HomeMy WebLinkAboutSURVEYSQ11,P-6pn�
91Q7 9 ON 03A13338
I
t
BM
TP SET PK
EL= 2.83 NAVD is
BLOCK COR
FND 5/8" IR NO ID LOT 1
S 2', E 0.30' (OCCUPIED)
FFE= 6.88
S 0000,001, W 110.11, (C)
5 0010'11" W 108.02' (M)
FND 4X4 CM
NO ID
LEGEND LEGAL DESCRIPTION: LOT 3, BLOCK 8, FT. PIERCE
SHORES, UNIT THREE ACCORDING TO THE MAP OR
SM
= BENCHMARK
IR
= IRON ROD
R = RADIUS OF CURVE
PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(S)
(C)
= CALCULATED
LB
= LICENSE BUSINESS
L = LENGTH OF CURVE
19, PUBLIC RECORDS of ST. LUCIE COUNTY, FLORIDA.
Cl
= CURVE INFORMATION
(M)
= MEASURED DISTANCE
CE
= COVERED ENTRY
NAVD
= NORTH AMERICAN VERTICAL DATUM
7L 3.3 = SPOT ELEVATION
ADDRESS: 2506 TAMARIND DRIVE
CL
=CENTERLINE
- HA N L N ENCE
OHE
= OVERHEAD ELECTRIC
cTk
FORT PIERCE. FL. 34949
CLF
CM
= C I I K F
= CONCRETE MONUMENT
(PC)
= POINT OF CURVATURE
•
= CABLE TELEV1510N RISER
COR
= CORNER
PK
= PARKER KALON NAIL
C
= COVERED PORCH
R&C
= ROD & CAP
j
= DRAINAGE FLOW
CS
CS
= CONCRETE SLAB
R/W
= RIGHT OF WAY
3.a
= PROPOSED GRADE
EL
=ELEVATION
ST
= SEPTIC TANK
EP
= EDGE OF PAVEMENT
TO
= TRAVERSE POINT
= SET IRON ROD Fi CAP
FFE
= FINISH FLOOR ELEVATION
UE
= UTILITY EASEMENT
"'LB 4942"
FND
= FOUND
WD/F
= WOOD FENCE
ID
= IDENTIFICATION
WM
= WATER METER
Q
= WOOD POWER POLE
IP
= IRON PIPE
A
= DELTA OF CURVE
S 0°00'00" W 94.73' (C&M)
FT PIERCE SHORES UNIT 3
BLOCK 8
LOT 2
(VACANT)
tib
tiry
tib
N 90000'00" E 161.52' C&M
30
(A
EP
n
o 0
m
33.33' 8.67'
O
00
P p
11.67'
00
3' 36.4
ti
CE �4 B CS
'3
G
28.00' 5• +38.92'
13.0' PROPOSED lt'
SINGLE FAMILY
cmo
tN
RESIDENCE
CONCRETE o_ FFE= 5.00
DRIVE
v u L.
CS m
2,1 41 21.33' ftl o
PROPOSED WATER
�O _SERVICE
4,`m 5' CLF COR
o N 1.5'
EP 5' TO 3' CL
ti>
�(PC) S 0000'00" W 18.66' (C)
NOT FND
Cl
PROPOSED SWALE 4'
NORTH OF PROPERTY
LINE 4:1 SLOPE MAX
1 LOT 9
1 1 (OCCUPIED)
1 1 FFE= 6.88
1 3a1 NO SEPTIC OR WELL
1 6' WD/F COP INTERFERENCE WITHIN 75'
1 N 2.3', E 0.20'
x x x x
3R
1 °, o•
LOT 3 1 NI
(VACANT) 1 �1
1 rll
6036 1 LOT 8
(OCCUPIED)
y ml 3- FFE= 4.77
770 SQUARE FEET
1 O'
DRAINFIELD
1
64.92'
1 O SEPTIC TANK
1
PUMP SYSTEM
1 �11
1923 SQUARE FEET
3.4
GREENAREA
or
6' WD/F & 3' CLF COR
„
IN 1.5', E 0.30'
lb 4)
+ LOT 4
(OCCUPIED)
FFE= 3.82
NO SEPTIC OR WELL
INTERFERENCE WITHIN 75'
FND 1" IP NO ID CURVE CHART
i S0.50' Cl
R= 939.39' (C), 939.39' (M)
A= 4°16'40" (C), 4°18'29" (M)
L= 70.14' (C), 70.63' (M)
C2 C2
R= 939.39' (C)
BLOCKCOR A= 5°5O'34" (C)
NOT FND L= 95.80 (C)
1
LOT 5
(OCCUPIED)
LOT 7
(OCCUPIED)
FFE= 6.08
NO SEPTIC OR WELL
INTERFERENCE WITHIN 75'
0
z
NOTES:
SUBJECT TO ANY APPLICABLE EASEMENTS,
RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF
RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN
MADE BY THIS OFFICE.
ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE
GIS BENCHMARK, D-307 HAVING A PUBLISHED
ELEVATION = 1.02 (FEET) NAVD 1988.
BEARINGS SHOWN HEREON ARE BASED UPON AN
ASSUMED MERIDIAN, ALONG THE NORTH PROPERTY
LINE OF LOT 3, HAVING AN ASSUMED BEARING OF N
90000'00" E. ALL OTHER BEARINGS ARE RELATIVE
THERETO.
PROPERTY LIES IN F.I.R.M. ZONE "X & AO DEPTH 1"', AS
SHOWN ON MAP NUMBER 12111CO181 J, DATED 02/16/16.
FLOOD ZONES ARE APPROXIMATE AS SCALED FROM
FLOOD INSURANCE RATE MAPS.
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS
OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY, IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING
PARTY.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE
NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND
IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
LEGAL DESCRIPTION FROM WARRANTY DEED
RECORDED IN OFFICIAL RECORD BOOK 3539, PAGE 1913,
SAINT LUCIE COUNTY PUBLIC RECORDS.
BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE:
09/12/16.
PUBLIC WATER AVAILABLE.
CERTIFIED TO: TERRY L. STURGELL;
CHRISTENSEN FINANCIAL INC ISAOA,
ATIMA; FIRST INTERNATIONAL TITLE.
SCANNED
BY
St. Lucie County
t1 ' E
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LOT = 15,188 SQUARE FEET = 100%.
'^
3
'^
c33°
'^
>
HOUSE, GARAGE, ENTRY &COVERED PATIO = 3,444 SQUARE FEET = 23%.
DRAWN BY:
CONCRETE PADS = 264 SQUARE FEET = 0.2%.
DRIVE AND WEALK IN LOT= 839 SQUARE FEET = 6%.
G SANTOIEMMA
APPROVED BY:
R. KEMERSON
OPEN SPACE = 10,641 SQUARE FEET = 70%.
SCALE:
1" = 30,
DATE:
09 13 16
FIELD BOOK PAGES
PLANS
JOB NUMBER:.
1" IP NO ID ROBERT F. KEMERSON
6-7 33
PROFESSIONAL SURVEYOR AND MAPPER
STATE OF FLORIDA (P5M)#6285
SHEET:
'1 OF y
Q
t
BM i
TP FND PK
EL= 2.83 NAVD in
0 oy
p 3t
Z p
H
rn Z
aCr
Lnv
v A
= H
vrl m
JEP I
ti
NOT FND
WM
6LUCK COR
FND 5/8" IR NO ID LOT 1
5 2% E 0.30' (OCCUPIED)
FFE= 6.88
S 0000,001, W 110,11' (C)
S 0010,111, W 108.02, (M)
FND 4X4 CM
NO ID
F 91'
LEGEND
BM
=BENCHMARK
IR
=IRON ROD
()
= CALCULATED
LB
= LICENSE BUSINESS
Cl
= CURVE INFORMATION
(M)
= MEASURED DISTANCE
CE
CL
= COVERED ENTRY
= CENTERLINE
NAVD
= NORTH AMERICAN VERTICAL DATUM
CLF
= CHAIN LINK FENCE
OHE
=OVERHEAD ELECTRIC
CM
= CONCRETE MONUMENT
(PC)
= POINT OF CURVATURE
COR
= CORNER
PK
= PARKER KALON NAIL
COVP
= COVERED PORCH
R&C_=_ROD
&.CAP
C5
= CONCRETE SLAB
R/W
= RIGHT OF WAY
EL
= ELEVATION
ST
= SEPTIC TANK
EP
=EDGE OF PAVEMENT
TP
=TRAVERSE POINT
FFE
= FINISH FLOOR ELEVATION
UE
= UTILITY EASEMENT
FND
= FOUND
WD/F
= WOOD FENCE
ID
= IDENTIFICATION
WM
= WATER METER
IP
= IRON PIPE
A
= DELTA OF CURVE
R
= RADIUS OF CURVE
L
= LENGTH OF CURVE
% 3 3
= SPOT ELEVATION
9g
= CABLE TELEVISION RISER
—�)=DRAINAGE-FLOW
3.a = PROPOSED GRADE
•
= FND IRON ROD & CAP
"LB 4942"
(�
= WOOD POWER POLE
5 0000'00" W 94.73' (C&M) 1 LOT 9
FT PIERCE SHORES UNIT 3 Ivt�1 (OCCUPIED)
BLOCK 8 1FFE= 6.88
I1 NO SEPTIC OR WELL
(VACANT) 3� 1 6' WD/FCOR INTERFERENCE WITHIN 75'
10",00'00" E 161.52' C&M �> I N2.3',E0.20' x X x
m
0 0
FORMBOARD
TOP OF FORM
EL= 5.65
0
a N
N
5' CLF COR
N 1.5'
5' TO 3'
LOT 3
90°00'00" E 177.77'
0-00'00" W 18.66' (C)
UP—
LOT 4
(OCCUPIED)
FFE= 3,82
NO SEPTIC OR WELL
INTERFERENCE WITHIN 75'
FND 1" IP NO ID CURVE CHART
5 0.50' Cl
R= 939.39' (C), 939.39' (M)
A= 4-16'40" (C), 4-18-29" (M)
L= 70.14' (C), 70.63' (M)
C2
C2 R= 939.39' (C)
BLOCK A= 5-50'34" (C)
NOT FND R L= 95.80' (C)
LOT 5
(OCCUPIED)
C7 R'
lG TI
Im N II -
I yl
I �
�1
0LOT 8
1 (OCCUPIED)
