HomeMy WebLinkAboutSurveysll
NORTH
GRAPHIC SCALE
20 0 10 20
( IN FEET )
vo5 � �QENCE
pR0 �pp0,-� y[V\ SON ` g 10
BENCH MARK
— C.B. RIM
ELEV.=7.48
C AULFIELD & WHEELER, INC.
CIVIL ENGINEERING - LAND PLANNING
LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 /FAX (561)-750-1452
r
RIVERBEND
LOT 2
BOUNDARY SURVEY
ST LUCIE COUNTY, FLORIDA
TYPICAL LEGEND
O SET 5/8" IR/CAP LB 3591
D.E. - DRAINAGE EASEMENT
L.A.E. - LIMITED ACCESS EASEMENT
L.E.- LANDSCAPE EASEMENT
L.M.E. - LAKE MAINTENANCE EASEMENT
GONG. — CONCRETE
LM.A.E. — LAKE MAINTENANCE
COV — COVERED
ACCESS EASEMENT
ELEV. — ELEVATION
00.00 DENOTES PROPOSED ELEVATION
ESMT — EASEMENT
�-, DIRECTION OF FLOW
M.E.S. MITERED END SECTION
,Q•OD DENOTES EXISTING ELEVATION
U.E. — UTILITY EASEMENT
P.I. POINT OF INTERSECTION
W.M. — WATER METER
F— FLOOR
P.C. — POINT OF CURVATURE
FIN. —FINISHED
P.C.0 — POINT OF COMPOUND CURVATURE
PROP. — PROPOSED
P.R.C.POINT OF REVERSE CURVE
P.T. — POINT OF TRANSITION
TYP — TYPICAL
O.E. OVERHANG EASEMENT
R - RADIUS
R P - RADIUS POINT
B.E. - BUFFER EASEMENT
O.R.B. - OFFICIAL RECORDS BOOK
L.P. - LIGHT POLE
PG. - PAGE
C.O. CLEANOUT
L. - ARC LENGTH
M.H. - MANHOLE
A - DELTA (CENTRAL ANGLE)
SAN. - SANITARY
■P.R.M.-PERMANENT REFERENCE MONUMENT
ALUM. ALUMINUMT.O.B.- TOP OF BANK
P.C.P.-PERMANENT CONTROL POINT
C.E. - CONTROL ELEVATION
N
I.P. —IRON PIPE LOCATIONIP
G.V.- RATE VALVE -- — --
P.P. - POWER POLE e \ r._ ......._
BLDG. - BUILDING s \ y a NOT TO SCALE _
N R - NOT RADIAL s \� No UTI N 25. TOMIRWP 37 SM flANME MO CABT
NO I.D.- NO IDENTIFICATION _ II 114
Y.D. - YARD DRAIN �{ 12 '"oq�
A/C - AIR CONDITIONER °
C.B. - CATCH BASIN
N G.V. -GATE VALVE q I J%
Q- � 44II as\ \ 14
-RE HRANT*F.H. 15
STORM MANHOLE BACFEwr 4402E
R?a,
�/ 42 Q,�n 16 R.
Q - SANITARY MANHOLE: a �, n
CL - CENTERLINE Q( \4/� al A 40 B
WATER SERVICE
NAVD 88- NORTH AMERICAN VERTICAL I ✓ �._� 39 ONO
DATUM OF 1988.
NOVD 29 - NATIONAL GEODETIC ii `-\._
VERTICAL DATUM OF 1929 '--\ `J \ off' 2
S
36 37 /oq4 28 19
\/ 29 lick 20
� P N \\ 3— 513C 25 61 2
R5 22
C € ,} 32
> N NW I'IIRNaOUT UNE
W 24 13
�/
_ — NW TURNd800T PANE
J
U c7 0
J
D1
Qeamir3�
�09 -0u24
mm
1. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR.
2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP,
OR OTHER INSTRUMENTS OF RECORD.
3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM
(N.A.V.D.) OF 1988.
4. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH LINE LOT 2,-HAVING A
BEARING OF N71'53'05"E
5. THE DESCRIPTION SHOWN HEREON IS IN ACCORD NTH THE INSTRUMENT OF RECORD.
6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
7. ADD111ONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES
IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
8. FLOOD ZONE: "X"; FIRM PANEL NO. 1211C 0406J; COMMUNITY NO. 120285; DATE: FEBRUARY
16, 2012. LOMR-F CASE #14-04-5434A, DATE: AUGUST 26, 2014.
