HomeMy WebLinkAboutAS-BUILT SURVEY - DISAPPROVED.ur, ie County
FZwgrour?ds
} C) "o
�a r,.,
� gas
_ a
SITE Indian River
Walmart SupKcfnter Q Stag College
t
Greyhound- Bus 'Station
LOCATION MAP
(NUT TO SCALE)
SET 5/8" IRON ROD & CAP FENCE CORNER
STAMPED "LB 7805" 1.05` NORTH
x
N89`28'20"E 193.00' —
�i
x x x
/A \ \ \ \
I I I go I
gbh I X
I I �
I I I I
I -I a I I w
I �I 0 I I xw
�
N I wl z I II Iw
F— 3 NOT INCLUDED I wal I
CO > .N I I I xm
J I I a
= I J I co
Z r l Iw ail N I �I I It
I �0 Q I
Z I vl I I x
I h9 I
I I I Ilx
I YI Iz I
WEST 193.00" I a 3r Li- ql �m
I
u) C)I Ia. I x
Ia. I
I I I~ 0I II
I I I I
I I I II
I I � 12" C.M.P.
FENCE 1.19` EAST I �A�
S89`30'45"W 193.00'
FOUND 5/8"IRON ROD &CAP FENCE CORNER
ILLEGIBLE 1.90' SOUTH
LEGEND & ABBREVIATIONS
O,R.B. —
OFFICIAL RECORDS BOOK
U.E.—
UTILITY EASEMENT
D.E.—
DRAINAGE EASEMENT
�—
CENTERLINE
(D)—
DEED
(M)—
MEASURED
(C)—
CALCULATED
C.M.P
CORRUGATED METAL PIPE
L.B. —
LICENSED 'BUSINESS
C.D.S--
CONCRETE BLOCK & STUC(;1)
CONC.—
CONCRETE
ID —
IDENTIFICATION
EL —
ELEVATION
OHU—
OVERHEAD UTILITY LINE
`a—
WOOD POWER POLE
®—
CABLE TV BOX
—
GUY ANCHOR
z� —
TELEPHONE BOX
C —
ELECTRICAL BOX
wV
X —
WATER VALVE
RCP—
REINFORCED CONCRETE PIS'
F_F.E.—
FINISH FLOOR ELEVATION
N.S.L.R.W.M.D.—
NORTH ST. LUCIE RIVER WF ' ER
MANAGEMENT DISTRICT
—
WELL
DESCRIPTION
LOT 12, LESS THE WEST 193.00 FEET, BLOCK 4, MCNURLEN FARMS"
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4,
PAGE 55, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY" FLORIDA-
LOT 9
(VACANT)
4' PARB WIR FENCE x x X N€�9'`20' 0"E 1 U50.75' x
x X x x x_11-
---_ ASPHALT MILLING DRIVE---_�;�
__---
x x x x x— x 5'3ARB WIRE FENCE X x x x x x x x-
BENCHMARK NO. 1
MAGNETIC NAIL
10" D.E. &e U.E. ELEVATION 21.18 FEET (NAVD 88)
(O.R.B. 1123, PAGE 1270)
708.51'
I\ POND
1
LOT 12 I I
BLOCK 4 I
MCNURLEN FARMS
PLAT EUOK 4: ?AGE 55 /
I /
10' D.E. & U.E.
(O.R.B. 1123, PAGE 1270)
— — — — — — — — — — — — — — j __ __ _ __ — ___ — __ — __ — __ __ — — - __ ___ — __ __ — — — — ___
4° BARB WIRE FENCE --- S8 3U"457 1056 .5�
BENCHMARK NO. 2
5/8"IRON ROD & CAP
STAMPED "CSDG REF PT"
ELEVATION 21.71 FEET (NAVD 88)
X x
x� xry r- j \ c6VERED
x 'n LP TANK '� CONIC.
° CARPORT
X�x b�
x ��.
