HomeMy WebLinkAboutSURVEYSv I ALL- l 0q - 04®Q 9
BENCHMARK\ z \
FD PIK NAIL & DISK
AT POINT OF Loa
/ INTERSECTION z \� o\ / ELEV =5.37' NGVD 1929 \ c� ;
/
\ 10'X5' UTILITY
° EOtpPRO P EASEMENT . \ 5.3
s.
\ FO�pnO RNIS .
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3
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inENtRY 5.01 m
LOT 7 ,�, \ o 5.2 �\
\\ a '
1 SINGLE FAMILY Z5 S.3 ,
\ RESIDENCE \ 5.02� ^
F.F.ELEV.=7.50' � � < o.R Z �
\5.41 icl)> 49 v \ o� x c c t�L
62-2
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\
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\ 1p' EASE
\ \ Co' \
It
pate P CI \
* LEGA LI DESCRIPTION: GRAPHIC SCALE
LOT 7, TARPON FLATS SUBDIVISION, 30 0 15 30
ACCORDING TO THE PLAT I I i I
THEREOF, AS RECORDED IN PLAT
BOOK 69, PAGE 27, OF THE PUBLIC
RECOF�DS OF ST. LUCIE COUNTY, ( -IN FEET )
FLORIDA 1 inch = 30 ft. North
BUILDING SETBACKS (BSB);
FRONT - `25'
REAR - 15' .MIN.
SIDES - 7.5'
ADDRESS:3913 SHORE SIDE DRIVE
PLAT OF SURVEY FOR: SETH H. AND. MARY S. BAKER
TYPE: BOUNDARY & TOPOGRAPHIC DATE: 07/13/16
PROJ NO. 13-024-7 F.B. 229 PG. 25
DWN. BY: B.D.Y. SCALE: 1" = 40'
CKD. Y: C.H.B. MERIDIAN
THIS PLAT AND REPORT ARE NOT VALID WITHOUT IHE SIGNATURE AND LAM SURVEYOR13
THE ORIGI AL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR 1717 INDIAN RIVER BLVD, SUITE 261
AND MAPP, ER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE VERO BEACH, FL. 32960 LB#6905
FOUND A THE END OF THE ATTACHED REPORT. THE PLAT AND PHONE: 772-794-1213, FAX: 772-794-1096
REPORT E NOT FULL AND COMPLETE WITHOUT ONE ANOTHER. EMAIL: LB6905 a BELLSOUTH.NET
PG 1 OF 2
;W9ml3 Jaw, -11 FLATS1LOTSLOTA13-M-M-FMAI WZERTS hS.LOT7.W=2➢17ZW23FM
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Report of Survey. (Project
• TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC
• THIS SUIIRVEY PERFORMED BY:
MERIDIAN LAND SURVEYORS LB#6905
171) INDIAN RIVER BOULEVARD, SUITE 201
VERO BEACH, FLORIDA 32960
REVISION #1) REVISE HOUSE 7/13116 DB
#13' 024-7) REVISION #2) FORMBOARD 10/20/16 CHB
REVISION #3) ADD CERTIFICATION 12/01/16 CHB
REVISION #4) FINAL 08/30/17 CHB
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
CHARLES H. BLANCHARD P.S.M.( 5755 .
• THE EXPECTED USE OF' THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FLORIDA ADMINISTRATIVE CODE)
IS SUBYRBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT
AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REOUIREMENT.
• THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS
OF PR�CTICE , AS ESTABLISHED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE.
• ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF.
• THE LAST DATE OF FIELD WORK WAS: 08/30/17
• BEARINGS HEREON ARE REFERRED TO A VALUE OF N22-3IT39"W FOR THE CENTERLINE OF SHORE
SIDE DRIVE; SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD.
• THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND
IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN.
* NO INSTRUMENTS OF RECORD REGARDING EASEMENTS. RIGHT—OF—WAYS, OR OWNERSHIP WERE
SUPPLI D TO THIS SURVEYOR, EXCEPT AS SHOWN.