9. BENCH MARK: 11DAL BENCH MARK, ST LUCIE COUNTY: "872 2334 TIDAL 4", ELEVATION= 2.60.
10. ADDRESS: 13196 N.W. WHEATON LANE.
LOT 2, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67,
PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
CONTAINING 26,500 SQUARE FEET / 0.6084 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF
RECORD.
I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED
PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS
SURVEYED UNDER MY DIREC11ON ON MAY 18, 2017. 1 FURTHER CERTIFY THAT THIS
BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17
oat ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT
TO FLORIDA STATUTES 472.027.
Lu e Co.
Dat it
e
�*� a,
DAVID P. LINDLEY, P.L.S.
REG. LAND SURVEYOR #5005
STATE OF FLORIDA - LB #3591
FINAL SURVEY
POOL FORMBOARD SURVEY
04 26 19
RFC
FORMBOARD SURVEY
08 10 18
RAL
REVISED FLOOD ZONE
12 6 17
TKM
ADDED SEPTIC SYSTEM AND PROP. FIN.FLR.ELEV..
6 23 17
CE
PERMIT SKETCH
5/18/17
JS
REVISIONS
DATE
BY
DATE 5 18 17
SCALE 1"=20'
FLD.BK. N/A
CHECKED BY DPL
PAGE N/A
FILE NAME 658712
IF 6587
SHT NO.
1
LOF 1 SHEETS
LI
NORTH
GRAPHIC SCALE
20 0 10 20
( IN FEET )
VGo sPF� NGF �roz
pO , 9..
.A[
M.E.S.
8.03 7.85
v
(y3 64.22'
to
0
Z 7.61 >
O
W I
7.77 7.59
25.00' 25.00'
P.C. P.C.
pLLAJ w
' O 04 / 7.61 ZI O M
ZI M.E.S.
/
/
/
Ira
AT /
CAUL_FIELD & WHEELER, INC.
CIVIL ENGINEERING - LAND PLANNING
LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (561)-750-1452
z'
OBS�pO�p \,
\FiN OPak AR01
o 0
65
PROeO°'W�N'wo
TYPICAL LEGEND
0 SET 5/8" IR/CAP LB 3591 D.E. - DRAINAGE EASEMENT
L.A.E. - LIMITED ACCESS EASEMENT L.E. - LANDSCAPE EASEMENT
L.M.E. - LAKE MAINTENANCE EASEMENT CONIC. - CONCRETE
L.M.A.E. - LAKE MAINTENANCE GOV. - COVERED
ACCESS EASEMENT ELEV. - ELEVATION
00.00 DENOTES PROPOSED ELEVATION ESMT. - EASEMENT
f....— DIRECTION OF FLOW M.E.S. - MITERED END SECTION
0.00 DENOTES EXISTING ELEVATION U.E. - UTILITY EASEMENT
P.I. - POINT OF INTERSECTION W.M. - WATER METER
P.C. - POINT OF CURVATURE FLR. - FLOOR
P.C.0 - POINT OF COMPOUND CURVATURE FIN - FINISHED
P.R.C. - POINT OF REVERSE CURVE PROP. - PROPOSED
P.T. - POINT OF TRANSITION TYP.- TYPICAL
O.E. - OVERHANG EASEMENT R. - RADIUS
B.E. - BUFFER EASEMENT R.P. - RADIUS POINT
O.R.B. - OFFICIAL RECORDS BOOK L.P. - LIGHT POLE
PG. - PAGE C.O. - CLEANOUT
L. - ARC LENGTH M.H. - MANHOLE
\ Q - DELTA (CENTRAL ANGLE% SAN. - SANITARY
■ P.R.M.-PERMANENT REFERENCE MONUMENT T.O.B.- TOPUMINUM OF BANK
\ P.C.P.-PERMANENT CONTROL POINT C.E. - CONTROL ELEVATION
4.5
C.E.
