN
U.S. SURVEY FEET UNLESS OTHERWISE NOTED.
2.AREAS SHOWN HEREON WERE COMPUTED USING THE
COORDINATE METHOD.
31INES NOT SURVEYED ARE SHOWN AS DASHED LINES
FROM INFORMATION REFERENCED ON THE FACE OF THIS
SURVEY.
4.PROPERTY MAY BE SUBJECT TO ANY/ALL EASEMENTS
AND RESTRICTIONS OF RECORD. THIS SURVEY IS A
CORRECT REPRESENTATION OF THE LAND PLATTED AND OR
DEEDED AND HAS BEEN PREPARED WITHOUT THE BENEFIT
OF A TITLE REPORT. A NORTH CAROLINA LICENSED
ATTORNEY -AT -LAW SHOULD BE CONSULTED REGARDING
CORRECT OWNERSHIP, WIDTH AND LOCATION OF EASEMENTS,
AND OTHER TITLE QUESTIONS REVEALED BY TITLE
EXAMINATION.
5.DRIVEWAY IMPERVIOUS CALCULATION SHOWN HEREON
CALCULATED TO THE FRONT PROPERTY
LINE/RIGHT-OF-WAY.
_ 6. VWPDE, CREEKS AND BUFFERS SHOWN HEREON ARE
APPROXIMATE AND HAS BEEN SCALED FROM PB 2021,
PG 247-248. NOT TO BE USED FOR STAKING PURPOSES.
309.53,
SETBACKS�TYP) _ _ _ _
\ NTS
\
\
\
53 \\ s
Q \ "O.
0
3.345 AC.±
s ���
LINE TABLE
LINE
I LENGTH
BEARING
LS
59.51
N61°17'09'W
CURVE TABLE \
CURVE LENGTH RADIUS BEARING CHORD
Cl 152.04 730.00 S76'01'09'W 151.77
GRAPHIC SCALE
100 0 50
1 inch = 100 ft.
0_
LwL
LL �q, \
U O>
O O
[IfQ
Q �
Lo
52 ,
IMMMMEANNOW_MWA
i
54
06 e
P
691
REVISION: NEW PLANS 10/31/22
uv APS IxAVAx� TRAVARS BUILT HOMES E C L 5'
DRAWN BY:
[� SURVEYED BY: 145 ANNELIIS LANE, SILER CITY G L O 8 A L,—
U.S. VETERAN -OWNED
LOT 53 THE LANE @ CATTAIL CREEK SUBDIVISION 19 N McKINLEY ST
r SCALE: 1"=100' coATS, NO 27521
HADLEY TWP., CHATHAM CO., NC
N FIELD WORK: DWG DATE: 910.897.3257Ec�s��o eau Nc.com
7_R_99 B.M. 2021, PG. 247-248 910.897.2329 (FAX) CO#C-4175A