HomeMy WebLinkAboutSURVEY 1SCABNY ED
St. Lucie County
y This page one (1) of two (2) of this map of survey
containing the Surveyor's Report, Flood Zone Designation,
.t overall boundary information, legal description and other
pwent information, shall not be full and complete without
pog two (2) of two (2) of this survey. Page two (2)
contor s important information regarding the improvements
locate on the subject property
!:
/ �� ISLAND
LEGEND.'"",/'
CIE — Covered Entry
GC — Concrete Pod with `09
CS — Catch Basin.
CBS — Concrete Block Structure .2
CUP — Corrugated Metal Pipe r9
CPE —.Concrete Pad with Pool Equipment
CTV — cable 1v Box
EB — nectronic Box
GV — Water Cate Valve
HYD — Fire Hydrant
0/1. — overhead Utility Une
PP — Power Pole
SSUH — Sanitary Sewer Manhole
TCB — Telephone Communications Box
Us — ublity Box
Him — Water Mater
FCM — Found 4'x4'Concrete Monument
RP — Found }' Iron Pipe
RPC — Found Iron Pipe with Cop
nR' — Fouts 5 Iron Rod
FlRC — Found 15 Iron Rod with Cop
SIRC — Set 15 Iron Rod with Cap IB17757'
nPC — Found 112' Iran Pipe with Cop
F1I — Found Mag Nail
FMD — Found Mag NO with Disk
IN — Found Nail
FNU — Found Noil with Rn Tab
FPK — Found PKNm1
FPKD — Found PK Nail with Disk
FRRS — Found Rn0 Road Spike
/CO — In ,Pavement Cut Out
Prepared For.
Lot 35
Lot 35 RES RVE PLANTATION PHASE IIA
Plot Bo 2 Page 13, St Lucie County point of
S76" ' "W 373.45' Beginnin
S76-1
4. 'r
FlRC 192.72' FlRC
LB4363 LB4363
V
Radius=220.04'
Delta =34"07'55"—
LAKE Length=131,08'
MR. & MRS. CONNOLLY
—j
FlRC
No ID
0. 14'N
FlRC
LB3432
Being a parcel of land lying in Section 28, Township 36 South, Range 39 East, St. Lucie County, Florida, being more
particularly described as follows:
II Begin at the Southeast corner of Lot 35 of the Plat of Reserve Plantation Phase ICA, as rcorded in Plot Book 26,
1 ° e mruwn. pages 13 and 13A to 138, Public Records of St. Lucie County, Florida; thence South 76 degrees 13'04"West along the
Southerly line of said Lot 35, a distance of 374.31 -feet to a point on a curve concaveto the Northeast, having a
radius of 446.45 feet, central angle of 32 degrees 0238" subtended by a chord having a length of 247.21 feet and
�1 bearing South 52 degrees 59'07" East, said point on a curve also being on the Northeasterly line of the Plot of
IIZ Sabot Creek, Phase IV, as recorded in Plat Book 24, pages 17 and 17A, Public Records of St. Lucie County, Florida;
FF„ thence Southeasterly along the arc of said curve and the Northeasterly line of said Plot of Sobal Creek, Phase N, a
Ia distance of 249.68 feet to a point of compound curvature concave to the North, having a radius of 452.07 feet,
iN central angle of 29 degrees 43'17, subtended by a chord having a length of 231.88 feet and bearing South 83
O1 degrees 53'32" East; thence Easterly along the arc of said curve and the Northerly line of said .Plat of Sabot Creek,
I^'' Phase IV, a distance of 234.51 feet to a point on a curve concave to the East, having a radius of205.00 feet,
\ central angle of 35 degrees 18'40 ; subtended by a chord having a length of 124.35 feet and bearing North 03
�� \_ _degrees 49'35" East; thence Northerly along the arc of said curve, and departing from the Northerly line of said
'P Sabot Creek, Phase IV, a distance of 126.34 feet to the point of reverse curvature concave to the Southwest, having ,
a radius of 25.00 feet, central angle of 69 degrees 23'46 , subtended by a chord having a length of 28.46 feet and
bearing North 13 degrees 12'58" West; thence Northerly along the arc of said curve a distance of 30.28 feet to the
point of reverse curvature concave to the Northeast, having a radius of 220.04 feet, central angle of 34 degrees
07'55 , subtended by a' chord having a distance of 129.15 feet and bearing North 30 degrees 50'53" West, said point
of reverse curvature also being the proposed Southwesterly right. of way of Plantation Lakes Drive; thence
Northwesterly along the arc of said curve and proposed Southwesterly right of -way of Plantation Lakes Drive, a
distance of 131.08 feet to the Point of Beginning.
SURVEYOR'S REPORT
0 o G"tor Mn. or I This Survey shall not be valid unless sealed with an embossed Surveyor's Seal
Plantation 2 No underground improvements have been located as part of this Survey.
