HomeMy WebLinkAboutSurveyLOT 10
BLOCK 3
SET 5/8" IRON REBAR WITH
WITH CAP ROLLINS PLS 4945
TRAVERSE POINT
SITE BENCHMARK FOUR
ATI N - 98 92
ELEV 0 - THE CENTERLINE OF A 4' HIGH
BARB WIRE FENCE IS 3.8' WEST
OF PROPERTY LINE
LEGAL DESCRIPTION
EAST ONE—HALF OF LOT 11, BLOCK 3, McNURLEN FARMS, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 4, 56, PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA.
FENCE CORNER POST IS FENCE CORNER POST IS FENCE END POST IS
9.6' NORTH AND 23.3' EAST 10.7 FEET NORTH OF 10.7 FEET NORTH OF
OF PROPERTY CORNER PROPERTY LINE X PROPERTY LINE
X
X
5' HIGH WOOD AND WIRE FENCE IS 179.4 FEET LONG
X X X X X X — X X X X X X
-- — --
lo
w X
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of
0
J
a X
< I
94
X
X 00
O
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N
X
LOT 11 --
BLOCK 3 X
N
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X
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w
a t X
W
d
PATIO
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X
SET 5/8" IRON REBAR WITH CAP ROLLINS PLS 4945 TRAVERSE
o"
o
SET 5/8" IRON REBAR WITH
p
� w
�
W �
LO
p
o
to
X
Z
X
I
X
FOUND 3/d ]NUN REBAR
WITH CAP PLS 3435 X
1.13' SOUTH AND 0.14' WEST
OF PROPERTY CORNER I
FOUND 1/2" IRON REBAR
WITH CAP RLS 2391
THE CENTERLINE OF A 4' HIGH
BARB WIRE FENCE IS 3.6' WEST
OF PROPERTY LINE
LOT 11
BLOCK 3
273.05' 0/S
OF
438.13
POLE BARN ON
CONCRETE SLAB
(UNDER CONSTRUCTION)
LOT 10
BLOCK 3
X X X — X
89'56'35" E (M) 634.26'
0
0
M
BOUNDARY SURVEY
FINAL SURVEY
5.0' HIGH CHAIN LINK FENCE IS 391.0 FEET LONG
X — X X X X — X X X X X X
634.25' (M)
N 89'58'49" E (M) 634.38' (C) 634.37' (M)
LOT 14
BLOCK 3
LOT 15
BLOCK 3
0
0
N
0
COVERED
w
a t X
CONCRETE
X
PATIO
v
^
�-
SET 5/8" IRON REBAR WITH CAP ROLLINS PLS 4945 TRAVERSE
� N
SET 5/8" IRON REBAR WITH
W �
WITH CAP ROLLINS PLS 4945
LO
TRAVERSE POINT
to
SITE BENCHMARK THREE
r
I
ELEVATION = 98.930
^
CL
'�
LOT 15
o
N 21.68' N
N
BLOCK 3
Z Ui
A/C SLAB
M
co
FOUND 1/2" IRON REBAR
WITH CAP RLS 2391
THE CENTERLINE OF A 4' HIGH
BARB WIRE FENCE IS 3.6' WEST
OF PROPERTY LINE
LOT 11
BLOCK 3
273.05' 0/S
OF
438.13
POLE BARN ON
CONCRETE SLAB
(UNDER CONSTRUCTION)
LOT 10
BLOCK 3
X X X — X
89'56'35" E (M) 634.26'
0
0
M
BOUNDARY SURVEY
FINAL SURVEY
5.0' HIGH CHAIN LINK FENCE IS 391.0 FEET LONG
X — X X X X — X X X X X X
634.25' (M)
N 89'58'49" E (M) 634.38' (C) 634.37' (M)
LOT 14
BLOCK 3
LOT 15
BLOCK 3
0
0
N
0
COVERED
w
a t X
CONCRETE
M F
PATIO
Z O
O 7
SET 5/8" IRON REBAR WITH CAP ROLLINS PLS 4945 TRAVERSE
ADDENDUM
?�
10.00' L Y r
DATE
rn 0U
a �O
CHECKED
O =SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
N Nm
WATER EQUIPMENT
o ,.i
ON CONCRETE SLAB
'�
d. 0
18.08
WELL PIPE---"-*-
N 21.68' N
CONCRETE
A/C SLAB
CONCRETE
= SET NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
DRIVEWAY
TOPOGRAPHIC
E.F.B.