X
x
34.1° 10.3 2U.U` --
E
U W
x x t � N W L' a 4.1' N
x 13A C LOM2.O
Uj
COVERED F, Ln XCONC. PATIO �' N wOD li N9.7`
c� ��.
xq�. x BRICK PL
29.5` PAVERS
x
x� ( ' �k5
X 9� ti v
x SEPTIC TANK
x y
X
CONC. SLAB
w
0
z
z
J_
ALo
NITER n w
J
0
J 0.
Q
S
IJ_
(n
Q
X
/ _32.1 `
GRAPHIC SCALE
40 U 40
( IN FEET )
1 inch — 40' ft.
I ( I
I
FOUND 3/8" IRON ROD &c CAP
ILLEGIBLE
FENCE CORNER
1.8B' SOUTH
I
FENCE CORNER
1.89' WEST
5' BARB WIREXFENCE
� I I
I
� I I
x 15` -- 54'
97.92' O I
19.U'
U '^
z vJ
w \
w s
w
I
4.4 m � I N I
I 'in LO
X
1 U4.55'
x
— -- x x — X X
X — X— -- X
wI � — — �
w / \ PROPOSED 1 STORY C.B.S. RESIDENCE
PROPOSED COVERED /
CARPORT/PORCH
x f — — —
180.72'
40.5` a 13.5' x
Q 6 mo
co C14 a 23.5'
LO x 17 0° T \ II�TOP OF'FORM BOARD
o li ELEVATION 24.59 FEET x
N
54.o' _ J 182.89'
PRO
WELL SED 75' ,RADIUS 20" D.E. &c U.E.
x x PROPOSED X (O.R.B. 1123, PAGE 1270) —
25'X40'
/ DRAINFIELD
U Lo
x x � x
X x
5' BARB WIRE FENCE
LOT 13
SURVEYOR'S NOTES (OCCUPIED)
1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
2, ALL MEASUREMENTS ARE BASED ON THE UNITED STATES SURVEY FOOT (SHOWN IN FEET AND DECIMAL FORMAT) UNLESS OTHERWISE SPECIFIED.
3, THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 20, TOWHSHIP 35 SOUTH, RANGE 39 EAST IS ASSUMED TO BEAR SOUTH 00`30`07r EAST AND ALL
OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO,
4. ONLY THOSE SPECIFIC IMPROVEMENTS SHOWN HEREON HAVE BEEN FIELD LOCATED, NO OTHER UNDERGROUND FIXED IMPROVEMENTS HAVE BEEN LOCATED.
5, THE HORIZONTAL LOCATION OF NON —DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE,
5. AN ASSESSMENT OF ENVIRONMENTAL CONCERNS, IF EXISTENT, WAS NOT PERFORMED AS A PART OF THIS SURVEY,
7, OVERALL PARCEL CONTAINS 7.95 ACRES, MORE OR LESS,
8. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT.
`� ATTENTION IS DIRECTED TO THE FACT TIIAT THIS DRAWING MAY HAVE BEEN ALTERED IN SI7E BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN
OBTAINING SCALED DATA-
1 U. THE LAST DATE OF FIELD WORK WAS MARCH 1, 2018.
11. ADDITIONS vie DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING WARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT
OF THE SIGNING PARTY OR PARTIES.
12. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY CIVILSURV DESIGN GROUP, INC., FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP, OR OTHER
INSTRUMENTS OF RECORD_
13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND REFERENCE NATIONAL GEODETIC SURVEY
BENCHMARK D 528, HAVING AN ELEVATION �)F 20.20 FEET.
14. BY GRAPHIC PLOTTING ONLY; SAID DES:I RIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF `"X", ACCORDING TO THE
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 121 1 1 CO155J, HAVING AN 1 17FECTIVE DATE OF
FEBRUARY 15, 2017, THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION.