Lakes Drive Y•
t 'u� 3 The lost field date of this Survey was: i 1-24-15.
r o 4 This Survey was prepared using the Plat of Record only. No other documents were provided and no search
N1> of the public records was performed by this office.
o Radius=25.00' 5 The Survey shown hereon. meets the requirement for field accuracy in a suburban area as set forth by the
elta=69'23'46"Minimum Technical Standards (5J-17050-052FAC).
gth=30.28' 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 have been
verified by field measurements. See map for bearing base.
h ry \ `8 Parcel/Lot line locations have been based on found survey control along the center line of Plantation Lakes
Drive.center Une of
Saddle brook 9The purpose of this survey is to show the graphical location of trees at a breast height circumferences
Drive larger than 4" relative to the 9
g proposed improvements.
10 The Legal Description shown hereon was provided by the client and/or his/her representatives.
Radius=205.00'(P) II No ownership of fence lines has been determined as. part of this Survey.
Delta=35"7.2'19"(P) 12 Off set calls to found survey control are relative to the nearest property corner, intersection of lines, point
Length=126.56'(P) of curvatures (PC), point of reverse curvatures (PRC) or other identifiable point.
Radius=205.00'(D) 13 Compliance with local zoning requirements and or with requirements set forth by other State, Public,
Delta=35'18'40"(0) and/or Private entities has not been verified as part of this Survey.
Length=126.34'(0) 14 Elevations shown hereon are in accordance with the North American Vertical datum of 1988 and have been
based on County Bench Mark Maple at Elevation 7.956 NAVD
FEMA Flood Zone data shown here on is based on PREPARED FOR:
the visual inspection of the digital Flood Hazardous Deborah A. &Mark S. Confloll
Maps provided by the Federal Emergency Y
Management Agency (FEMA) and is limited to the Pre CO Ipfl IR 1
accuracy of such maps. Prepared $ R n ; .ne , PSM#4363
Flood zone: x, Community y: 120265 Karner n 1 B 5
Panel #:. 0260, Suffix: J, Dote: 2.12.20.12
KARNER SURVEYING, INC.
Residential do Commercial Surveying Services
2740 SW Martin Downs Blvd.#333, Palm City, FI.34990
Phone: (772)288 7206 Fax:(772)223 8181
mro+ R.Hslon Dex aax sne.e nM"
12.15.r Add FFF PG 2 Boundary Survey
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Proposed Building Detail 1 "=20' 2 02•
48.00-
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11.33' 3.33' m \
o � \
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N o V \
2.67' \
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8.29 -34.04 S I
N
2.00'�
o Proposed .Residence at finished Floor Elevation 28.4
O V
2.0N,,
N I
R7 nn'
Prepared For:
MR. & MRS. CONNOLLY
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quare
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G AT FINISHED FLOORy�
ELEVATION 28.35
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No
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This page. two (2) of two (2) of
this map of. survey containing
information regarding the
improvements located on the
subject property, shall not be full
and complete without page one (
of two (2) of this survey. Page
RK Set Mag
one (1) of two (2) containing the
El. 23.37"
Surveyors Report, Flood Zone
Designation, overall boundary
adius=220.04'
information, legal description and
other pertinent information,
ta=34007'55"
th=131.08'
,hhh LEGEND
ti ca - Co,
cac - co,
Al Air
e1�
CBS -Catc Cc,
23.60
t
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Egrv- ®
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l
Gv - Wate
OIL - a,
3 70 Nam.
pp - Po w
`
SSMH - S
TC8 - Tek
3 5t3.9 us - uatli
\ 3.62
EW- wail
FCM - Fm
`
nP - Fom
npc - Fo
- 236
m
- FoFlRC
)(24.01FIR
- Fo
SIRC - Se
63
FIPC - Fo
2366 \
�F1--Four
//240
Radius=25,00'
Delta=69a23'46iLength=30.28'
3Radius=205.00'(P)
a. 5
06 Length=126.5
a Radius=205.00'(0)
�w m a� o y Delto=35.18'40"(D)
W U
Length=126.34'(D)
k c
.9R nG1
0.49'W
KARNER SURVEYING, INC. ;
Residential & Commercial. Surveying Services i
2740 SW Martin Downs 81vd.#333, Palm City, F1.34990
Phone: (772)288 7206 Fax:(772)223 8181 wmw awweu
wwW.KeaelrasllRVFY1NGINC.COM korner@comcast.net V—=W==
S►DES
OF1 S
REAR
ram
r-Fr
- Fa
D - F
S - F
I-m
with
Equipment
Wity Line
Senor Manhole
Communications Bar
w
WConcrete Monument
ron Pipe
Iran .Pipe with Cap
Iron Rod
Imn Rod with Cap
wn Rod with Cap 'L817J57-
2•, ban Pipe with Cap
Nag
g Nail with Disk
It-witb Tin Tab
Nag
PLAN
magma
Survey
i Pi
LEGAL DESCRIPTION
Being a parcel of land lying in Section 28, Township 36 South, Range 39 East, St. Lucie County, Florida, being more
two (2) of this map of surveyparticularly described as follows:
isReport, Flood Zone Designation, Begin at the Southeast corner of Lot 35 of the Plat of Reserve Plantation Phase IIA, as rcorded in Plat Book 26,
nation, legal description and other ,,,,,, pages 13 and 13A to 13B, Public Records of St. Lucie County, Florida; thence South 76 degrees 13'04'West along the
shall not be full and complete without FPKD Southerly line of said Lot 35, a distance of 374.31 feet to a point on a curve concave to the Northeast, having a
(2) of this survey. Page two (2) LB4363 radius of 446.45 feet, central angle of 32 degrees 0238" subtended by a chord having a length of 247.21 feet and
Drmation regarding the improvements
t property bearing South 52 degrees 59'07" East, said point on a curve also being on the Northeasterly line of the Plat of
Z Sabot Creek, Phase IV, as recorded in Plat Book 24, pages 17 and 17A, Public Records of St. Lucie County, Florida;
thence Southeasterly along the arc of said curve and the Northeasterly line of said Plat of Sabot Creek, Phase IV, a
distance of 249.68 feet to a point of compound curvature concave to the North, having a radius of 452.07 feet,
central angle of 29 degrees 43'17'; subtended by a chord having a length of 231.88 feet and bearing South 83
degrees 53'32" East; thence Easterly along the arc of said curve and the Northerly line of said Plot of Sabal Creek,
Phase IV, a distance of 234.51 feet to a point on a curve concave to the East, having a radius of 205.00 feet,
ro central angle of 35 degrees 18'40 ' subtended by a chord having a length of 124.35 feet and bearing North 03
I� degrees 49'35" East; thence Northerly along the arc of said curve, and departing from the Northerly line of said
Lot 35 `a Sabot Creek, Phase IV, a distance of 126.34 feet to the point of reverse curvature concave to the Southwest, having
a radius of 25.00 feet, central angle of 69 degrees 2346 ; subtended by a chord having a length of 28.46 feet and
_ bearing North 13 degrees 1256" West; thence Northerly along the arc of said curve a distance of 30.28 feet to the
Lot 35 RES RVE PLANTATION PHASE ILA point of reverse curvature concave to the Northeast, having a radius of 220.04 feet, central angle of 34 degrees
Plat So 2 Page 13. St Lucie County- point of I 07'55 , subtended by a chord having a distance of 129.15 feet and bearing North 30 degrees 50'53" West, said point
Beginnin of reverse curvature also being the proposed Southwesterly right of way of Plantation Lakes Drive; thence
S76" „ 4 8r 373.45' 40 Northwesterly along the arc of said curve and proposed Southwesterly right of way of Plantation Lakes Drive, a
-- RC distance of 131.08 feet to the Point of Beginning.
4. I* LBIRC 192 72' LB4363 A SURVEYOR'S REPORT
cPlantationCarLifto °f 1 This Survey shall not be valid unless sealed with an embossed Surveyor's Seal
c�c 2 No Survey.
underground improvements have been located as P y art of this .
Radius=220.04 Lakes Drive 3 The last field date of this Survey was: 11-24-15.
Delta=34"07155" `
c� 0 4 This Survey was prepared using the Plat of Record only. No other documents were provided and no search
this office.
Length=131.08 0 ? Radius=25.00' 5f The Surythe ley shown ic shereon meetwas s they requirement for field accuracy in a suburban area as set forth by the
elta=69"23'46"Minimum Technical Standards (5J-17.050-052FAC).
gth=30.28' 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 have been
verified by field measurements. See map for bearing base.
_8 Parcel/Lot line locations have been based on found survey control along the center line of Plantation Lakes
G"Mr Lim of Drive.
dlebrook 9 The purpose of this survey is to show the graphical location of trees at a breast height circumferences
Drive larger than 4" relative to the proposed improvements.
.00(P) 10 The Legal Description shown hereon was provided by the client and/or his/her representatives.
05.
P 11 No ownership of fence lines has been determined as part of this Survey.
() 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 (PRC) or other identifiable point.
I 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.
1 14 Elevations shown hereon are in accordance with the North American Vertical datum of 1988 and have been
based on County Bench Mark Maple at Elevation 7.956 NAVD
FEMA Flood Zone data shown here on is based on PREPARED FOR:
the visual inspection of the digital Flood Hazardous Deborah A. & Mar C O
Maps provided by the Federal Emergency
tanagement Agency (FEMA) and is limited to the
Polo Construction I C.
ccurocy of sucn maps. Prepared By: Regin rn , 4 63
;od Zone: X, Community #: 120285 Kamer Surveying,
nel #., 0260, Suffix: J, Date: 2.12.2012
G, INC.
syinq Services
Palm City, F1.34990
Fax:(772)223 8181
mret mia
Boundary Survey
Sro(e.
Daty
un.,, ay,
here soa,.
ano-i
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Job Nay
LADD f6r.