0
R.E.R.
R.E.R.
OTHERWISE NOTED.
CONCRETE
ELECTRIC SERVICE PAD
NORTHEAST CORNER
SITE BENCHMARK FIVE
ELEVATION = 101.03
N 89'58'10" W (M) 634.60' (C) 634.60' (P)
BENCHMARK REFERENCE:
FIELD
LEGEND:
SET 5/8" IRON REBAR WITH CAP ROLLINS PLS 4945 TRAVERSE
ADDENDUM
BOOK
PAGE
DATE
BY
CHECKED
O =SET 5/8" IRON REBAR WITH CAP P.L.S. NUMBER 4945
POINT 2.4 FEET SOUTH AND 16.8 FEET EAST OF THE SOUTHEAST
PROPERTY CORNER OF LOT 11, BLOCK 3, MCNURLEN FARMS.
BOUNDARY AND
= SET NAIL IN DISK P.L.S. NUMBER 4945 UNLESS
ASSUMED AN ELEVATION OF 100.00 ON TOP of THIS CAP.
TOPOGRAPHIC
E.F.B.
12/15/2012
R.E.R.
R.E.R.
OTHERWISE NOTED.
(SITE BENCHMARK TWO)
SU VEY
o
0 =MANHOLE (M.H.)
CONSTRUCTION
E.F.B.
12/15/2012
R.E.R.
R.E.R.
® = CATCH BASIN (C.B.)
LAYOUT SURVEY
� = FIRE HYDRANT (F.H.)
� = WATER METER (W.M.)
UPDATE
E.F.B.
04/29/2014
R.E.R.
R.E.R.
= WOOD POWER POLE (WD. P.P.)
SURVEY
= CONCRETE POWER POLE (CONC. P.P.)
=ANCHOR AND GUY WIRE
ELEVATIONS BASED ON ASSUMED AND SHOWN THUS 0
REVISE
CONSTRUCTION
E.F.B.
06/20/2014
R.E.R.
R.E.R.
��
LAYOUT SURVEY
— — = OVERHEAD WIRES
1/L = NOT TO SCALE
REVISE
FLOOD ELEVATION INFORMATION
CONSTRUCTION
E.F.B.
07/01/2014
J.W.P.
R.E.R.
—X—= FENCELINE
LAYOUT SURVEY
FORMBOARD
MAP NUMBER 1211 1 CO165J DATE OF FIRM FEB. 16, 2012
COMMUNITY NUMBER 120285 PANEL 0165
SURVEY
E.F.B.
07/31 /2014
J.W.P.
R.E.R.
SUFFIX J
FORMUOARD
E.F.B.
09/03/2014
J.W.P.
R.E.R.
FIRM ZONE X
SURVEY
FINAL
E.F.B.
02/20/2015
J.W.P.
R.E.R.
SURVEY
5 7
i
0
O
I M
e^
i
i
320.22' 0/S
t
COVERED
:ONCRETE
PORCH
-CONCRETE
SIDEWALK
FENCE CORNER POST IS
13.1' NORTH AND 40.0' WEST
— OF PROPERTY CORNER�X
X X X
142.18'
DIRT DRIVE
I NEIN, SUBACK REQ. I
SICES _
CNR SIDES �J
REAR JJ�
FOUND 5/8" IRON REBAR WITH
CAP WITNESS CORNER PLS 3435
ON A 18.00' OFFSET NORTH OF
CALCULATED PROPERTY CORNER
NOTES:
1) LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT-
-OF—WAYS OF RECORD.