• � \ � tioNEN 61
\5
utJE FRS \ S � PyMP
�pp`�KS Z\ON UNE TON F: wl \
H� \• RF.12 �M µE0\R� N pN\S $ \
NK 11� SREN� 4 \
Sn l ctsl Es l6,® 4p,631Fa Mope \ \
�NN�EPIE \
F � \
A
\91D \ Cp ��
Pc EP OUZ g,0a
wm \OOa \ \!
Z
c90 J L \ ti \ ✓
Z
91
65 92
lONE \
\
/
/ ° \ C.E.
7.5 /
/
W.M.El
/
12,
/
BENCH MARK
C.B. RIM
ELEV.=7.48
RIVERBf=ND
LOT 2
BOUNDARY SURVEY
5T LUCIE COUNTY, FLORIDA
N
RAN PIPE
LOCATION MAP
-
G.V. - GATE VALVE
G.V.
6 7
0
P.P. POWER POLE
1D
NOT TO SCALE
BLDG. -BUILDING
3
B 9
N.R. -NOT RADIAL
5
i ho'V SEC80N 24 IOYNSHP 37 SOUTH, RANGE 10 EAST
NO I.D.- NO IDENTIFICATION
2
Y.D. - YARD DRAIN
4
12
Fo
A/C - AIR CONDITIONER
13
C.B. - CATCH BASIN
1
t
G046
NG.V. - GATE VALVE
9
44
43 4
tF.H. - FIRE. HYDRANT
&
45
15
R2�R
®- STORM MANHOLE
o
RA0cmm WAY
42 R,4
16
®- SANITARY MANHOLE
46
41^,"
17
¢_- CENTERLINE
"
44
40
18
Bp>� WATER SERVICE
N
NAV'D 88- NORTH AMERICAN VERTICAL
39
oNo
DATUM OF 198&
NGVD 29 - NATIONAL GEODETIC
VERTICAL DATUM OF 1929
38 �
20
37 op4
36
28 $ 19
0,
so
29
c.a 20
c
po
bpi'
J5 0
g1P
POND
26 21
34 31
25 22
33 32
4 23
LA NW TURNABOUTNE
NR TURNABOUT LANE
_.
NOTE:
• IMPROVEMENT5 SHOWN ARE PROPOSED UNLE55 OTHERWISE NOTED.
• DRIVEWAYS ARE FOR GRAPHIC PURP05E ONLY AND NOT FOR CONSTRUCTION.
wm
1.
REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL.
2.
SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR.
3.
LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP,
OR OTHER INSTRUMENTS OF RECORD.
4.
ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM
(N.A.V.D.) OF 1988.
5.
5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH LINE LOT 2, HAVING A
BEARING OF N71 53 05' E
6.
THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD.
7.
UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
8.
AUDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES
IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
9.
FLOOD ZONE: "X" & "AE"(ELEV. 6'); FIRM PANEL NO. 1211CO406J; COMMUNITY NO. 120285;
DATE: FEBRUARY 16, 2012. LOMR-F CASE #14-04-5434A, DATE: AUGUST 26, 2014.
10.
BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 2334 TIDAL 4", ELEVATION= 2.60.
11.
ADDRESS: 13196 N.W. WHEATON LANE.
DESCRIP11ON:
LOT 2, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67,
PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
CONTAINING 26,500 SQUARE FEET / 0.6084 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS; COVENANTS, AND RIGHTS -OF -WAY OF
RECORD.
I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED
PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS
SURVEYED UNDER MY DIRECTION ON MAY 18, 2017. 1 FURTHER CERTIFY THAT THIS
BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17
ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT
TO FLORIDA STATUTES 472.027.
.7� -
DA'AD P. LINDLEY, P.L.S.
REG. LAND SURVEYOR #5005
STATE OF FLORlDA - LB #3591
REVISED FLOOD ZONE
121OZ17
TKM
ADDED SEPTIC SYSTEM AND PROP. FIN. FLR.ELEV..
6 - 17
CE
PERMIT SKETCH
5/111 17
JS
REVISIONS
DATE
BY
DATE 5 18 17
SCALE 1"=20'
FLD.BK. N/A
CHECKED BY DPL
PAGE N/A
FILE NAME 6587L2
IMR i
OF 1 SHEETS
M.E.S.