NO TIT E OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
* UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME.
* LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT.
* THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "X" AND AE-4 PER
FLOOD INSURANCE RATE MAP #12111C0093 J. DATED JAN. 6; 2012.
* THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL.GEODECTIC VERTICAL DATUM OF 1929.
THE PRMMARY BENCHMARK FOR THIS SURVEY IS: NATIONAL GEODETIC SURVEY MONUMENT P 633.
ELEVAON 2.97` NGVD (1.49- NAVD, PUBLISHED). SITE BENCHMARK AS SHOWN ON PAGE 1 OF 2.
* ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN
HEREON ARE NOT CERTnnEO TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION.
ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
Legend
& Abbreviations: (symbols not scaleable for size)
PLS —
PROFESSIONAL LAND SURVEYOR
— GUY WIRE
PSM -
PROFESSIONAL SURVEYOR & MAPPER
`�
®
— WOOD UTILITY POLE
LB —
LAND SURVEYING BUSINESS
®
— TELEPHONE SERVICE
1E -
CENTERLINE
(R) — RADIAL
®
— CABLE T.V. BOX
— ELECTRIC BOX
R -
L -
RADIUS
LENGTH (NR) — NON —RADIAL
— LIGHT POST
p
E/P
DELTA ANGLE
EDGE OF PAVEMENT
®
V
— WELL
— HYDRANT
B/C
BACK OF CURB
D4
— GATE VALVE
B.M. —
BENCHMARK
— IRRIGATION VALVE
POC -
POINT OF COMMENCEMENT
®
— WATER METER
— MANHOLE
POB —
POINT OF BEGINNING
SANITARY
0 —
(PCP) PERMANENT CONTROL POINT
®
— SANITARY SERVICE
PCP .
PERMANENT CONTROL POINT
®
OD
— SEPTIC TANK
p -
(PRM) PERMANENT REFERENCE MONUMENT
— . DRAINAGE MANHOLE
PRM —
PERMANENT REFERENCE MONUMENT
®
= CURB INLET
® -
(IP) IRON PIPE
®
— SURFACE INLET
— MITERED END SECTION
IP —
O
IRON PIPE
(IRC) IRON ROD & CAP — PINE TREE
—�
— CONCEPTUAL DRAINAGE
IRC r
IRON ROD &CAP
— STREET SIGN
O
(CM) CONCRETE MONUMENT
23.5
— , PROPOSED GRADE
CM —
CONCRETE MONUMENT
NAVID
— NORTH AMERICAN VERTICAL DATUM
FD
FOUND — OAK TREE
x235
— TYPICAL ELEVATION
(M)
MEASURED
A/C
— AIR CONDITIONER
(P) —
PLAT
CONC.
— CONCRETE
(C) —
CALCULATED — PALM TREE
F.F.
— FINISH FLOOR
(OA) —
OVERALL
BSB
— BUILDING SETBACK LINE
R/W —
RIGHT OF WAY
EL./ELEV. — ELEVATION
R\W
— RIGHT OF WAY
Certified To:
AB
- AS -BUILT
1) SETH H. AND MARY S. BAKER
P/K
— PARKER—KALON
2) FLORIDA COMMUNITY BANK, N.A., ISAOA/ATIMA
3) OCEANSIDE TITLE & ESCROW CO., INC
4) ALLIANT NATIONAL TITLE INSURANCE COMPANY
THIS SURVEY 15 NOT VALID WITHOUT THE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF THE FLORIDA '
%j�pl®'A�
e `EMI/ � 1SlU1f�il�1P�
LICENSED SURVEYOR AND MAPPER NAMED BELOW.
D
1717 INDIAN RIVER BLVD, SUITE 201
- j0'\�
VERO BEACH, FL. 32960 LB#6905
�SMJ5�755
PHONE: 772-794-1213, FAX: 772-794-1096
q1 H. BLANCHARD
EMAIL: LB6905@BELLSOUTH.NET
Z'\W011ung Pu¢,12pt3 J09S 17-0Zi
PG L OF Z
TARPON EIATS..LQTSLOT Ai VIZ AT-WLLL_W- ERTSAaB. LOT'7. 9t VMt72:0&37 PM � _.