139 l 3a FFE= 4.77
1
I Q SEPTIC TANK
II RBI PUMP SYSTEM
I ;1
I
1 uv 1 6' WD/F & 3' CLF COP
N 15, E 0.30'
LOT 7
(OCCUPIED)
FFE= 6.08
NO SEPTIC OR WELL
INTERFERENCE WITHIN 75'
liuj alDa dy
jIU�
18 -o0 along 'IS
LEGAL DESCRIPTION: LOT 3, BLOCK 8, FT. PIERCE
SHORES, UNIT THREE ACCORDING TO THE MAP OR
PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(5)
19, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
ADDRESS: 2506 TAMARIND DRIVE
FORT PIERCE, FL. 34949
NOTES:
SUBJECT TO ANY APPLICABLE EASEMENTS,
RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF
RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN
MADE BY THIS OFFICE.
ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE
GIS BENCHMARK, D-307 HAVING A PUBLISHED
ELEVATION = 1.02 (FEET) NAVD 1988.
BEARINGS SHOWN HEREON ARE BASED UPON AN
ASSUMED MERIDIAN, ALONG THE NORTH PROPERTY
LINE OF LOT 3, HAVING AN ASSUMED BEARING OF N
90000'00" E. ALL OTHER BEARINGS ARE RELATIVE
THERETO.
PROPERTY LIES IN F.I.R.M. ZONE "X & AO DEPTH 1"', AS
SHOWN ON MAP NUMBER 12111CO181 J, DATED 02/16/16,
FLOOD ZONES ARE APPROXIMATE AS SCALED FROM
FLOOD INSURANCE RATE MAPS.
IN ACCORDANCE WITH CHAPTER 57-17.051, ADDITIONS
OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY, IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING
PARTY.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE
NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND
IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
�J1 LEGAL DESCRIPTION FROM WARRANTY DEED
RECORDED IN OFFICIAL RECORD BOOK 3539, PAGE 1913,
SAINT LUCIE COUNTY PUBLIC RECORDS.
BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE:
09/12/16. FORMBOARD SURVEY FIELD DATE: 12/15/16.
PUBLIC WATER AVAILABLE.
i CERTIFIED TO: TERRY L. STURGELL;
CHRISTENSEN FINANCIAL INC. ISAOA,
ATIMA; FIRST INTERNATIONAL TITLE.
SCANNED
BYr '
St. Lucie County
zzr
St. Cl 0.
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Datel 1 At,
�5 Ap At,
V IP NO ID ag-3 - CL ,ea oc\ -00',
-
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ROBERT F. KEMERSON
PROFESSIONAL'5URVEYOR'AND MAPPER -
STATE OF FLORIDA (P5M)##6285
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Ma
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BLOCKCOR
FND 5/8" IR NO ID LOT 1
S 2', E 0.30' (OCCUPIED)
FFE= 6.88
S 0000,001, W 110.11' (C)
S 0010' 11" W 108.02' (M)
FND 4X4 CM
NO lb
LEGEND
BM
= BENCHMARK
IR
= IRON ROD
(C3
LB
= LICENSE BUSINESS
= CURVE INFORMATION
(M)
= MEASURED DISTANCE
CE
=COVERED ENTRY
NAVD
= NORTH AMERICAN VERTICAL DATUM
CL
= CENTERLINE
OHE
=OVERHEAD ELECTRIC
CLF
= CHAIN LINK FENCE
(PC)
= POINT OF CURVATURE
CM
COR
= CONCRETE MONUMENT
= CORNER
PK
= PARKER KALON NAIL
COVP
=COVERED PORCH
R&C-
=ROD-&C-AP— —
CS
= CONCRETE SLAB
R/W
= RIGHT OF WAY
EL
=-ELEVATION
ST
= SEPTIC TANK
EP
= EDGE OF PAVEMENT
AVERSE POINT
FFE
= FINISH FLOOR ELEVATION
E
= UTILITY EASEMENT
FND
= FOUND
WD/F
= WOOD FENCE
ID
= IDENTIFICATION
WM
= WATER METER
IP
= IRON PIPE
A
= DELTA OF CURVE
R
= RADIUS OF CURVE
L
= LENGTH OF CURVE
vL 3 3
= SPOT ELEVATION
eke
= CABLE TELEVISION RI5ER
�3
= DRAINAGE FLOW
a.a = PROPOSED GRADE
•
= FND IRON ROD & CAP
"LB 4942"
= WOOD POWER POLE
1b
vb
vti
S 0000'00" W 94.73' (C&M)
FT PIERCE SHORES UNIT 3
BLOT 2LOCK $ o�
(VACANT) 3
vb N 90°00'00" E 161.52' C&M 4y
1
11
1
1
1
LOT 9
11 (OCCUP6I8E8D)
vAl, NO SEPTIC OR WELL
6' WD/F COR INTERFERENCE WITHIN 75'
N 2.3%E 0.20'
x. x x x
30
u
m m
? 1 ,.