2
I
�36
� I
N
�1
I O
�
O
w
I
P.C.
w
n
8 M
�I
I
t
NORTH
GRAPHIC SCALE
20 0 10 20
( IN FEET )
vol I
'I SlTtllso��
PR26pR vo o06� 9.1G0
O I
'9
� I v
I 7.61 a
I7.77 7.59
25.010' 25.00'
P.C.
ww
N o rn
r ��
o N i M.E.S. 7.61
7,"
ATC
I I.
CAULFIEL_D & WHEELER, INC.
CIVIL ENGINEERING - LAND PLANNING
% LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 35434
^ ---- PHONE (560-392-1991 / FAX (561)-750-1452
1G4 SFCPO
• SEEN 650 Sp FS
PFOpO RP\NFl�
TYPICAL LEGEND
O SET 5/8" IR/CAP LB 3591 D.E. - DRAINAGE EASEMENT I.P. - IRON PIPE
L.A.E. - LIMITED ACCESS EASEMENT LE. - LANDSCAPE EASEMENT G.V. - GATE VALVE
L.M.E. - LAKE MAINTENANCE EASEMENT CONC. - CONCRETE P.P. - POWER POLE
L.M.A.E. - LAKE MAINTENANCE COV. - COVERED BLDG. - BUILDING
ACCESS EASEMENT ELEV. - ELEVATION N.R. - NOT RADIAL
00.00 DENOTES PROPOSED ELEVATION ESMT. - EASEMENT NO I.D.- NO IDENTIFICATION
a...i- DIRECTION OF FLOW M.E.S. - MITERED END SECTION Y.D. - YARD DRAIN
0.00 DENOTES EXISTING ELEVATION U.E. - UTILITY EASEMENT A/C - AIR CONDITIONER
P.I. - POINT OF INTERSECTION W.M. - WATER METER C.B. - CATCH BASIN
P.C. POINT OF CURVATURE
FLR. FIN. - FINISHED FLOOR N G.V. - GATE VALVE
--
P.C.0 -POINT OF COMPOUND CURVATURE t
PROP. - PROPOSED F.H. -FIRE HYDRANT
P.R.C. - POINT OF REVERSE CURVE TYp,_ TYPICAL STORM MANHOLE
P.T. - POINT OF TRANSITION R. -RADIUS
O.E. - OVERHANG EASEMENT R.P. -RADIUS POINT ®- SANITARY MANHOLE
B.E. BUFFER EASEMENT L.P. - LIGHT POLE @ - CENTERLINE
O.R.B. - OFFICIAL RECORDS BOOK C.O. - CLEANOUT 8p>� WATER SERVICE
L - ARC GLENGTH M.H. - MANHOLE NNAVD 88- NORTH AMERICAN VERTICAL
\ A - DELTA (CENTRAL ANGLE) SAN. - SANITARY DATUM OF 1988.
ALUM. - ALUMINUM NOVD 29 - NATIONAL GEODETIC
\ ■ P.R.M.-PERMANENT REFERENCE MONUMENT T.O.B.- TOP OF BANK VERTICAL DATUM OF 1929
P.C.P.-PERMANENT CONTROL POINT C.E. - CONTROL ELEVATION
4.5
C.E.
3.
� pR1P p \
_/•� \ � 20NEV sl
Al �J5 5 oA-t- „ PE" �E\
1
P
0{PRGF' VNt PN � NEPOW��S \N P M
ZP PER�GWi ®g0.63iF�^ MOpi�
0 LINES lb N\N GENE
FlAS�NEtPP GPN \
A \
0 \ �
pµoP ND •\ 6,OB \ � \ � 4e.
6� \ \
05 92
o \ \
7.5
B.
In \
12 4�
1 '
W.M.
5"E
R\M
BENCH MARK
- C.B. RIM
ELEV.=7.48
RIVER13END
LOT 2
BOUNDARY SURVEY
5T LUCIE COUNTY, I'LORIDA
N
.01 LOCATION MAP
6 0
3 8 e NOT TO SCALE
.ya SEM A WWMP 37 SOUW, RANGE 10 EAST
5 q
12 •P
a �Rk
13 T
1 44 43 a <GC��
as 5
RADCL[EFE RAY 42 A. 16
Q 46 41 CIF 7
47
8
4C 9q
39 POND
O 3827
36 37 qqq 28 19
q 29 20
5 q 0
POND 26 'Ae21
34 31
25 22
32
24 23
NB TURNABOUT LANE
NW TURNABOUT LANE
- - - - - - - - -
I
NOTE:
IMPROV€MENT5 SHOWN AREPPOP05ED UNLE55 OTHERWI5E NOTED.