SAC- 1 �0- ool g
BENCHMARK
\\ oQqlii+ L
FD P/ IDTPO N \OCT2
OOF
=5.INTISK
AERSEC#TIN
ELEV.7'NGVD 1929 \�1:5�
JITTIpd
St. L
\ cie tY, FL
10Y5,c o �oT Nj) Ullurr \ �o, t
[A SEMEN 5.2 x s 5.2 \
\ 5.95 0
o o
\ 64� B5� \
\ < o 6.35 106.61 \ s \
c rn ct►\ N6'• 4533 x <
N v x
Ln
a J
r i 7
0
.69
t3.33 u LIN m
o 5 5.01
FORMBOARD 2
x TION
TOP OF FORMS 25 5'2 5.0
L �2� 3, ELEV. =7.50" o^ \ Z
N N a
ov, t- ,21' E - \ z
5.98 ZQ 4;�
N6�a
\m o / 5.93x \ a \a Z.
o O to�" \ o �h� _ O .
v Im rn 5.67 < o \
O
� o
o
a 5 25 �°��?P E�� \ Q0
1.07 6 \ E�INE Nj
OR E 0
TIN y00 5N pSEM 5 pN o
EXjSR�P�r�`f TLANO LION E p00E5 MENT ° \
'0 EpSEME \ �oNSERvp 10.00'ITY EASE
pR
LTIL\
\ o pRAENTOE \
\ 10.0Ep5EM \
* LEGAL DESCRIPTION: GRAPHIC SCALE
LOT 1, TARPON FLATS SUBDIVISION, 30
5 30
ACCODING TO THE PLAT I I �I
R
THEREOF, AS RECORDED IN PLAT
BOOK 69, PAGE 27, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, ( IN FEET )
FLORIDA 1 inch = 30 ft. North
11b
BUILDING SETBACKS (BSB): ,
,(1\� FRONT - 25
(� G REAR. - 15' MIN
SIDES - 7.5'
ADDRESS: SHORE SIDE DRIVE
PLATbF SURVEY FOR: PHOENIX
TYPE' BOUNDARY & TOPOGRAPHIC DATE: 07/13/16
PROJ. NO. 13-024-7 F.B. 229 PG. 25
DWN. �BY: B.D.Y. SCALE: 1" = 40'
cKD. BY: C.H.B. MERIDIAN
THIS PLATS AND REPORT ARE NOT VALID WITHOUT THE SIGNATURE AND LANp BIJFlVEYORB
THE ORIGINAL RAISED SEAL OF THE FLORIDA REgSTERED' SURVEYOR 1717 INDIN RIVER BLVD, SUITE 201
AND MAP�ER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE VERO BEACH, FL. 32960 LB#6905
FOUND AT THE END OF THE ATTACHED REPORT. THE PLAT, AND PHONE: 772-794-1213, FAX: 772-794-1096
REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER. EMAIL: INFO@MLS-LB6905.COM
T1WOM1inp Rep12p13l085113 24TARPON FLATSLOTSLOT 7113-024-07-M.4wg. LOT 7. 1d2U?2016 MW26 AA7 PG 1 OF 2
r
Report of Survey: (Project #13-024-7)
• TYPE OF SURVEY. BOUNDARY & TOPOGRAPHIC
' THIS SURVEY PERFORMED BY:
MERIDIAN LAND SURVEYORS LB#6905
117 INDIAN RIVER BOULEVARD, SUITE 201
VERO BEACH; FLORIDA 32960
• PRO IiESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
CHARLES H. BLANCHARD P.S.M.# 5755
«
THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE
(5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR
THIS I TYPE OF BOUNDARY SURVEY IS i FOOT IN 7,500, THE MEASUREMENT AND CALCULATION OF
A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT.
• THISISURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS
OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE.
TIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS
DATE OF FIELD WORK WAS: 10/19/16
HEREON ARE REFERRED TO AN ASSUMED VALUE OF N22'30'39"W FOR THE CENTERLINE
SIDE DRIVE; SAID BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED.
• THIS ISURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND
IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN.
«
IMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR- OWNERSHIP WERE
TO THIS SURVEYOR, EXCEPT AS SHOWN.
OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME.
DESCRIPTION IS AS PROVIDED BY THE CLIENT.
ARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES 'T AND AE-4 PER
INSURANCE RATE MAP #12111CO093 J, DATED JAN. 6, 2012.
LEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEEDETIC VERTICAL DATUM,
), OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC
PING MONUMENT (NGS) P 633 ELEVATION 2.98' NGVD.
H BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN
ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION.
ADDIIONS OR DELETIONS TO SURVEY MAPS'OR REPORTS BY OTHER THAN THE SIGNING PARTY OR
PAR IES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
Legend & Abbreviations: (symbols not scaleable for size)
m�
U
m
cc �-
0
N
O
W
0
Qo
o=
Co W
2 CO
ix w
LL. w
� #
00
U)
W W
w w
PLS - PROFESSIONAL LAND SURVEYOR %7- - GUY WIRE
PSM PROFESSIONAL SURVEYOR & MAPPER WOOD UTILITY POLE
LB LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE
a CENTERLINE ® - CABLE T.V. BOX
R t RADIUS (R) - RADIAL ® - ELECTRIC BOX
L - LENGTH (NR) - NON -RADIAL > - LIGHT POST
A - DELTA ANGLE
- WELL
E/P EDGE OF PAVEMENT HYDRANT
B/C -� BACK OF CURB GATE VALVE
B.M. - BENCHMARK N - IRRIGATION VALVE
POC - POINT OF COMMENCEMENT ® - WATER METER
POS - POINT OF BEGINNING - SANITARY MANHOLE
o - (PCP) PERMANENT CONTROL POINT ® - SANITARY SERVICE
PCP - PERMANENT CONTROL POINT ® - SEPTIC TANK
O - (PRM) PERMANENT REFERENCE MONUMENT @ - DRAINAGE MANHOLE
PRM - PERMANENT REFERENCE MONUMENT ® - CURB INLET
O - (IP) IRON PIPE - SURFACE INLET
IP - IRON PIPE ® - MITERED END SECTION
O - (IRC) IRON ROD & CAP 'r+)` - PINE TREE - CONCEPTUAL DRAINAGE
IRC - IRON ROD & CAP v - STREET SIGN
O - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE
CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM
FD - FOUND (0OAK TREE 35 - TYPICAL ELEVATION
(M) - MEASURED A/C - AIR CONDITIONER
(P) PLAT CONC. - CONCRETE
(C) 7 CALCULATED - PALM TREE
(OA) _ OVERALL F.F. - FINISH FLOOR
R/W - RIGHT OF WAY BSB - BUILDING SETBACK LINE
EL./ELEV. - ELEVATION
Certified To: RAW - RIGHT OF WAY
AB - AS -BUILT
1)1 PHOENIX P/K - PARKER-KALON
2)I
3)i THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE
MERIDIAN AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED SURVEYOR AND MAPPER NAMED BELOW.
LAND SURVEYORS
1717 INDIAN RIVER BLVD, SUITE 201 6?
VERO BEACH, FL. 32960 LB#6905 ' ,
PHONE: 772-794-1213, FAX: 772-794-1096
EMAIL: INFO@MLS-LB6905.COM CHARLES H. BLANCHARD P.S.M. J5755
T.WVa gF,1051073JOBSlI7 V TARPON FIATSLLOMOTTt7.,4p FB.dWq.LOT 7.1d MIS1=10AM PG 2 OF 2
LC- ) � 0� - OD) S
\
I
5.41
x � �
W
J
o
m O
oc
of
o
-7 m�
m
�
J CT1
O
1.07
BENCHMARK \
/ FD PIK NAIL 1,DISK
/ PCP LB#6905
INTERSECTION
ELEV.=5.37' NGVD 1929
2
35
OT 6 IM' UNITY
��AGANT, EASEMENT
6.47
s.3s LE 106.67
.Le21
m � \
� m
m
tv N
ERP: I G
\ m St. u y, 'ounty, FL
\ �o o
5.2 x+ 6 5.2 \
5.95 v\
o � O
\ a c o
4t
Lor % PEN \ 01°- 5.01
5.2
FORMBOARD � �j'
TOP OF FORMS 25 \ S ? 5.0�?