EP
a
1 ° °
im
33.33'
Im ml
Po
1 NII
1 .•1
o
11.67' LOT 3
0
A
p
m B
60.37'
1
1 OI
11
LOT 8
27.92' S 38.96'OD
TI
(OCCUPIED)
%O
13.0 FORMBOARD
y gyp+
i OI
FFE= 4.77
(n
4!
N
No TOP OF FORM 'n
EL= 5.65 0
-
,4.94'
1
1 C SEPTIC TANK
a
27.91' 2.0' 56.47'
1
PUMP SYSTEM
3
11 31
V
ry
a 21.33' "=
1
0
N 90°00'00" E 177.77' C&M
(
1 uo
1 6' WD/F & 3CLF COR
N 1.5', E 0.30'
x x x)
x
x
x x
5' CLF COR
N 1.5'
1
1 LOT 7
EP
5' TO 3' CLF Z
St' t.� l
1
1 (OCCUPIED)
v~
LOT 4
Qdt
nd
p
la'
11 FFE= 6.08
�(Pc)
° (OCCUPIED)
S 0 00 00 W 18.66 (C)
pTove�
1
NO SEPTIC OR WELL
NOT FND
FFE= PIED
1
1 INTERFERENCE WITHIN 75'
NO SEPTIC OR WELL
rnl
Cl INTERFERENCE WITHIN 75'
1
pl
WM
I
r
FND 1" IP NO ID CURVE CHART
6
5 0.50' Cl
R= 939.39' (C), 939.39' (M)
0= 4°16'40" (C), 4-18-29" (M)
m
L= 70.14' (C), 70.63' (M)
LOT 5
'W
C2 C2
(OCCUPIED)
R= 939.39' (C)
R
A= 5°50-34" (C)
;
BLOCK COR
NOT FND L= 95.80 (C)
FND 1"IP NO ID
\Projects\16-JOB5\16-133\16-133 BNDY.dwg, BNDY-TOPO, 12/21/2016 8:05:24 AM, Velcon Group, Inc., (772)879-0477
0
2
LEGAL DESCRIPTION: LOT 3, BLOCK 8, FT. PIERCE
SHORES, UNIT THREE ACCORDING TO THE MAP OR
PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(5)
19, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
ADDRESS: 2506 TAMARIND DRIVE
FORT PIERCE, FL. 34949
NOTES:
SUBJECT TO ANY APPLICABLE EASEMENTS,
RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF
RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN
MADE BY THIS OFFICE.
ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE
GIS BENCHMARK, D-307 HAVING A PUBLISHED
ELEVATION = 1.02 (FEET) NAVD 1988.
BEARINGS SHOWN HEREON ARE BASED UPON AN
ASSUMED MERIDIAN, ALONG THE NORTH PROPERTY
LINE OF LOT 3, HAVING AN ASSUMED BEARING OF N
90000'00" E. ALL OTHER BEARINGS ARE RELATIVE
THERETO.
PROPERTY LIES IN F.I.R.M. ZONE "X & AO DEPTH 1"', AS
SHOWN ON MAP NUMBER 12111CO181 J, DATED 02/16/16:
FLOOD ZONES ARE APPROXIMATE AS SCALED FROM
FLOOD INSURANCE RATE MAP5.
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS
OR DELETIONS TO SURVEY MAPS OR REPORTS BY -
OTHER THAN THE SIGNING PARTY, I5 PROHIBITED '
WITHOUT WRITTEN CONSENT OF THE SIGNING
PARTY.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE
NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND
IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
NOT VALID WITHOUT THE SIGNATURE AND THE _
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
LEGAL DESCRIPTION FROM WARRANTY DEED
RECORDED IN OFFICIAL RECORD BOOK 3539, PAGE 1913,
SAINT LUCIE COUNTY PUBLIC RECORDS.
BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE:
09/12/16. FORMBOARD SURVEY FIELD DATE: 12/15/16.
MOVED FORMBOARD SURVEY FIELD DATE: 12/20/16.
PUBLIC WATER AVAILABLE.