DRIVEWAY5 ARE FOR GRAPHIC PURP05E ONLY AND NOT FOR CON5TKUCTION.
wm
1. REPRODUCTIONS OF THIS SKETCH ARE NOT VAUD UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL.
2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR.
3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP,
OR OTHER INSTRUMENTS OF RECORD.
4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM
(N.A.".) OF 1988 - -
- - - - - 5. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH LINE LOT 2, HAVING A
BEARING OF N71'53'05"E.
6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD.
7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES
IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
9. FLOOD ZONE: "X" & "AE"(ELEV. 6'); FIRM PANEL NO. 1211C0406J; COMMUNITY NO. 120285;
DATE: FEBRUARY 16, 2012. LOMR-F CASE #14-04-5434A, DATE: AUGUST 26, 2014.
10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 2334 TIDAL 4", ELEVATION= 2.60.
11. ADDRESS: 13196 N.W. WHEATON LANE.
LOT 2, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67,
PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
CONTAINING 26,500 SQUARE FEET / 0.6084 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF
RECORD.
CERTIFICATE:
I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED
PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS
SURVEYED UNDER MY DIRECTION ON MAY 18, 2017. 1 FURTHER CERTIFY THAT THIS
BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17
ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT
TO FLORIDA STATUTES 472.027.
7� *
DA1D P. IINDLEY, P.L.S.
REG. LAND SURWYR #5005
STATE OF FLORIN, - LB #3591
REVISED FLOOD ZONE
12 6 17
TKM
ADDED SEPTIC SYSTEM AND PROP.FIN.FLR.ELEV..
6 23 17
CE
PERMIT SKETCH
5/18/17
JS
REVISIONS
DATE
BY
DATE 5 18 17
SCALE 1"=20'
FLD.BK. N/A
CHECKED BY DPL
PAGE N/A
FILE NAME 65871-2
6587
�1
1 SHEETS
7. 9
50
J
Iw
N.
N
�Y M.E.S.
= 1
m
�c 4 A = O
O
w I
P.C.
w
o�n
pl M
z
/
I
lll�>
NORTH
GRAPHIC SCALE
20 0 10 20
( IN FEET )
�.Ooa 3
SjORVlsDENGE,
PRc N,RP� R\pD011 9 0
_MG
25.00' 25.00'
LLj
n
N / 7.61
M.E.S. n / I
CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING - LAND PLANNING
LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD -SUITE 100
BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (560-750-1452
\
D4a � U� g(RPG�
GR� � asp SQ ES
TYPICAL LEGEND
O SET 5/8" IR/CAP LB 3591 D.E. — DRAINAGE EASEMENT
L.A.E. — LIMITED ACCESS EASEMENT LE. — LANDSCAPE EASEMENT
L.M.E. — LAKE MAINTENANCE EASEMENT CONC. — CONCRETE
LM.A.E. — LAKE MAINTENANCE COV. — COVERED
ACCESS EASEMENT ELEV. — ELEVATION
00.00 DENOTES PROPOSED ELEVATION ESMT. — EASEMENT
�....— DIRECTION OF FLOW M.E.S. — MITERED END SECTION
, 0.00 DENOTES EXISTING ELEVATION U.E. — UTILITY EASEMENT
P.I. — POINT OF INTERSECTION W.M. — WATER METER
P.C. — POINT OF CURVATURE FLR. — FLOOR
P.C.0 — POINT OF COMPOUND CURVATURE FIN. — FINISHED
P.R.C. — POINT OF REVERSE CURVE PROP. — PROPOSED
P.T. — POINT OF TRANSITION TYP'— TYPICAL
O.E. — OVERHANG EASEMENT R. — RADIUS
B.E. — BUFFER EASEMENT R.P. — RADIUS POINT
O.R.B. — OFFICIAL RECORDS BOOK L.P. — UGHT POLE
PG. — PAGE C.O. — CLEANOUT
L. — ARC LENGTH M.H. — MANHOLE
\ A — DELTA (CENTRAL ANGLE) SAN. — SANITARY
ALUM. — ALUMINUM
\ ■ P.R.M.—PERMANENT REFERENCE MONUMENT T.O.B.— TOP OF BANK
P.C.P.—PERMANENT CONTROL POINT C.E. — CONTROL ELEVATION
4.5
C.E.
