20231464 Ver 1_Site Plan_20231031

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
3118/2008.
6. CONSULT WITH GOVERNING AGENCY
FOR PREVAILING LAND DEVELOPMENT
AND ZONING REQUIREMENTS PRIOR TO
DESIGN OR CONSTRUCTION OF ANY
IMPROVEMENTS.
�o
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4626-42-4585
!n
MARK N. CEHON
M
DEBORAH A. CEHON
DB 1461, PG 19
7
(TIE LINE)
S 57'28'43" E
82.42'
=p�. OFESSIv
Q� SEAL
y L-4942 p�
' .'�1�
.,e�_g
JUSTIN R. WILLIAMS, P.L.S. G SU. '
18335 OLD STATESVILLE ROAD P
SUITE A
WOOD DOCK CORNELIUS, N.C. 28031
& PIERS
LAKE [phone]
ATORMAN
BRICK SEAWALL / \
� BLDG &WALK WAY
N TO PIER
24" RCP ADJOINER'S /
WOOD -� INV:757.23' SEAWALL
BLDG —
19.9'—
n
FEMA FLOOD LINE
100 YEAR +1
\ 1 # REBAR FOUND SHOWN PER FEMA PANEL MAP
\ 1 \ 1.08' ONLINE (NOT FIELD LOCATED) --\
1�11
k
ABO EO ONCOD EpK B \ \
18.7' ATIO
8EL0 SCREEN PATIO U
W ADDITION rn p
I30.5 mvT+
\50' LAKE /
BUFFER
U1 \
41
� !
I �
V
24" RCP
1 �Z
-INV:761.86'
— 24" RCP
\ 1\ INV:763.13'
I 1 \ M 2 6439
JAM ES ESR.I<UNKLE
1B BRICK
STORYN �- \ LINDA KUNKLE
W/ BASEMENT \ DB 2070, PG 2275
FFE:781.631gI ,j0. \k
LL \
NO EVIDENCE FOUND IN
4_0' 30 5 48.6' \ PUBLIC RECORDS FOR
T \ STORM DRAINAGE EASEMENT
\U DECK
Q
o \
—� CONC.
DRIVE
.0 \
WELL \
HOUSE \\
\\
35' FRONT fig• \\ �\NE�, �
�SETBACK �\ IPA 8 'Oro
LOT 33 \ �
20,285 SQ. FT.\
0.466 ACRES
DROP INLET
RIM:778.73'
Q B0. I NV:774.85'(24" RCP)
L3 r�
WALL
O EDGE OF PAVEMENT
C
^ o�
LAKE'LAND 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
z -BENCH MARK #1:
0.5" PIPE
N:662,396.65'
\ E:1,424,562.23'
ELEV:781.22'
401210113
#4 REBAR FOUND
IRON PIPE
COMPUTED POINT
YARD INLET
H VAC
UTILITY POLE
SUBJECT PROPERTY LINE
ADJOINER PROPERTY LINE
BUILDING SETBACK
PUBLIC DRAINAGE EASEMENT
STORM PIPE
FEMA FLOOD LINE
O
•
0
0
Physical Survey of Lot 33 of Holiday Harbor
Professional
Property
Surveyors, Inc.
Property of:
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
tY
704-765-5134 Phone/Fax
Firm License: C-3666
101121-03
JUL
>_ 1:10,000
1"=30' (11"X 17")
Drawing Scale
4626-42-5449
FURR
1 of 1
10/15/2021
Date
Job No.
Prepared By
Error of Closure
Tax Parcel Number
Drawing He Name
Sheet Number

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