CERTIFIED TO: TERRY L. STURGELL;
CHRISTENSEN FINANCIAL INC. ISAOA,
ATIMA; FIRST INTERNATIONAL TITLE.
RECEWEY,- _
DEC 21 2016
SCANNED
BY
St. Lucie County
ROBERT F. KEMERSON
PROFESSIONAL SURVEYOR AND MAPPER
STATE OF FLORIDA (PSM)#6285
19
t
BM
TP SET PK
EL= 2.83 NAVD in
rV
BLOCKCOR
FND 5/8" IR NO ID LOT 1
5 2% E 0.30' (OCCUPIED)
FFE= 6.88
1__'�'S 0000'00" W 130.11' (C)
5 0°30'11" W 108.02' (M)
FND 4X4 CM
NO ID
BM
=BENCHMARK
(C)
= CALCULATED
Cl
= CURVE INFORMATION
CE
= COVERED ENTRY
CL
=CENTERLINE
CLF
= CHAIN LINK FENCE
CM
= CONCRETE MONUMENT
COR
= CORNER
COVP
= COVERED PORCH
C5
= CONCRETE SLAB
EL
= ELEVATION
EP
= EDGE OF PAVEMENT
FFE
= FINISH FLOOR ELEVATION
FND
= FOUND
ID
=IDENTIFICATION
IP
= IRON PIPE
5 0000'00" W 94.73'-(C&M)
FT PIERCE SHORES UNIT 3
BLOCK 8
tib LOT 2
(VACANT) 30
1
tib titi tib N 90°00'00" E 161.52' C&M
30' A E E r
EP > o
m 33.33' 8.67"
.I - i 1
� b
tib titi � ti
qh I O
EP ti
tif�
--(PC)/
NOT FND
WM
3;0•- PROPOSED
SINGLE FAMILY
RESIDENCE
CONCRETE Q , FFE= 5.00
DRIVE (�
0
TER
LEGEND
IR
= IRON ROD
R
= RADIUS OF CURVE
LB
= LICENSE BUSINESS
L
= LENGTH OF CURVE
(M)
= MEASURED DISTANCE
NAVD
= NORTH AMERICAN VERTICAL DATUM
3?
=SPOT ELEVATION
OHE
= OVERHEAD ELECTRIC
(PC)
= POINT OF CURVATURE
P
=CABLE TELEVISION RISER
PK
= PARKER KALON NAIL
R&C—=
ROD -&-CAP - -
--->
=-DRAINAGEFLOW-
R/W
ST
= RIGHT OF WAY
= SEPTIC TANK
\ xxx
l�
=PROPOSED GRADE
TP
= TRAVERSE POINT
= 5ET IRON ROD & CAP
UE
= UTILITY EASEMENT
WD/F
= WOOD FENCE
"LB 4942"
LOT 3
(VACANT)
WM = WATER METER (j = WOOD POWER POLE
A = DELTA OF CURVE
I I LOT 9
1 1 (OCCUPIED)
I 1 FFE= 6.88
1 3a1 NO SEPTIC OR WELL
I 6' WD/F COR INTERFERENCE WITHIN 75'
+jb.9L'
10 770 SQUARE FEET
- s DRAINFIELD
1
1923 SQUARE FEET
GREENAREA
1 N 2.3', E 0.20'
x x x x
1 0 LOT 8
a� (OCCUPIED)
I,h o11 3 FFE= 4.77
1I
,O 1 O SEPTIC TANK
I C�1 PUMP SYSTEM
I �I
I �
1 �� 6' WD/F & 3' CLF COR
N1.5'.E0.30'
f-"�
CLF COP,
ujll
N'
I
1
S
5`TO 3' CLF + LOT 4
MIN, SETBACI(AEQ. II,,o
11
0°00'00"
W 18.66' (C) (OCCUPIED)
FFE= 3.82
FRONT_ 1
1
1
NO SEPTIC OR WELL
1
'1
INTERFERENCE WITHIN 75
_
CNRSIDES�� 11
�I
1�
r
FND 1" IP NO ID
CURVE CHART
REAR
m
50.50'
Cl
ZN 1�
-
R= 939.39' (C), 939.39' (M)
TEC
° A= 4°16'40" (C), 4°18'29" (M)
L
L= 70.14' (C), 70.63' (M)
L T 5
01
C2
C2
(OCCUPIED)
Ili
R= 939.39' (C)
A= 5-50'34" (C)BLO
g
NOTCFNDR
L= 95.80' (C)
f
Rh,-*.J�; i�IV
OCT 1--7;! 201
LOT 7
(OCCUPIED)
FFE= 6.08
NO SEPTIC OR WELL
INTERFERENCE WITHIN 75'
LEGAL DESCRIPTION: LOT 3, BLOCK 8, FT. PIERCE
SHORES, UNIT THREE ACCORDING TO THE MAP OR
PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(S)
Z Qg
19, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
., O� o m M m p
ADDRESS: 2506 TAMARIND DRIVE
-,cz c� o c
FORT PIERCE, FL. 34949
ra Q" o `' u
y�.2ni
NOTES:
0 3
SUBJECT TO ANY APPLICABLE EASEMENTS,
�nao�n3
RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF
RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN
VVV C9 �`hRV^
4I W Z R R 2 N
MADE BY THIS OFFICE.
a3
ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE
GIS BENCHMARK, D-307 HAVING A PUBLISHED
ELEVATION = 1.02 (FEET) NAVD 1988.