3. .
Do?.f- \ � TONE el
A
� LINE F KpV' �,�g \N P�MP
�%o PUMP (PN BACK \
�WDR \yNE DA R
NE 1° 1312 GPM REO�ENj U!1\Z �b \
RGg\G > 2„ SPN 0 GNi a
SVP. FM\ NE PF\NN \ \
Ga`ts ONE 2T .35 \
uj v
Pp5E0 "'
pR0 oU c is
G\.£PN \ \ cc7\J\ Ti
�i 3.5G dd�c^y rbo \
n
� � U
TONE „X„
a �
� 'O
3 35
i \
O.
/
/
W.M.
/
BENCH MARK
— C.B. RIM
ELEV.=7.48
RIVERBEND
LOT 2
BOUNDARY SURVEY
5T LUCIE COUNTY, ELORIDA
\ C.E.
7.5 /
N
I.P. — IRON PIPE
I
LOCATION
G.V. — GATE VALVE
0
MAP
P.P. — POWER POLE
3
6 2
10
NOT TO SCALE
BLDG. — BUILDING
a §
N.R. — NOT RADIAL
5
11 NOR �XN � IRRN9TP 37 SWK R� 40 EAST
NO 1.D.— NO IDENTIFICATION
T9F
Y.D. — YARD DRAIN
4
12
A/C — AIR CONDITIONER
13
C.B. — CATCH BASIN
1
<°c
N G.V. — GATE VALVE
44
43 14
g.
tF.H. — FIRE HYDRANT
2
45
15
®— STORM MANHOLE
z
BABCUEFE WAY
42
16
®— SANITARY MANHOLE
`�
46
41 clGn
17
CENTERLINE
a
47
40
18
WATER SERVICE
NAVD 88— NORTH AMERICAN VERTICAL
39
ONO
DATUM OF 1988.
NGVD 29 — NATIONAL GEODETIC
VERTICAL DATUM OF 1929
38
27
�GW
36 3] qqq
28 /. 19
p
29
O
� 20
T�
POND
26 1F 21
34 1
25
22
33 32
TURNABOUT LANE
24
23
NW TURNABOUT LANE
�\OGE
NOTE:
• IMPROVEMENT5 5HOWN ARE PPOP05ED UNLE55 OTHERWI5E NOTED.
DRIVEWAY5 ARE FOR GRAPHIC PURP05E ONLY AND NOT FOR CON5TRUCTION.
1. RE RODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL.
2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR.
3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP,
OR OTHER INSTRUMENTS OF RECORD.
4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM
(N.A.V.D.) OF 1988.
5. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH LINE LOT 2, HAVING A
BEARING OF N71'53'05"E.
6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD.
7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES
IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
9. FLOOD ZONE: "X" & "AE"(ELEV. 6'); FIRM PANEL NO. 1211CO406J; COMMUNITY NO. 120285;
DATE: FEBRUARY 16, 2012. LOMR-F CASE #14-04-5434A, DATE: AUGUST 26, 2014.
10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 2334 TIDAL 4", ELEVATION= 2.60,
11. ADDRESS: 13196 N.W. WHEATON LANE.
LOT 2, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67,
PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
CONTAINING 26,500 SQUARE FEET / 0.6084 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF
RECORD.
CM71FICAlE
I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED
PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS
SURVEYED UNDER MY DIRECTION ON MAY 18, 2017. 1 FURTHER CERTIFY THAT THIS
BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17
ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT
TO FLORIDA STATUTES 472.027.
D; 4? -
DAVID P. LINDLEY, P.L.S.
REG. LAND SURVEYOR #5005
STATE OF FLORIDA - LB #3591
REVISED FLOOD ZONE
12 6 17
TKM
ADDED SEPTIC SYSTEM AND PROP.FIN.FLR.ELEV.•
6 23 17
CE
PERMIT SKETCH
5/18/17
JS
REVISIONS
DATE
BY
DATE 5 18 17
SCALE 1"=20'
FLD.BK. N/A
CHECKED BY DPL
PAGE N/A
FILE NAME 65871-2
5587
1
1 SHEETS
t