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Sheet Ili•
2 OF 1
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SL"� PWIm
This page one (1) of two (2) of this map of survey
containing the Surveyor's Report, Flood Zone Designation,
overall boundary information, legal description and other
pertinent information, shall not be full and complete without
page two (2) of two (2) of this survey. Page two (2)
contains important information regarding the improvements
located on the subject property
4
Q s e
2 >7 ti
1r77
%i
Lot 35
Lot 35 RES RVE PLANTATION PHASE ILA
Plot Bo -2 Page 13, St Lucie County point of
S76" "W 373.45' Beginning\
4. t FlRC 192.72' FIRC
/ ISLAND
LB4363 L04363
VRadius=220.04'
Delta=34"07'55"-
LAKE Length=131.08'
ir. �•� J o@ •a
LEGEND JJ 'Po
C/E - covered Ent? �Pi aG
CAC - Concrete Pad with `0Air
CB - Catch B siGaning ,pf� �2.
0.
CBS - Concrete flfock Structure o�
CUP -Corrugated Metal Pi A.9
CPE -Concrete Pad with Pool Equipment 'a
CN -Cable N Box
EB - Electronic Box
GV - Water Gate Valve
HYD - Fire Hydrant
OIL - Overhead Utility Line
PP - Power Pole
SSMN - Sanitary Sewer Manhole
TCB - Telephone Communications Box
UB - Utility Box
WM - Water Meter
FCM - Found 4'x4'Concrete Monument
FlP - Found J' Iron Pipe
FIPC - Found Iron Pipe with Cap
RR - Found 15 Iran Rod
FlRC - Found 15 Iron Rod with Cap
SIRC - Set 15 Iron Rod with Cap 'I.B(7357'
nPC - Found 1/2' Iron Pipe with Cap
FM - Found May Nail
FMD - Found Mag Nail with Disk
FN - Found Nail
FIR - Found Nall with Tin Tab
FPK - Found PK Nail
FPKD - Found PK Nail with Disk
FRRS - Found Rail Road Spike
/Co - In Pavement Cut Out
Prepared For:
0
"yto S\R`S?
e�9t/r ,94`T J
Le��Z2 4 S (P�J%
MR. & MRS. CONNOLLY
FPKD
40.0'
LEGAL DESCRIPTION
Being a parcel of land lying in Section 28, Township 36 South, Range 39 East, St. Lucie County, Florida, being more
particularly described as follows:
Begin at the Southeast corner of Lot 35 of the Plat of Reserve Plantation Phase IM, as rcorded in Plat Book 26,
FlRC pages 13 and 13A to 13B, Public Records of St. Lucie County, Florida; thence South 76 degrees 13'04"West along the
84363
L84363 Southerly line of said Lot 35, a distance of 374.31 feet to a point on a curve concave to the Northeast, having a
radius of 446.45 feet, central angle of 32 degrees 02'38" subtended by a chord having a length of 247.21 feet and
bearing South 52 degrees 59'07" East, said point on a curve also being on the Northeasterly line of the Plat of
Z
Sobal Creek, Phase IV, as recorded in Plot Book 24, pages 17 and 17A, Public Records of St. Lucie County, Florida;
w
thence Southeasterly along the arc of said curve and the Northeasterly line of said Plat of Sabot Creek, Phase W, a
distance of 249.68 feet to a point of compound curvature concave to the North, having a radius of 452.07 feet,
u
central angle of 29 degrees 43'17, subtended by a chord having a length of 231.88 feet and bearing South 83
degrees 5332" East; thence Easterly along the arc of said curve and the Northerly line of said Plat of Sobal Creek,
Phase IV, a distance of 234.51 feet to a point on a curve concave to the East, having a radius of 205.00 feet,
!2
\ central angle of 35 degrees 18'40 ' subtended by a chord having a length of 124.35 feet and bearing North 03
03
\_ degrees 4935" East; thence Northerly along the arc of said curve, and departing from the Northerly line of said
Sabot Creek, Phase IV, a distance of 126.34 feet to the point of reverse curvature concave to the Southwest, having
a radius of 25.00 feet, central angle of 69 degrees 23'46, subtended by a chord having a length of 28.46 feet and
_
bearing North 13 degrees 12 58" West; thence Northerly along the arc of said curve a distance of 30.28 feet to the
point of reverse curvature concave to the Northeast, having a radius of 220.04 feet, central angle of 34 degrees
07'55 , subtended by a chord having a distance of 729.15 feet and bearing North 30 degrees 50'53" West, said point
40.0'
FlRC
No ID
0.14'N
FlRC
L83432
of reverse curvature also being the proposed Southwesterly right of way of Plantation Lakes Drive; thence
Northwesterly along the arc of said curve and proposed Southwesterly right of way of Plantation Lakes Drive, a
distance of 131.08 feet to the Point of Beginning.
REPORT
a
d
contSURVEYOR'S
" u"e °r
Plantation
i This Survey shall not be valid unless sealed with on embossed Surveyor's Seal
Lakes Drive
2 No underground improvements have been located as part of this Survey.
3 The last field date of this Survey was. 11-24-15, 10.3.16 Post Construction
> 0
4 This Survey was prepared using the Plat of Record only. No other documents were provided and no search
$_
Radius=25.00
of the public records was performed by this office.
o_
5 The Survey shown hereon meets the requirement for field accuracy in a suburban area as set forth by the
Delta =69a23'46"Minimum
Technical Standards (5J-f7.050-052FAC).