15. PURSUANT TO CLIENT'S REQUEST, ONLY SPECIFIC GROUND ELEVATIONS ADJACENT TO EXISTING RESIDENCE HAVE BEEN SHOWN.
:J
LL1 Q
Z z
IJ QI
M IQ U
w 0
0 0 S
0 ~i
IL
V) I-
J
Cn
zl
I
LO
I�
0
N
---- i z
Lj
U
w
N
i�
I
I w
z
IV)
N89`29`53'E
5879' --/w
FENCE CORNER �%'
0.58' NORTH, 2.49' WEST/ I
FOUND 3/8" IRON ROD &c CAP / I
STAMPED "RLS 2391"
ST LUCIE COUN.
N
I
`r' _(0
o2A Li 1�1
inkto
I I Qw
zto
A_�g of0
w V)
SOUTHEAST CORNER SECTION 20/35/39
PER FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
CERTIFIED CORNER RECORD NO. 102525
2Uk. 21
29 28
RECEIVED
MAR 05 2018
SURVEYOR'S CERTIFICATE ST. Lucie County, Permitting
I HEREDY CERTIFY THAT THE AS —BUILT SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT
REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID
SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER
CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR
SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
CHAPTER 5:1-17, FL`uRIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA
STATUTES.
CIVILSURV DESIGN GROUP, INC.
BY. DRbi N C. KIERNAN DATE OF SIGNATURE
PROFESS "ANAL SURVEYOR & MAPPER
FLORIDA REGISTRATION NO. 5101
0
j
w
w
0
0
cn =
z
o ? z
U) w
w p copC � o
0 0
m a
� o
0 0
w Q
m m
c N
O •-
Cr
CV
N
M
N
CM
N
J �
gj>'001
a>
F—
F� z
d M
0 LL
O L
0 V
Ld
u) i
w m
C
CC
c
D a'
U
U a,
.o
0
oc
a
cm
w
00
Cn
w Y
In >-
m
O m m
W
z
Q w
wcc
LL 0 U
F
� � z
MII om
� r Q
r o
O
z a
U O
m
F- Q Q m
o z
o cn as Nc9
Q H
®a
LLJ
O M
J w
z
♦W CC
V
C F-
W
a. u) Q
Lti
M
>_ IL a
LLIn
> p to _
=a�
cn ® p z
�cc. F-:)
J 60
=Nv
In ~ z w
Q05
♦�^E_�
V/♦ J
.L W
U U_cl)
Oa
z
Q
cc
D a
Oa
(n z
Mz
w z
5.
SHEET NO.
I
OF
I
CONC. SLAB
w
0
z
z
J_
ALo
NITER n w
J
0
J 0.
Q
S
IJ_
(n
Q
X
/ _32.1 `
GRAPHIC SCALE
40 U 40
( IN FEET )
1 inch — 40' ft.
I ( I
I
FOUND 3/8" IRON ROD &c CAP
ILLEGIBLE
FENCE CORNER
1.8B' SOUTH
I
FENCE CORNER
1.89' WEST
5' BARB WIREXFENCE
� I I
I
� I I
x 15` -- 54'
97.92' O I
19.U'
U '^
z vJ
w \
w s
w
I
4.4 m � I N I
I 'in LO
X
1 U4.55'
x
— -- x x — X X
X — X— -- X
wI � — — �
w / \ PROPOSED 1 STORY C.B.S. RESIDENCE
PROPOSED COVERED /
CARPORT/PORCH
x f — — —
180.72'
40.5` a 13.5' x
Q 6 mo
co C14 a 23.5'
LO x 17 0° T \ II�TOP OF'FORM BOARD
o li ELEVATION 24.59 FEET x
N
54.o' _ J 182.89'
PRO
WELL SED 75' ,RADIUS 20" D.E. &c U.E.
x x PROPOSED X (O.R.B. 1123, PAGE 1270) —
25'X40'
/ DRAINFIELD
U Lo
x x � x
X x
5' BARB WIRE FENCE
LOT 13
SURVEYOR'S NOTES (OCCUPIED)
1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
2, ALL MEASUREMENTS ARE BASED ON THE UNITED STATES SURVEY FOOT (SHOWN IN FEET AND DECIMAL FORMAT) UNLESS OTHERWISE SPECIFIED.
3, THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 20, TOWHSHIP 35 SOUTH, RANGE 39 EAST IS ASSUMED TO BEAR SOUTH 00`30`07r EAST AND ALL
OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO,
4. ONLY THOSE SPECIFIC IMPROVEMENTS SHOWN HEREON HAVE BEEN FIELD LOCATED, NO OTHER UNDERGROUND FIXED IMPROVEMENTS HAVE BEEN LOCATED.
5, THE HORIZONTAL LOCATION OF NON —DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE,
5. AN ASSESSMENT OF ENVIRONMENTAL CONCERNS, IF EXISTENT, WAS NOT PERFORMED AS A PART OF THIS SURVEY,
7, OVERALL PARCEL CONTAINS 7.95 ACRES, MORE OR LESS,
8. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT.
`� ATTENTION IS DIRECTED TO THE FACT TIIAT THIS DRAWING MAY HAVE BEEN ALTERED IN SI7E BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN
OBTAINING SCALED DATA-
1 U. THE LAST DATE OF FIELD WORK WAS MARCH 1, 2018.
11. ADDITIONS vie DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING WARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT
OF THE SIGNING PARTY OR PARTIES.
12. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY CIVILSURV DESIGN GROUP, INC., FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP, OR OTHER
INSTRUMENTS OF RECORD_
13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND REFERENCE NATIONAL GEODETIC SURVEY
BENCHMARK D 528, HAVING AN ELEVATION �)F 20.20 FEET.
14. BY GRAPHIC PLOTTING ONLY; SAID DES:I RIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF `"X", ACCORDING TO THE
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 121 1 1 CO155J, HAVING AN 1 17FECTIVE DATE OF
FEBRUARY 15, 2017, THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION.
15. PURSUANT TO CLIENT'S REQUEST, ONLY SPECIFIC GROUND ELEVATIONS ADJACENT TO EXISTING RESIDENCE HAVE BEEN SHOWN.
:J
LL1 Q
Z z
IJ QI
M IQ U
w 0
0 0 S
0 ~i
IL
V) I-
J
Cn
zl
I
LO
I�
0
N
---- i z
Lj
U
w
N
i�
I
I w
z
IV)
N89`29`53'E
5879' --/w
FENCE CORNER �%'
0.58' NORTH, 2.49' WEST/ I
FOUND 3/8" IRON ROD &c CAP / I
STAMPED "RLS 2391"
ST LUCIE COUN.
N
I
`r' _(0
o2A Li 1�1
inkto
I I Qw
zto
A_�g of0
w V)
SOUTHEAST CORNER SECTION 20/35/39
PER FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
CERTIFIED CORNER RECORD NO. 102525
2Uk. 21
29 28
RECEIVED
MAR 05 2018
SURVEYOR'S CERTIFICATE ST. Lucie County, Permitting
I HEREDY CERTIFY THAT THE AS —BUILT SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT
REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID
SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER
CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR
SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
CHAPTER 5:1-17, FL`uRIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA
STATUTES.
CIVILSURV DESIGN GROUP, INC.
BY. DRbi N C. KIERNAN DATE OF SIGNATURE
PROFESS "ANAL SURVEYOR & MAPPER
FLORIDA REGISTRATION NO. 5101
0
j
w
w
0
0
cn =
z
o ? z
U) w
w p copC � o
0 0
m a
� o
0 0
w Q
m m
c N
O •-
Cr
CV
N
M
N
CM
N
J �
gj>'001
a>
F—
F� z
d M
0 LL
O L
0 V
Ld
u) i
w m
C
CC
c
D a'
U
U a,
.o
0
oc
a
cm
w
00
Cn
w Y
In >-
m
O m m
W
z
Q w
wcc
LL 0 U
F
� � z
MII om
� r Q
r o
O
z a
U O
m
F- Q Q m
o z
o cn as Nc9
Q H
®a
LLJ
O M
J w
z
♦W CC
V
C F-
W
a. u) Q
Lti
M
>_ IL a
LLIn
> p to _
=a�
cn ® p z
�cc. F-:)
J 60
=Nv
In ~ z w
Q05
♦�^E_�
V/♦ J
.L W
U U_cl)
Oa
z
Q
cc
D a
Oa
(n z
Mz
w z
5.