2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS
WERE LOCATED EXCEPT AS NOTED.
3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT.
4) BUILDING TIES ARE 90' OR RADIAL TO THE
PROPERTY LINE.
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT
UNLESS OTHERWISE NOTED.
LOT SQUARE FOOTAGE: 4.795± ACRES
SCALE: 1 " = 30'
LOT 9
BLOCK 3
FM AND E. ROLUNS
R
PROMSSIOI & LAND SURVEYOR
A P 3221 SW CRUMPACKER STREET
L PORT ST. LUCIE, FLORIDA 34953
772-873-4700
SET 5/8" IRON REBAR WITH
WITH CAP ROLLINS PLS 4945
TRAVERSE POINT
SITE BENCHMARK ONE
ELEVATION = 99.89
FOUND 5/8" IRON REBAR
WITH CAP PLS 3435
0.31' NORTH AND 0.12' WEST
OF PROPERTY CORNER
0
w
LOT 12
BLOCK 3
FOUND 5/8" IRON REBAR
WITH CAP PLS 3435
0.13' NORTH AND 0.17' WEST
.OF PROPERTY CORNER
lei ;71;: C�•`f Ip
ABBREVIATIONS:
(C) = CALCULATED
(C.F.T.) = CALCULATED FROM TRAVERSE
[� = CENTERLINE
C.B.S. = CONCRETE BLOCK STRUCTURE
C.L.S. = CONSTRUCTION LAYOUT SURVEY
E/P = EDGE OF PAVEMENT
E.O.W. = EDGE OF WATER
E.F.B. = ELECTRONIC FIELD BOOK
EL. = ELEVATION
FIRM = FLOOD INSURANCE RATE MAPS
FND. = FOUND
(L.D.) = LEGAL DESCRIPTION
(M) = MEASURED
N.G.V.D. 29 = NATIONAL GEODETIC VERTICAL
DATUM OF 1929.
N.T.S. = NOT TO SCALE
0/S = OFFSET
P.C.P. = PERMANENT CONTROL POINT
(P) = PLAT
P.O.B. = POINT OF BEGINNING
P.R.M. = PERMANENT REFERENCE MONUMENT
(R) = RECORD
P.C. = POINT OF CURVATURE
P. 1. = POINT OF INTERSECTION
S/W = SIDEWALK
T.O.S. = TOE OF SLOPE
T.O.B. = TOP OF BANK
-SET 5/8" IRON REBAR WITH
WITH CAP ROLLINS PLS 4945
TRAVERSE POINT
SITE BENCHMAP,K TWO
ELEVATION = 100.00
^
LOT 13
3 BLOCK 3
0 CP N
O O Co
O
V.
ULATED SOUTHEAST CORAER
OF LOT 11. BLOCK 3
(BF
1 inoh 80 &
NOTE: THE BEARINGS ARE BASED ON THE EAST LINE
OF LOT 11, BLOCK 3, McNURLEN FARMS
(SEE LEGAL DESCRIPTION) WHICH BEARS ON
AN ASSUMED BEARING OF SOUTH 00'00'00" EAST.
CERTIFICATIONS AS PROVIDED AND WORDED BY CLIENT:
CERTIFY TO:
1) Brian and Shannon Sexton
2) Harbor Community Bank
3) Trefelner Construction Inc
4) First International Title
5) First American title
PLOT DATE AND TIME: 02/23/2015 10:45 AM EST
DATE OF LAST FIELD WORK: 02/20/2015
I HEREBY CERTIFY THAT THE SURVEY SHOWN
HEREON COMPLIES WITH STANDARDS OF PRACTICE
FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17,
FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
SECTION 472.027, FLORIDA STATUTES.
ROLA�OL ROLLINS DATE OF SIGNATURE
PROFESSIONAL LAND SURVEYOR
FLORIDA REGISTRATION NUMBER 4945
NOT VALib,WITHOUT-THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF'A FLORIDA LICENSED SURVEYOR AND MAPPER.
JOB NUMBER: RR121115F