,Length=30.28'
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 been
a
\
verified by field measurements. See map for bearing ba' I
�•.^� ti
��h'
8 Parcel/Lot line locations have been based on found 5 ?n Lakes
Line_
Saddlebrook
Drive. I
Drive
9 The purpose of this survey is to show the graphical I ces
? r
larger than 4" relative to the proposed improvements.
c
Radius=205.00'(P)
10 The Legal Description shown hereon was provided by Q S�j4/L
Delta =35w22'19"(P)
if No ownership of fence lines has been determined as
12 Off set calls to found survey control are relative to ffs, point
Length=126.56'(P)
of curvatures (PC), point of reverse curvatures (PRC) or
Radius=205.00'(D)
13 Compliance with local zoning requirements and or witl
Delta=35'18'40"(D)
and/or Private entities has not been verified as part of
Length=126.34'(D)
14 Elevations shown hereon are in accordance with the q ve been
based on County Bench Mark Maple at Elevation 7.956 N
FEMA Flood Zone data shown here on is based on
the visual inspection of the digital Flood Hazardous
Maps provided by the Federal Emergency
Management Agency (FEMA) and is limited to the
�PSM#4363
accuracy of such maps.
Flood Zone: X. Community #. 120285 . urveying, Inc. 18#7357
Panel A. 0260, Suffix: J, Date: 2.12.2012
KARNER SURVEYING, INC.
Residential & Commercial Surveying Services
2740 SW Martin Downs Blvd.#333, Palm City, FI.34990
Phone: (772)288 7206 ' Fax:(772)223 8181
mlev
ReHsron a: sro.x
1 .15.1
Add FFE PG 2
v
3.10. 6
Chan' a FFE
20.16
Form Board Location
10.7,16
Post Construction
snwws net«
Boundary Survey
1'"M'
11-5-15
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r/DD-1
151514
Job Nw
CADD ree•
lsfo-za
M No, 72 of J
Twe Nw
ac-R.. M tatke
ISLAND
Improvement
Detail 1 "=20' ! El C4C
48.2'
2.1
11.4'
One Story CBS Residence
8060 Plantation Lakes Drive
t p�iet�s„k Pa�.i'roNu,�decoln�b Area FIRC
L 4363 S76013'04 "W 373.45L84363 _ 40.0 lz�r
UB o m
Lot 35 —i 1.7 Acrewst wM x
❑ EB o
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l rS—epti--
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Area
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No ID
See Detail 0.14'N
1 y�
' ^ FlRC-
J�
Paver
Brick < /oo ¢S
Drive � \ P�945 23'r
1 Rsy
34.0 rn I
V I
1.� I
I
m
A I
_ I
CAC Paver Brick
3' CBS Wall I
Prepared For:
MR. & MRS. CONNOLLY
B E
A
a
8. BENC RKSetMag
NaiVDls at EL 23.37
Q
adius=220.04'
�\ n tfe—awan7'A �"
This page two (2) of two (2) of
this map of survey containing
information regarding the
improvements located on the
subject property, shall not be full
and complete without page one (1
of two (2) of this survey. Page
one (1) of two (2) containing the
Surveyor's Report, Flood Zone
Designation, overall boundary
information, legal description and
other pertinent information,
Length=131.08'
LEGEND
\
.d C/E - covered Entry
CAC - Concrete Pad
with
R� Air
eos CB -Catch in
Basin
CBS - Concrete Block Structure
yO CUP - Corrugated Metal Pipe
CPE - Concrete Pod with Pool Equiyment
`
N Box
CiV - CablElectronic
- Electronic Box
\
GV
CV -Water Gate Vane
MD -Fire NydroUt
�S+
0/L - overhead Utility Dne
_
PP - Power Pole
�SSMH - Sanitary Serer Manhole
p TCB -Telephone CommunirnUons Box
towM - UeoxMeter
WhkTy
- ater
i
FC M - Found 4 Concrete Monument
b
a FIP - Found }' iron PPip
\
/
FlPC - Found ll5� Iron Pipe with Cap
� " FlR -Found j5 iron Rod
FlRC - Found /5 Iran Rod with Cap
SIRC - Set 15 Iran Rod with Cop ,47357'
I C - Found 1/2' Imn Pipe with Cap
FM -- and Ma Nail
ag Nad with Disk
FN - Found No,
Radius=25.00' Fl-Found Nail with Ti Tofr—
FPK -Found PK Nail
1 + "FPKD - Found PK Nail with Disk
Delta=69 w 23 48 FRRS - Found Rail Road Spike
\ % Length=30.28' /co - In Pavement cat Out
R^a'd{iusq=2005.00'(P)
-�
o' �' Length=126.58'(P)
Radius=205.00'(D)
i j �r"8g• m° m G1 ° Delta=35'18'40"(D)
Length=126.34'(D)
Lelia v8-4 2
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51
0.42'S
0.49'W
KARNER SURVEYING, INC.