BEARINGS SHOWN HEREON ARE BASED UPON AN
ASSUMED MERIDIAN, ALONG THE NORTH PROPERTY
LINE OF LOT 3, HAVING AN ASSUMED BEARING OF N
90000'00" E. ALL OTHER BEARINGS ARE RELATIVE
THERETO.
PROPERTY LIES IN F.I.R.M. ZONE "X & AO DEPTH 1"', AS
SHOWN ON MAP NUMBER 12111CO181 J, DATED 02/16/16.
FLOOD ZONES ARE APPROXIMATE AS SCALED FROM
FLOOD INSURANCE RATE MAPS.
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS
OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY, IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING
PARTY.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE
NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND
IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
LEGAL DESCRIPTION FROM WARRANTY DEED
RECORDED IN OFFICIAL RECORD BOOK 3539, PAGE 1913,
SAINT LUCIE COUNTY PUBLIC RECORDS.
BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE:
09/12/16.
PUBLIC WATER AVAILABLE.
CERTIFIED TO; TERRY L. STURGELL;
CHRISTENSEN FINANCIAL INC. ISAOA,
ATIMA; FIRST INTERNATIONAL TITLE.
SCANNED
BY
St. Lucie County
LOT `= 15,188 SQUARE FEET = 100%.
HOUSE, GARAGE, ENTRY & COVERED PATIO = 3,444 SQUARE FEET = 23%.
CONCRETE PAD5 = 264 SQUARE FEET = 0.2%.
DRIVE AND WEALK IN LOT = 839 SQUARE FEET = 6%.
OPEN SPACE = 10,641 SQUARE FEET = 70%.
1" IP NO ID - ROBERT F. K MEP:
PROFESSIONAL SURVEYOR
STATE OF FLORIDA (P°
F:%ProjectsX16-JOBS%16-133\16-133 BNDY.dwg, 8NDY-TOP0, 10/17/2016 8:59:00 AM, Velcon Group, Inc., (772)879-0477
BM
TP SET PK
EL= 2.83 NAVD CL
1
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30'
u
EP
EP
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tx
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NOT FND
T
0
0
O
Go
w
WM
BLOCK COR
FND 5/8" IR NO ID LOT 1
5 2', E 0.30' (OCCUPIED)
FFE= 6.88
S 0°00'00" W 110.11' (C)
S 0010'11" W 108.02' (M)
FND 4X4 CM
NO ID
SM =BENCHMARK
(C) = CALCULATED
C1= CURVE INFORMATION
CE = COVERED ENTRY
CL = CENTERLINE
CLF = CHAIN LINK FENCE
CM = CONCRETE MONUMENT
COP = CORNER
COVP = COVERED PORCH
CS = CONCRETE SLAB
EL =ELEVATION
EP = EDGE OF PAVEMENT
FFE = FINISH FLOOR ELEVATION
FND = FOUND
ID =IDENTIFICATION
IP = IRON PIPE
S 0000'00" W 94.73' (C&M)
FT PIERCE SHORES UNIT 3
BLOCK 8
LOT 2 +
(VACANT) 'bp
)0000'00" E 161-52' (C&M) �>
5' CLf
N 1.5'
5' TO 3'
0°00'00" W 18.66' (C)
E
LEGEND
IR = IRON ROD
LB =LICENSE BUSINESS _
(M) = MEASURED DISTANCE
NAVD = NORTH AMERICAN VERTICAL DATUM
OHE = OVERHEAD ELECTRIC
(PC) = POINT OF CURVATURE
PK = PARKER KALON NAIL
-R&C- = ROD -&-CAP
R/W = RIGHT OF WAY
5T = SEPTIC TANK
TP = TRAVERSE POINT
UE = UTILITY EASEMENT
WD/F = WOOD FENCE
WM = WATER METER
A = DELTA OF CURVE
R
= RADIUS OF CURVE
L
= LENGTH OF CURVE
x 39
= SPOT ELEVATION
R
= CABLE TELEVISION RISER
= DRAINAGE FLOW
PROPOSED GRADE
•
= SET IRON ROD & CAP
"LB 4942"
= WOOD POWER POLE
I �1 LOT 9
1 (OCCUPIED)
1 1 FFE= 6.88
1 4a NO SEPTIC OR WELL
I 6' WD/F COR INTERFERENCE WITHIN 75'
I N 2.3:-, E 0.20'
x x x x
Ilm T11
LOT 3 I N 1
(VACANT) I ~ \
1 �11
1 �I LOT 8
I �+ (OCCUPIED)
11 h �11 'b FFE= 4.77
1 1
0 SEPTIC TANK
I PUMP SYSTEM
II 31
1
1,
1 yr 6' WD/F & 3' CLF COP
N 1.5'. E 0.30'
LOT 4
(OCCUPIED)
FFE= 3.82
NO SEPTIC OR WELL