SHEET NO.
I
OF
I
GRAPHIC SCALE
40 U 40
( IN FEET )
1 inch — 40' ft.
I ( I
I
FOUND 3/8" IRON ROD &c CAP
ILLEGIBLE
FENCE CORNER
1.8B' SOUTH
I
FENCE CORNER
1.89' WEST
5' BARB WIREXFENCE
� I I
I
� I I
x 15` -- 54'
97.92' O I
19.U'
U '^
z vJ
w \
w s
w
I
4.4 m � I N I
I 'in LO
X
1 U4.55'
x
— -- x x — X X
X — X— -- X
wI � — — �
w / \ PROPOSED 1 STORY C.B.S. RESIDENCE
PROPOSED COVERED /
CARPORT/PORCH
x f — — —
180.72'
40.5` a 13.5' x
Q 6 mo
co C14 a 23.5'
LO x 17 0° T \ II�TOP OF'FORM BOARD
o li ELEVATION 24.59 FEET x
N
54.o' _ J 182.89'
PRO
WELL SED 75' ,RADIUS 20" D.E. &c U.E.
x x PROPOSED X (O.R.B. 1123, PAGE 1270) —
25'X40'
/ DRAINFIELD
U Lo
x x � x
X x
5' BARB WIRE FENCE
LOT 13
SURVEYOR'S NOTES (OCCUPIED)
1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
2, ALL MEASUREMENTS ARE BASED ON THE UNITED STATES SURVEY FOOT (SHOWN IN FEET AND DECIMAL FORMAT) UNLESS OTHERWISE SPECIFIED.
3, THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 20, TOWHSHIP 35 SOUTH, RANGE 39 EAST IS ASSUMED TO BEAR SOUTH 00`30`07r EAST AND ALL
OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO,
4. ONLY THOSE SPECIFIC IMPROVEMENTS SHOWN HEREON HAVE BEEN FIELD LOCATED, NO OTHER UNDERGROUND FIXED IMPROVEMENTS HAVE BEEN LOCATED.
5, THE HORIZONTAL LOCATION OF NON —DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE,
5. AN ASSESSMENT OF ENVIRONMENTAL CONCERNS, IF EXISTENT, WAS NOT PERFORMED AS A PART OF THIS SURVEY,
7, OVERALL PARCEL CONTAINS 7.95 ACRES, MORE OR LESS,
8. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT.
`� ATTENTION IS DIRECTED TO THE FACT TIIAT THIS DRAWING MAY HAVE BEEN ALTERED IN SI7E BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN
OBTAINING SCALED DATA-
1 U. THE LAST DATE OF FIELD WORK WAS MARCH 1, 2018.
11. ADDITIONS vie DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING WARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT
OF THE SIGNING PARTY OR PARTIES.
12. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY CIVILSURV DESIGN GROUP, INC., FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP, OR OTHER
INSTRUMENTS OF RECORD_
13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND REFERENCE NATIONAL GEODETIC SURVEY
BENCHMARK D 528, HAVING AN ELEVATION �)F 20.20 FEET.
14. BY GRAPHIC PLOTTING ONLY; SAID DES:I RIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF `"X", ACCORDING TO THE
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 121 1 1 CO155J, HAVING AN 1 17FECTIVE DATE OF
FEBRUARY 15, 2017, THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION.
15. PURSUANT TO CLIENT'S REQUEST, ONLY SPECIFIC GROUND ELEVATIONS ADJACENT TO EXISTING RESIDENCE HAVE BEEN SHOWN.
:J
LL1 Q
Z z
IJ QI
M IQ U
w 0
0 0 S
0 ~i
IL
V) I-
J
Cn
zl
I
LO
I�
0
N
---- i z
Lj
U
w
N
i�
I
I w
z
IV)
N89`29`53'E
5879' --/w
FENCE CORNER �%'
0.58' NORTH, 2.49' WEST/ I
FOUND 3/8" IRON ROD &c CAP / I
STAMPED "RLS 2391"
ST LUCIE COUN.