Residential & Commercial Surveying Services
2740 SW Martin Downs Blvd.#333,,,Palm -City; FI.34990%)
Phone: (772)288 7206 Fox:(772)223 8181
NWW.KARNERSURVEYINGINC.COM karner®comcast.nef
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12.15.7
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1,22.16
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orm Board Tie In
10.7.16
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SITE PLAN
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Boundary Survey
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RECE VED
This page one (1) of two (2) of this map of survey
containing the Surveyor's Report, Flood Zone Designation,
overall boundary information, legal description and other
pertinent information,. shall not be full and complete without
page two (2) of two (2) of this survey. -Page two (2)
contains. important information regarding the improvements
located on the subject property
Lot 35
Lot 35 RES RVE PLANTATION PHASE IIA
Plot Bo 2 Page 13, St Lucie County
S76" "W 373.45'
y 4.4 FIRC 192.72'
ISLAND I . LB4363
O tP ar• .s '
LEGEND
CIE.- Covered Entry
GIc - Concrete Pad with `0 lap `spR
LB Air - Catch BasiGoning
CBS - Concrete Black Structure
CUP - Corrugated Metal Pipe
CPE - Concrete Pad with Pool Equipment
Cry - Cable ry Box
EB - Electronic Box
6Y - Water Gate valve
HID - Fire Hydrant
OIL - Overhead Utility Une
PP - Power Pole
SSMH - Sanitary Sewer Manhole
TCB - Telephone Communications Box
UB - Utility
Box
IN - Water Meter
FCM - Found 4 a4 Concrete Monument
FlP - Found I' Iron Pipe
APC - Found Iron Pipe with Cap
5 RR - Found Iron Rod
FlRC -Found ,5 Iran Rad with Coe
SIRC - Set f5 Iron Rod with Cap LB17357'
FPC - Found 112' Iron Pipe with Cap
FM - Found. May Nail
FMD - Found May Nail with Disk
FN - Found Nail
ROT - Found Nail with Tin Tab
FPK - Found PK Nail
FPKD - Found PK Nail with Disk
FRRS - Found. Rail Road Spike
/00 - In. Pavement Cut Out
Point of
FIRC
LB4363
Radius=220.04'
Delta=34"07'55"
Length=131.08'
I LEGAL DESCRIPTION
i Being a parcel of land lying in Section 28, Township 36 South, Range 39 East, St. Lucie County, Florida, being more
particularly described as follows:
40.0' Begin at the Southeast corner of Lot 35 of the Plat of Reserve Plantation Phase IIA, as rcorded in Plat Book 26,
FPKD FIRC pages 13 and 13A to 13B, Public Records of St. Lucie County, Florida; thence South 76 degrees 13'04"West along the
LB4363 .LB4363 Southerly line of said Lot 35, a distance of 374.31 feet to a point on a curve concave to the Northeast, having a
radius of 446.45 feet, central angle of 32 degrees 0238" subtended by a chord having a length of 247.21 feet and
bearing South 52 degrees 59'07" East, said point on a curve also being on the Northeasterly line of the Plat of
Z Sabol Creek, Phase IV, as recorded in Plat Book 24, pages 17 and 17A, Public Records of St. Lucie County, Florida;
w thence Southeasterly along the arc of said curve and the Northeasterly line of said Plat of Sobal Creek, Phase IV, a
.1; distance of 249.68 feet to a point of compound curvature concave to the North, having a radius of 452.07 feet,
central angle of 29 degrees 43'17", subtended by a chord having a length of 231.88 feet and bearing South 83
degrees 5332" East; thence Easterly along the arc of said curve and the Northerly line of said Plat of Sobal Creek,
Phase IV, a distance of 234.51 feet to a point on a curve concave to the East, having a radius of 205.00 feet,
\ central angle of 35 degrees 18'40"' subtended by a chord having a length of 124.35 feet and bearing North 03
im degrees 4935" East; thence Northerly along the arc of said curve, and departing from the Northerly line of said
Ti Sobal Creek, Phase IV, a distance of 126.34 feet to the point of reverse curvature concave to the Southwest, having
a radius of 25.00 feet, central angle of 69 degrees 23'46", subtended by a chord having a length of 2&46 feet and
bearing North 13 degrees 1258" West; thence Northerly along the arc of said curve a distance of 30.28 feet to the
point of reverse curvature concave to the Northeast, having a radius of 220.04 feet, central angle of 34 degrees
07'55 , subtended by a chord having a distance of 129.15 feet and bearing North 30 degrees 50'53" West, said point
40.0' of reverse curvature also being the proposed Southwesterly right of way of Plantation Lakes Drive; thence
Northwesterly along the arc of said curve and proposed Southwesterly right of way of Plantation Lakes. Drive, a
---- distance of 131.08 feet to the Point of Beginning.
o SURVEYOR'S REPORT
c°"t°' `'n° ar 1 This Survey shall not be valid unless sealed with an embossed Surveyor's Seal
ot� Plantation 2 No underground improvements have been located as part of this Survey.