INTERFERENCE WITHIN 75'
FND V IP NO ID CURVE CHART
5 0.50' C1
R= 939.39' (C), 939.39' (M)
0= 4°16'40" (C), 4°18'29" (M)
L L= 70.14' (C), 70.63' (M)
C2 C2
R= 939.39' (C)
A= 5°50'34" (C)
BLOCKCOR L= 95.80' C)
NOT FND
LOT 5
(OCCUPIED)
LOT 7
(OCCUPIED) i
FFE= 6.08
NO SEPTIC OR WELL
INTERFERENCE WITHIN 75'
LEGAL DESCRIPTION: LOT 3, BLOCK 8, FT. PIERCE
a ''
SHORES, UNIT THREE ACCORDING TO THE MAP OR
PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(5)
ZQc m h
OQ
19, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
% o m M m
ADDRESS: 2506 TAMARIND DRIVE
QZt
, � 00 c R
FORT PIERCE, FL. 34949
zz' Q Z o
y
N. R
NOTES:
0_En
SUBJECT TO ANY APPLICABLE EASEMENTS,
,
2 2 ea Z'
RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF
O _W
RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN
d W n °c i
MADE BY THIS OFFICE.
G
ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE
U
_
GI5 BENCHMARK, D-307 HAVING A PUBLISHED
ELEVATION = 1.02 (FEET) NAVD 1988.
BEARINGS SHOWN HEREON ARE BASED UPON AN
ASSUMED MERIDIAN, ALONG THE NORTH PROPERTY
LINE OF LOT 3, HAVING AN ASSUMED BEARING OF N
90000'00" E. ALL OTHER BEARINGS ARE RELATIVE
THERETO.
PROPERTY LIES IN F.I.R.M. ZONE "X & AO DEPTH 2"', 65
J
SHOWN ON MAP NUMBER 12111CO181 J, DATED 02/16/16.
J
FLOOD ZONES ARE APPROXIMATE AS SCALED FROM
0FLOOD
INSURANCE RATE MAPS.
_
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS
n
OR DELETIONS TO SURVEY MAPS OR REPORTS BY
a Q
OTHER THAN THE SIGNING PARTY, IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING
G
PARTY.
0
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE
a S
NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND
7 i
IL
IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
11 a
FLORIDA.
n®
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
Z
0
LEGAL DESCRIPTION FROM WARRANTY DEED
0
RECORDED IN OFFICIAL RECORD BOOK 3539, PAGE 1913,
SAINT LUCIE COUNTY PUBLIC RECORDS.
BOUNDARY &. TOPOGRAPHICAL SURVEY FIELD DATE:
09/12/16.
PUBLIC WATER AVAILABLE.
CERTIFIED TO: TERRY L. STURGELL;
CHRISTENSEN FINANCIAL INC. ISAOA,
ATIMA; FIRST INTERNATIC�I�,T.I D-
B����YIIVVEEDD
St. Lucie Coun
FDOH in St. Lucie County tY
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS #% SF -Rog 2 & Well #
Date: 171 /4
Review
1" IP NO ID
ROBERT F. KEMERSON
PROFESSIONAL5URVEYOR AND MAPPER
STATE OF FLORIDA (PSM)#6285
SHEET:
I
BM
TP SET PK
EL= 2.83 NAVE)
I
oy3°°ti�Ql
7C7 3t
p
rn Z
a �
�C7
=H I
"`-i m 3ti ti°t
BLOCK COR
FND 5/8" IR NO ID LOT 1
5 2', E 0.30' (OCCUPIED)
FFE= 6.88
S 0000100" W 110.11' (C)
S 0010' 11" W 108.02' (M)
FND 4X4 CM
NO ID
BM =BENCHMARK
(C) = CALCULATED
Cl = CURVE INFORMATION
CE = COVERED ENTRY
CL =CENTERLINE
CLF = CHAIN LINK FENCE
CM = CONCRETE MONUMENT
COP =CORNER
COVP = COVERED PORCH
C5 = CONCRETE SLAB
EL = ELEVATION
EP = EDGE OF PAVEMENT
FFE = FINISH FLOOR ELEVATION
FND =FOUND
ID =IDENTIFICATION
IP = IRON PIPE
/5 0-00'00" W 94.73' (C&M)
f FT PIERCE SHORES UNIT 3
BLOCK 8
LOT 2 30+
(VACANT)
>b N 90000'00" E 161.52' C&M 3�
28.00,
CONCRETE
DRIVE
PROPOSED WATER
Cl
LOT 3
m (VACANT)
PROPOSED
SINGLE FAMILY
RESIDENCE
FFE= 5.00
5' CLF COR
N 1.5'
5' TO 3'
0-00'00" W 18.66' (C)