N
I
`r' _(0
o2A Li 1�1
inkto
I I Qw
zto
A_�g of0
w V)
SOUTHEAST CORNER SECTION 20/35/39
PER FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
CERTIFIED CORNER RECORD NO. 102525
2Uk. 21
29 28
RECEIVED
MAR 05 2018
SURVEYOR'S CERTIFICATE ST. Lucie County, Permitting
I HEREDY CERTIFY THAT THE AS —BUILT SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT
REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID
SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER
CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR
SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
CHAPTER 5:1-17, FL`uRIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA
STATUTES.
CIVILSURV DESIGN GROUP, INC.
BY. DRbi N C. KIERNAN DATE OF SIGNATURE
PROFESS "ANAL SURVEYOR & MAPPER
FLORIDA REGISTRATION NO. 5101
0
j
w
w
0
0
cn =
z
o ? z
U) w
w p copC � o
0 0
m a
� o
0 0
w Q
m m
c N
O •-
Cr
CV
N
M
N
CM
N
J �
gj>'001
a>
F—
F� z
d M
0 LL
O L
0 V
Ld
u) i
w m
C
CC
c
D a'
U
U a,
.o
0
oc
a
cm
w
00
Cn
w Y
In >-
m
O m m
W
z
Q w
wcc
LL 0 U
F
� � z
MII om
� r Q
r o
O
z a
U O
m
F- Q Q m
o z
o cn as Nc9
Q H
®a
LLJ
O M
J w
z
♦W CC
V
C F-
W
a. u) Q
Lti
M
>_ IL a
LLIn
> p to _
=a�
cn ® p z
�cc. F-:)
J 60
=Nv
In ~ z w
Q05
♦�^E_�
V/♦ J
.L W
U U_cl)
Oa
z
Q
cc
D a
Oa
(n z
Mz
w z
5.
SHEET NO.
I
OF
I
LOT 13
SURVEYOR'S NOTES (OCCUPIED)
1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
2, ALL MEASUREMENTS ARE BASED ON THE UNITED STATES SURVEY FOOT (SHOWN IN FEET AND DECIMAL FORMAT) UNLESS OTHERWISE SPECIFIED.
3, THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 20, TOWHSHIP 35 SOUTH, RANGE 39 EAST IS ASSUMED TO BEAR SOUTH 00`30`07r EAST AND ALL
OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO,
4. ONLY THOSE SPECIFIC IMPROVEMENTS SHOWN HEREON HAVE BEEN FIELD LOCATED, NO OTHER UNDERGROUND FIXED IMPROVEMENTS HAVE BEEN LOCATED.
5, THE HORIZONTAL LOCATION OF NON —DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE,
5. AN ASSESSMENT OF ENVIRONMENTAL CONCERNS, IF EXISTENT, WAS NOT PERFORMED AS A PART OF THIS SURVEY,
7, OVERALL PARCEL CONTAINS 7.95 ACRES, MORE OR LESS,
8. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT.
`� ATTENTION IS DIRECTED TO THE FACT TIIAT THIS DRAWING MAY HAVE BEEN ALTERED IN SI7E BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN
OBTAINING SCALED DATA-
1 U. THE LAST DATE OF FIELD WORK WAS MARCH 1, 2018.
11. ADDITIONS vie DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING WARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT
OF THE SIGNING PARTY OR PARTIES.
12. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY CIVILSURV DESIGN GROUP, INC., FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP, OR OTHER
INSTRUMENTS OF RECORD_
13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND REFERENCE NATIONAL GEODETIC SURVEY
BENCHMARK D 528, HAVING AN ELEVATION �)F 20.20 FEET.
