20231443 Ver 1_170 LAKELAND RD 11X17 FINAL_20231020

BENCH MARK #2:
1" PIPE
N:662,655.26'
E:1,424,589.40'
ELEV:760.60'
F_
NOTES:
1. NO NCGS MONUMENT FOUND WITHIN
2000'. NC GRID COORDINATES AS SHOWN
HEREON ARE BASED UPON GPS
OBSERVATIONS UTILIZING NCGS
NETWORK RTK SYSTEM AND ARE 50' LAKE ass,
REFERENCED TO THE NAD 83(NSRS 2011) BUFFER
DATUM. VERTICAL POSITIONS ARE
REFERENCED TO NAVD 88(GEIOD 12B). \�
2. PROPERTY MAY BE SUBJECT TO OTHER
COVENANTS, RESTRICTIONS,
EASEMENTS OR RIGHTS -OF -WAY THAT
MAY BE OF RECORD, AND AS
RECORDED IN DB 381, PG 232.
3. THE SETBACKS SHOWN ARE PER
IREDELL COUNTY'S "RR" ZONING.
4. THE SETBACKS AS FOUND IN DB 381, PG
232 ARE AS FOLLOWS:
SIDE=10'
FRONT=30'
5. A PORTION OF THE PROPERTY IS
LOCATED IN THE FLOODWAY AREA
ACCORDING TO FEMA FLOOD PANEL
MAPS. HOWEVER, THE PRINCIPAL
STRUCTURE IS ABOVE AND BEYOND
THE SPECIAL FLOOD HAZARD AREA PER
FEMA PANEL 3710462600J; DATED
3/ 18/2008.
6. CONSULT WITH GOVERNING AGENCY
FOR PREVAILING LAND DEVELOPMENT
AND ZONING REQUIREMENTS PRIOR TO
DESIGN OR CONSTRUCTION OF ANY
IMPROVEMENTS.
14_0'
�O
LU
M
4626-42-4585 !n
MARK N. CEHON �l
DEBORAH A. CEHON I
DB 1461, PG 19
(TIE LINE)
S 57�^ E
82.42'
=O•.•'�FE IOti'' Q� SEAL v
y L-4942 p�
JUSTIN R. WILLIAMS, P.L.S.
18335 OLD STATESVILLE ROAD P
SUITE A
wOOD DOCK CORNELIUS, N.C. 28031
& PIERS
LAKE [phone]
NORMAN
BRICK SEAWALL \
(3� BLDG &WALK
/
WAY /
/
TO PIER
L1 N
AD101NER'S /
WOOD -�
24" RCP
INV:757.23' SEAWALL
.= BLDG
19.9' ��
-
o
n
FEMA FLOOD LINE
100 YEAR +1
\ 1 # REBARFOUND SHOWN PER FEMA PANEL MAP
1 \ 1.08' ONLINE (NOT FIELD LOCATED) -
''f
1 50' LAKE
k 46' . �F� �F
1 \ BUFFER /
a
0
1 N
ICK
J W AL
�
\
1
1 Us
DECK '
ABOVE DE
E CONC.
24" RCP
1 �Z INV:761.86'
7 PATIO
1
BELO SCREEN PATIO
wADDI -ION
LA 24" RCP
\\
p INV:763.13'
30.5
m
4626-42-6439
JAMES R. KUNKLE
1B BRICK N
�- \ ^ LINDA KUNKLE
DB 2070, PG 2275
W/ BASEMENT
\
FFE:781.63'\�
1.9'
O. \
NO EVIDENCE FOUND IN
30.5'
PUBLIC RECORDS FOR
STORM
GOD;
\ DRAINAGE EASEMENT
\�
HOUSE
35'FRONT
SETBACK
-LOT LOT 33
20,285 SQ. FT`
0.466 ACRES �e
S�
C
L3�
BRICK WALL
1�
O EDGE OF PAVEMENT
C
LAKELAND ROAD
60' PUBLIC R/W (MB. 7, PG. 29)
LINE
BEARING
DISTANCE
L1
S 59'43'10" E
29.39'
L2
S 07*3015 E
47.99
L3
N 57'27'06" W
27.89'
CURVE I LENGTH I RADIUS I CHORD I CHORD BRG
C1 1 91.00' 1 307.77' 1 90.67' IN 65'18'38" W
Graphic Scale
30 15 0 30
Scale of Drawing 1 Inch = 30 Feet
\
\OA
A 85 irk
\_ DROP INLET
• R IM:778.73'
\ ,80• INV:774.85' (24" RCP)
z -BENCH MARK #1:
0.5" PIPE
N:662,396.65'
\ E:1,424,562.23'
ELEV:781.22'
1110121,921110
#4 REBAR FOUND
IRON PIPE
COMPUTED POINT
•
YARD INLET
H VAC
0
UTILITY POLE
0
SUBJECT PROPERTY LINE
ADJOINER PROPERTY LINE
BUILDING SETBACK
PUBLIC DRAINAGE EASEMENT —
— — —
STORM PIPE
-----ST-
FEMA FLOOD LINE ----------
Physical Survey of Lot 33 of Holiday Harbor
Professional
� Property
Surveyors, Inc.
Property Of:
p y
As Recorded in:
Site Address:
18335 Old Statesville Road Ste. A
Timothy S. Furr
Map Book 7, Pg 29-30
170 Lakeland Road
Mooresville, NC 28117
Cornelius, N.C. 28031
Beatrice N. Furr
Deed Book 2767, Pg 1779
Iredell County
704-765-5134 Phone/Fax
Firm License: C-3666
101121-03
JML
>_ 1:10,000
1"=30' (11"X 17")
Drawing Scale
4626-42-5449
FURR
1 of 1
10/15/2021
Date
Job No.
1 Prepared By
Error of Closure
Tax Parcel Number
Drawing File Name
Sheet Number