CS
LEGEND
IR = IRON ROD
LB = LICENSE BUSINESS
(M) = MEASURED DISTANCE
NAVD = NORTH AMERICAN VERTICAL DATUM
OHE = OVERHEAD ELECTRIC
(PC) = POINT OF CURVATURE
PK = PARKER KALON NAIL
-R&C =-ROD-&-CAP
R/W = RIGHT OF WAY
ST = SEPTIC TANK
TP = TRAVERSE POINT
UE = UTILITY EASEMENT
WD/F = WOOD FENCE
WM = WATER METER
A = DELTA OF CURVE
R
= RADIUS OF CURVE
L
= LENGTH OF CURVE
p. 33
= SPOT ELEVATION
e9
= CABLE TELEVISION RISER
- = DRAINAGE FLOW
-LL4_j = PROPOSED GRADE
= 5ET IRON' ROD & CAP
"LB 4942"
= WOOD POWER POLE
LOT 9
J�N
(OCCUPIED)
FFE= 6.88
NO SEPTIC OR WELL
/F COR INTERFERENCE WITHIN 75'
, E 0.20'
x z x x
770 SQUARE FEET
DRAINFIELD
PROPOSED SWALE 4'
NORTH OF PROPERTY 1923 SQUARE FEET
LINE 4:1 SLOPE MAX \ I GREENAREA
3' 2.8
LOT 4
(OCCUPIED)
FFE= 3.82
NO SEPTIC OR WELL
INTERFERENCE WITHIN 75'
FND V IP NO ID CURVE CHART
5 0.50' Cl
R= 939.39' (C), 939.39' (M)
A= 4-16'40" (C), 4-18'29" (M)
L= 70.14' (C), 70.63' (M)
C2 C2
R= 939.39' (C)
BLOCKCOR A= 5-50'34" (C)
NOT FND L= 95.80 (C)
LOT 5
(OCCUPIED)
LOT 8
�N+ (OCCUPIED)
I FFE= 4.77
ill O SEPTIC TANK
!?°1 PUMP SYSTEM
3l 3.4
l 6' WD/F & 3' CLF COP.
N 1.5'. E 0.30'
.1
;ul
LOT 7
(OCCUPIED)
FFE= 6.08
NO SEPTIC OR WELL
INTERFERENCE WITHIN 75'
LEGAL DESCRIPTION: LOT 3, BLOCK 8, FT. PIERCE
SHORES, UNIT THREE ACCORDING TO THE MAP OR
PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(5)
19, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
ADDRESS: 2506 TAMARIND DRIVE
FORT PIERCE, FL. 34949
NOTES:
SUBJECT TO ANY APPLICABLE EASEMENTS,
RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF
RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN
MADE BY THIS OFFICE.
ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE
GIS BENCHMARK, D-307 HAVING A PUBLISHED
ELEVATION = 1.02 (FEET) NAVD 1988.
BEARINGS SHOWN HEREON ARE BASED UPON AN
ASSUMED MERIDIAN, ALONG THE NORTH PROPERTY
LINE OF LOT 3, HAVING AN ASSUMED BEARING OF N
90000'00" E. ALL OTHER BEARINGS ARE RELATIVE
THERETO.
PROPERTY LIES IN F.I.R.M. ZONE "X & AO DEPTH 1"', AS
SHOWN ON MAP NUMBER 12111CO181 J, DATED 02/16/16.
FLOOD ZONES ARE APPROXIMATE AS SCALED FROM
FLOOD INSURANCE RATE MAPS.
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS
OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY, IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING
PARTY.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE
NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND
IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
LEGAL DESCRIPTION FROM WARRANTY DEED
RECORDED IN OFFICIAL RECORD BOOK 3539, PAGE 1913,
SAINT LUCIE COUNTY PUBLIC RECORDS.
BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE:
09/12/16.
ti PUBLIC WATER AVAILABLE.
CERTIFIED TO: TERRY L. STURGELL;
2 CHRISTENSEN FINANCIAL INC. ISAOA,
ATIMA; FIRST INTERNATIONAL TITLE.
`sC098
BY it
Lu ie Cou
LOT = 15,188 SQUARE FEET = 100%.
HOUSE, GARAGE, ENTRY & COVERED PATIO = 3,444 SQUARE FEET = 23%.
CONCRETE PADS = 264 SQUARE FEET= 0.2%.
DRIVE AND WEALK IN LOT = 839 SQUARE FEET = 6%.
OPEN SPACE = 10,641 SQUARE FEET = 70%.
1" IP NO ID ROBERT F. KEMERSON
PROFESSIONAL SURVEYOR AND,MAPPER
STATE OF FLORIDA (PSM)#6285
N