HomeMy WebLinkAboutSurvey 1-31-22SURVEYOR'S REPORT
1 This Survey shall not be valid unless sealed with an embossed Surveyor's Seal ,
2 No underground improvements have been located as part of this Survey.
3 The last field date of this Survey was: 4.6.2010.
4 This Survey was prepared using the Plat of Record only. No other documents
were provided and no search of the public records was performed by this office.
5 The Survey shown hereon and prepared this April 19, 2010 was prepared in
accordance with the requirement for field accuracy as set forth by the Minimum
Technical Standards (61G17-6FAC).
6 By acceptance of this survey all parties agree that the signing surveyor's
liability is limited to the amount paid for said Survey.
7 Unless other wise noted all bearing and distances are in accordance with the:
record plat and hove been verified by field measurements. See mop for bearing
base.
8 Parcel/Lot line locations have been based on found survey control along the
I. at PC
N_
I012
N m
N I .- O
Ism
30.00'WM
I�
12.0' --- ------
v WM
center tine of NE Lobster Road. I o a
9 LEFT BLANK. W 3 0
10 The Legal Description shown hereon was
provided by the client and/or his/her
W
representatives.
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11 No ownership of fence lines has been determined as part of this Survey., _ O
12 Off set calls to found survey control are
relative to the nearest property
corner, intersection of lines, point of curvatures (PC)', point of reverse curvatures W `°
I
(PRC) or other identifiable point.
13 Compliance with local zoning requirements and or with requirements set forth
by other State, Public, and/or Private entities has not been verified as part of
this Survey.
I
14 Elevations shown are in accordance with
the North American Vertical Datum a: 1
15 By clients testimony this was revised to
show an existing enclosure of an area
previously occupied in part by a shed. this
does NOT represent a field survey or I
cation of walls
LEGEND
C/E —Covered Entry
CAC - Concrete Pad with Air Conditioning.
Flood Zone Data derived b scaling
Y 9
CBS — Concrete Block Structure
methods of the official FEMA Maps and
CUP — Corrugated Metal Pipe
CPE — Concrete Pad with Pool Equipment
limited to the accuracy of such maps.
Y F '
CTv - Cable ry Box
Flood Zone: X Community #: 120285
Hv -water Cate Valve
h
HID -fire Hydrontl
Pane # : 0278 Suffix: K Date: 2,19.2020'
O/L — Overhead utility Line
PP — Power Pole
TCB — Telephone Communications Box
St. — Street Light
SSMH - Sanitary Sewer Manhole
t
PREPARED FOR:
UB — utility Box
wM - water Meter
"x4"Concrete
Douglas J. -Leighton, Jn
FCM - Found 4, Monument
FiP — Found 1' Iron Pipe
Angel Oak Mortgage Solutions LLC, Its sucesso
Found Iron Pipe with cap 164967'
FIPC — Iron Rod
FIR —Found 5
and/or assigns as their interest may appear
FIRC — Found 15 Iron Rod with cap
First American Title Insurance Company,
SIRC — Set J5 Iron Rod with Cap IW17357"
FIPC — Found 1/2' Iron Pipe with Cap
FM — Found Nag Nail
FM7 — Found Nag Nail with Tin Tab
By: Regina C. Kamer, PSM Florida Registration #
FMD — Found Nag Nail with Disk 4363
FN — Found Nall
F—Found Nail with Tin Tab
FPK —Found PK Nail Kamer �
Surveying Inc. LB#7357
PK
FPKD — Found PK Nag with Disk
FRRS — Found Rail Road Spike
/Co — In Pavement Cut Out
Prepared For:
Douglas J. Leighton, Jr.
LEGAL DESCRIPTION
Lot 9, Block 73, RIVER PARK - UNIT 9 PART 'A'; according to the Pla
thereof, as recorded in Plat Book 14, Pages 31, Public Records of St.
Lucie County, Florida.
I
Lot 10 Block 73
6'Drainage & Utility Easement
'18'30"E 110.00' Fence corner
o �
r —Fence Line—
Noi ID 6'Drainoge'j& Utility Easement !o j i -
20.2' 6 9''-p
2 0 he`- F o d'
25' Bu�ing Setback CAR PORT N
w
Conc. Drive EL. 15.18 J
Rim at FIP
El.14..02 No ID
RMH
11.0
C nc.w
I
'i I I
u
3.9
11.9,
--1-- Newly
Enclosed
o
Area
I
o ry
See NOTE# 15at
4
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-- 48.8 ---------00
`
y m o>
103,
wI
n z r°
Lot 9 Block
73I I
I
em
23.8.'
Building Setback Line to
I�L-4-7.5'
L—
-q--'1
6'Drainage
&
Utility Easement
TCB
_ I _ _ N00"18'30 "W 110.00' - 1.
6'Drainage & tility Easement
iLot 8 Block 73
NOTE:
(This property is in a RS-4 Zoning District.. In accordance witd the L d
Development Code,: Chapter VIl Development Code Section 7.04.04 the following
property development standards should be adhered to:
Front Building Setback 25', RECEIVED
Side Building Setback = 7.5',
Rear Building Setback = 15' JAN 31 2022
Total _maximum coverage = 309
St.,Lucie County
KARNER SURVEYING, INC.
Residential & Commercial Surveying Services
I 1
2740 SW Martin Downs Blvd #333
Palm City, Florida.-.3499
PHONE: 1-772-288 7206 FAX. 1-772-223 8181i Synv p,N, r u
4;z
Sheet Titles .ljl
Boundary Survey
Sheet Na,
1 OF 1
Draping Name,
Proj: SLC_RiverPark1RivParkU9A-73-9
.Scafo,,,a10,
Da e, -
Drom Dy,
Feld ook�
or00-1
1001
Job No.,
Project.
f 003-16