3 Lakes Drive 3 The last field date of this Survey was: 11-24-15.
.po 4 This Survey was prepared using the. Plat of Record only. No other documents were provided and no search
o" p Radius=25.00' of the public records was performed by this office.
5 The Survey shown hereon meets the requirement for field accuracy in a suburban area as set forth by the
FIRC
No 10
0.14'N
FIRC
L63432
42'S
49'W
Prepared For:
MR. & MRS. CONNOLLY
St. Lucie County Florid
Delta =69a23'46"Minimum Technical Standards (5J-17.050-052FAC).
,Length=30.28'
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 have been
\
verified by field measurements. See map for bearing base.
? _
8 Parcel/Lot line locations have been based on found survey control along the center line of Plantation Lakes
Center Una o/
/ Saddlebrook
Drive.
9 The purpose of this survey is to show the graphical location of trees at a breast height circumferences
Drive
larger than 4" relative to the proposed improvements.
Radius=205.00'(P)
10 The Legal Description shown hereon was provided by the client and/or his/her representatives.
Delta =35"22'19"(P)
11 No ownership of fence lines has been determined as part of this Survey.
intersection
12 Off set calls to found survey control are relative to the nearest property corner, of lines, point
Length =1 26.56'(P)
of curvatures (PC), point of reverse curvatures (PRC) or other identifiable point.
Radius=205.00'(D).
13 Compliance with local zoning requirements and or with requirements set forth by other State, Public,
Delta=35'18'40"(D)
and/or Private entities has not been verified as pad of this Survey.
Length=126.34'(D)
14 Elevations shown hereon are in accordance with the North American Vertical datum of 1988 and have been
based on County Bench Mark Maple at Elevation 7.956 NAVD
FEMA Flood Zone data shown here on is based on PREPARED FOR:
the visual inspection of the digital Flood Hazardous Deborah A. & Mark S. Connolly
Maps provided by the Federal Emergency
Polo Construction Inc.
Management Agency (FEMA) and is limited to the
accuracy of such ,maps. Prepared By: Regina C. Karner, PSMJ4363
Flood Zone: X, Community f#., 120285 Karner Surveying, Inc. LB#7357
Panel #: 0260, Suffix: J, Date: 2.12.2012
KARNER SURVEYING, INC.
Residential & Commercial Surveying Services
2740 SW Martin Downs Blvd.#333, Palm City, F1.34990
Phone: (772)288 7206 Fox:(772)223 8181
S-1
Scalar
,1,7
11-9-19
i,.w 5y1
Feld Sock,
MD-.1
191524
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Boundary Survey
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ISLAND I I
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Form Board Detail 1 "--20' 9��'\,T20 p6sr
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5. 17' \
S�t,. ,t.u,�c1 �0- F 00, \
Date' \
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a, 34.07' ----- \
8.25' 6.06' OPEN �
a
1.95'
Existing Form Boards at an average Elevation 37 27-74► _
m (Includes 0.12' for Recess strip
1.96"
m
86.99' f
Prepared For:
MR. & MRS. CONNOLLY
Lot 35 RESaikE PutNranoN FH45E IM
Plat Gook 26, PogO St luc/e Counb
pryay R�Iar. N I48M ibar Elneaen 9.14
S76013'04"W 373.45'
Lot 35 -i1.7 Acrevvst
I
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See Detail
&17 �9'' ?o dine F z3
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�34.51 (A J
Area FIRC CB
04363 - 40.0 _
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KARNER SURVEYING, INC.
Residential & Commercial Surveying Services
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FIRC
No ID
0.14'N
\
FIRC
LB3432
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L84942
0.42'S
0.49'W
2740 SW Martin Downs Blvd.#333, Palm City, FI.34990
Phone: (772)288. 7206 __ Fax:(772)223 8181
This page two (2) of two (2) of
/
this map of survey containing
information regarding the
improvements located on the
subject property, shall not be full
BARK Set Mag
and complete without page one 0,
at EL 23.37
of two (2) of this survey. Page
one (1) of two (2) containing the
Surveyor's Report, Flood Zone
Designation, overall boundary
adius=220.04
information, legal description and
other pertinent information,
D ta=34"07'S5"
Le th=131.08,
\
LEGEND
CTPad- Covered Entry
CAC - Concrete Pad with
�j Air Conditioning
CS -Caatch Basin
\ CBS - Concrete -Block Skucture
CUP - Corrugated Metal Pipe
e
dj0CPE - Concrete Pad with Pool Equipment
,a CN - Cable nc Box
LB - Electronic Box
CV - Water Cote Valve
0� NYD - Fire Hydrant
OIL - overhead Utility One
' tr PP - Power Pole
\ SSMN - Sanitary Sewer Manhole
Telephone Communications Box
re ua - uarey Box
Us - utility
FC - Water Meter
FCN -Found 4'x4 Concrete Monument
FlP - Found }' Iron Pipe
FIPC - Found 11�� Iron Pipe with Cop
FlR -Found r5 Iron Rod
A. ��,
FlRC - Found 15 Iron Rod with Cap
SIRC - Set 15 Iron Rod with Cap 2817357'
�FlPC -Found 1(2' Iron Pipe with Cap
I�
40;RLia
I ,
0
FN - Fou7R1 B
FNiT - Found 'ttl
Radius=25.00' FPK - Found PK Nail
FPKD - Found PK Mad i
Ielta=69o23'46"FRRS - Found Rail Roo,
Length=30.28' /Co - In Pavement Cut
Radius=205.00'(P)
---- Ae ffg=-3D"22aR.!(P)-
Length=126.56'(P)
Radius=205.00'(D).