14. BY GRAPHIC PLOTTING ONLY; SAID DES:I RIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF `"X", ACCORDING TO THE
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 121 1 1 CO155J, HAVING AN 1 17FECTIVE DATE OF
FEBRUARY 15, 2017, THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION.
15. PURSUANT TO CLIENT'S REQUEST, ONLY SPECIFIC GROUND ELEVATIONS ADJACENT TO EXISTING RESIDENCE HAVE BEEN SHOWN.
:J
LL1 Q
Z z
IJ QI
M IQ U
w 0
0 0 S
0 ~i
IL
V) I-
J
Cn
zl
I
LO
I�
0
N
---- i z
Lj
U
w
N
i�
I
I w
z
IV)
N89`29`53'E
5879' --/w
FENCE CORNER �%'
0.58' NORTH, 2.49' WEST/ I
FOUND 3/8" IRON ROD &c CAP / I
STAMPED "RLS 2391"
ST LUCIE COUN.
N
I
`r' _(0
o2A Li 1�1
inkto
I I Qw
zto
A_�g of0
w V)
SOUTHEAST CORNER SECTION 20/35/39
PER FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
CERTIFIED CORNER RECORD NO. 102525
2Uk. 21
29 28
RECEIVED
MAR 05 2018
SURVEYOR'S CERTIFICATE ST. Lucie County, Permitting
I HEREDY CERTIFY THAT THE AS —BUILT SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT
REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID
SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER
CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR
SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
CHAPTER 5:1-17, FL`uRIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA
STATUTES.
CIVILSURV DESIGN GROUP, INC.
BY. DRbi N C. KIERNAN DATE OF SIGNATURE
PROFESS "ANAL SURVEYOR & MAPPER
FLORIDA REGISTRATION NO. 5101
0
j
w
w
0
0
cn =
z
o ? z
U) w
w p copC � o
0 0
m a
� o
0 0
w Q
m m
c N
O •-
Cr
CV
N
M
N
CM
N
J �
gj>'001
a>
F—
F� z
d M
0 LL
O L
0 V
Ld
u) i
w m
C
CC
c
D a'
U
U a,
.o
0
oc
a
cm
w
00
Cn
w Y
In >-
m
O m m
W
z
Q w
wcc
LL 0 U
F
� � z
MII om
� r Q
r o
O
z a
U O
m
F- Q Q m
o z
o cn as Nc9
Q H
®a
LLJ
O M
J w
z
♦W CC
V
C F-
W
a. u) Q
Lti
M
>_ IL a
LLIn
> p to _
=a�
cn ® p z
�cc. F-:)
J 60
=Nv
In ~ z w
Q05
♦�^E_�
V/♦ J
.L W
U U_cl)
Oa
z
Q
cc
D a
Oa
(n z
Mz
w z
5.
SHEET NO.
I
OF
I
FENCE CORNER �%'
0.58' NORTH, 2.49' WEST/ I
FOUND 3/8" IRON ROD &c CAP / I
STAMPED "RLS 2391"
ST LUCIE COUN.
N
I
`r' _(0
o2A Li 1�1
inkto
I I Qw
zto
A_�g of0
w V)
SOUTHEAST CORNER SECTION 20/35/39
PER FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
CERTIFIED CORNER RECORD NO. 102525
2Uk. 21
29 28
RECEIVED
MAR 05 2018
SURVEYOR'S CERTIFICATE ST. Lucie County, Permitting
I HEREDY CERTIFY THAT THE AS —BUILT SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT
REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID
SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER
CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR
SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
CHAPTER 5:1-17, FL`uRIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA
STATUTES.
CIVILSURV DESIGN GROUP, INC.
BY. DRbi N C. KIERNAN DATE OF SIGNATURE
PROFESS "ANAL SURVEYOR & MAPPER
FLORIDA REGISTRATION NO. 5101
0
j
w
w
0
0
cn =
z
o ? z
U) w
w p copC � o
0 0
m a
� o
0 0
w Q
m m
c N
O •-
Cr
CV
N
M
N
CM
N
J �
gj>'001
a>
F—
F� z
d M
0 LL
O L
0 V
Ld
u) i
w m
C
CC
c
D a'
U
U a,
.o
0
oc
a
cm
w
00
Cn
w Y
In >-
m
O m m
W
z
Q w
wcc
LL 0 U
F
� � z
MII om
� r Q
r o
O
z a
U O
m
F- Q Q m
o z
o cn as Nc9
Q H
®a
LLJ
O M
J w
z
♦W CC
V
C F-
W
a. u) Q
Lti
M
>_ IL a
LLIn
> p to _
=a�
cn ® p z
�cc. F-:)
J 60
=Nv
In ~ z w
Q05
♦�^E_�
V/♦ J
.L W
U U_cl)
Oa
z
Q
cc
D a
Oa
(n z
Mz
w z
5.
SHEET NO.
I
OF
I
0
j
w
w
0
0
cn =
z
o ? z
U) w
w p copC � o
0 0
m a
� o
0 0
w Q
m m
c N
O •-
Cr
CV
N
M
N
CM
N
J �
gj>'001
a>
F—
F� z
d M
0 LL
O L
0 V
Ld
u) i
w m
C
CC
c
D a'
U
U a,
.o
0
oc
a
cm
w
00
Cn
w Y
In >-
m
O m m
W
z
Q w
wcc
LL 0 U
F
� � z
MII om
� r Q
r o
O
z a
U O
m
F- Q Q m
o z
o cn as Nc9
Q H
®a
LLJ
O M
J w
z
♦W CC
V
C F-
W
a. u) Q
Lti
M
>_ IL a
LLIn
> p to _
=a�
cn ® p z
�cc. F-:)
J 60
=Nv
In ~ z w
Q05
♦�^E_�
V/♦ J
.L W
U U_cl)
Oa
z
Q
cc
D a
Oa
(n z
Mz
w z
5.
SHEET NO.
I
OF
I
c N
O •-
Cr
CV
N
M
N
CM
N
J �
gj>'001
a>
F—
F� z
d M
0 LL
O L
0 V
Ld
u) i
w m
C
CC
c
D a'
U
U a,
.o
0
oc
a
cm
w
00
Cn
w Y
In >-
m
O m m
W
z
Q w
wcc
LL 0 U
F
� � z
MII om
� r Q
r o
O
z a
U O
m
F- Q Q m
o z
o cn as Nc9
Q H
®a
LLJ
O M
J w
z
♦W CC
V
C F-
W
a. u) Q
Lti
M
>_ IL a
LLIn
> p to _
=a�
cn ® p z
�cc. F-:)
J 60
=Nv
In ~ z w
Q05
♦�^E_�
V/♦ J
.L W
U U_cl)
Oa
z
Q
cc
D a
Oa
(n z
Mz
w z
5.
SHEET NO.
I
OF
I
w
00
Cn
w Y
In >-
m
O m m
W
z
Q w
wcc
LL 0 U
F
� � z
MII om
� r Q
r o
O
z a
U O
m
F- Q Q m
o z
o cn as Nc9
Q H
®a
LLJ
O M
J w
z
♦W CC
V
C F-
W
a. u) Q
Lti
M
>_ IL a
LLIn
> p to _
=a�
cn ® p z
�cc. F-:)
J 60
=Nv
In ~ z w
Q05
♦�^E_�
V/♦ J
.L W
U U_cl)
Oa
z
Q
cc
D a
Oa
(n z
Mz
w z
5.
SHEET NO.
I
OF
I
Q H
®a
LLJ
O M
J w
z
♦W CC
V
C F-
W
a. u) Q
Lti
M
>_ IL a
LLIn
> p to _
=a�
cn ® p z
�cc. F-:)
J 60
=Nv
In ~ z w
Q05
♦�^E_�
V/♦ J
.L W
U U_cl)
Oa
z
Q
cc
D a
Oa
(n z
Mz
w z
5.
SHEET NO.
I
OF
I