Delto=35' 18'40"(D)
Length=126.34'(D)
Saddlebrook Dr--------------
Data
Rev/ilon lhrc/pHonr
12,15.1
Ad FF
1 6
i in
J. 10. 16
Chan a FFE
3.27.76
Form Hoard Tie In
Scal"
1'-401-
Data
I1-5-15
Dram Bp
rlNd BaaM
fJDD-.1
1515.24
Ja No,
CARD Ffiv
1510-28
SITE PLAN
Found Nag NaA
FMD ound Mag Nail with Disk
Tin l=
Shoe! nth,
Boundary Survey
Sheet No,
2 aF z
FCe Na•
nC..Revmw Pkntab'an\Rwsry P1ant8060-ISt5-24W9
ISLAND
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le
LEGEND
CIE - Covered Entry
CAC - Concrete Pad with
Air Conditioning
CB - Catch Basin
CBS - Concrete Block Structure
CUP - Corrugated Metal Pipe
CPE - Concrete Pad with Pool Equipment
CTV - Cable TV Box
EB - Electronic Box
GV - Water Gate Valve
Hl'D - Fire Hydrant
O/L - Overhead Utility Une
PP - Power Pole
SSMH - Sanitary Sewer Manhole
TCB - Telephone Communications Box
UB -Utility Box
WM - Water Meter
FCM - Found 4 x4 Concrete Monument
FlP - Found }' Iron Pipe
FlPC - Found Iron Pipe with Cop
5 FlR -Found hon Rod
FlRC - Found 15 Iran Rod with Capp
SIRC - Set /5 Iron Rod with Cap RB17357•
FlPC - Found I12' Iron Pipe with Cap
FM - Found Mag Nail
FMD - Found Mag Nail with Disk
Fly - Found Nail
FNTT - Found Nail with Tin Tab
FPK - Found PK Nail
FPKD - Found PK Nail with Disk
FRRS - Found Rail Road Spike
yCo - In Pavement Cut Out
Prepared For:
P \O oy.
�'4fho`r�, F'rs
F'9 �OJ
r OJ
OJ
MR. & MRS. CONNOLLY
0
I 'hrO Septic
piat Book 28t d3 RIBFRVE P WATIOH PRISE IA Area
Pl, POD0 11 St Wale Cuuab
FlRC S76a13'04" f9 73.45' to- »- ta• "w a• aw LB4363 40.
FiRC
94.363 _
rL�• UB
�ti' +tip Lot A - 1.7 Acrew ± � PaPas.d -wtor Une
1500 Square
r w.l ry" lr rr,. Feet of
5 3 /J I ' 0-Area
Available
12,yR o1 ti /t. rm. W la."S�ePbC Area �.
te• IM.1NGYrf �� •1�0 A• tI y M lo• Lb4 la• py .1
h� W I •dry .•� X23 60
152.8' r�
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I �rl'S• +//•+Iry� PROPOSED RESIDENCE
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0.14'N
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11 � FIRC
LE
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s• w.
t to• tu.
0.49'W COPY
This page two (2) of two (2) of
/
this map of survey containing
information regarding the
improvements located on the
subject property, shall not be full
and complete without page one (1)
of two (2) of this survey. Page
AARKSetMag
one (1) of two (2) containing the
at EL23.37
Surveyor's Report, Flood Zone
Designation, overall boundary
information, legal description and
other pertinent information,
31.08'
.Af \
2g 60 �
3.5T\\ 3.90 ems' �
g.6� �C23.9 �10
'�� \ 3 62 ro
X24.01 �23.6�
4 �� • /
EB 390 23.66
924.24
23.82 Radius=25.00' �
Delta=89"23'48"
OR i Length=30.28'
a � • � 24.0
Radius=205.00'(P)
�
c' � •s & •� ------_1ZeJ±a=-3S"22.'1.2"(P)_
fSv—•m
Length=126.58'(P)
r
Radius=205.00'(D)
i a
Delta=35'18'40"(D)
D �
Length=126.34'(D)
iti�• 0ti
rye.
Saddlebrook -Dr -----------
.
SITE PLAN
r KARNER SURVEYING, INC.
Residential &Commercial Surveying Services
I
2740 SW Martin Downs Blvd.#333, Palm City, F1.34990
Phone: (772)288 7206 Fax:(772)223 8181
WWW.KdRNFRCIIRVFYINAINC CAM knrnoridcnmrnsi_nut
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