ELEV• =7.50' � c\\ ^
1-1
/
/ 5.93x J
5.67
� Q O
O
� O
o
�
tlNdypN
NI
005E EMEs�`T
G e A5�
VET ERV
'-nNs/
LOT 7, TARPON FLATS SUBDIVISION,
ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT
BOOK 69, PAGE 27, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY,
FLORIDA
49• O<p tp m �a is Ul
p 25J
'2 N67
SH "As&M,
\
R
00AINAGE
1p.0 ASEMENT
\ E
\ N �p
\o z
\ c�
o _
\ N�
NT FFE' p \ v
CESS AN o �
1p pp YGEASEMENT �\
�TIUT \
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
PLAT IOF SURVEY FOR: PHOENIX
TYPE:l BOUNDARY & TOPOGRAPHIC - DATE: 07/13/16
PROJ. NO. 13-024-7 F.B. 229 PG. 25
DWN. BY: B.D.Y. SCALE: 1" = 40'
CKD. BY: C.H.B.
THIS PLAT AND REPORT ARE NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR
AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE
FOUND ATITHE END OF THE ATTACHED REPORT. THE PLAT AND
REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER.
BUILDING SETBACKS (BSB):
FRONT - 25'
REAR - 15' MIN.
SIDES - 7.5'
ADDRESS: SHORE SIDE DRIVE
MERIDIAN
LIC APVEMOF�
1717 INDIAN RIVER BLVD, SUITE 201
VERO BEACH, FL. 32960 LB#6905
PHONE: 772-794-1213, FAX: 772-794-1096
EMAIL: INFO@MLS-LB6905.COM
TWN�gF,WMM13JpB51t3�d TARPON FLATMLOTMOT7\IM"7-M.&M. LOT 7, 1026'20161Q0726M9 PG 1 OF 2
Report of Survey. (Project #13-024-7)
OF SURVEY: BOUNDARY & TOPOGRAPHIC
PERFORMED BY:
21DIAN LAND SURVEYORS LB#6905
7 INDIAN RIVER BOULEVARD, SUITE 201
t0 BEACH, FLORIDA 32960
SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
H. BLANCHARD P.S.M.# 5755
THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE
1:5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR
THISITYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF
A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT.
THIS ISURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS
OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE.
TIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS
DATE OF FIELD WORK WAS: 10/19/16
`
BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N22'30'39"W FOR THE CENTERLINE
= in
OF SHORE SIDE DRIVE; SAID BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED.
o
M
•
THISjSURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND
IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN.
N
`o
•
NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE
a j
SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN.
0
o
a
•
NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
m w
•
UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME.
w
•
LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT.
o W
^
C'J#
'
THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES 'Y' AND AE-4 PER
00
FLOOD INSURANCE RATE MAP #12111C0093 J, DATED JAN. 6, 2012.
LD In
•
THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEEDETIC VERTICAL DATUM,
w w
(NGVb). OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC
SURVEYING MONUMENT (NGS) P 633 ELEVATION 2.98' NGVD.
•
ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN
HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION.
ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
Legend
& Abbreviations: (symbols not scaleable for size)
PLS
PROFESSIONAL LAND SURVEYOR E— - GUY WIRE
PSM
_ PROFESSIONAL SURVEYOR & MAPPER - WOOD UTILITY POLE
LB
LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE
IL
R
-, CENTERLINE ® - CABLE T.V. BOX
= R - RADIAL
RADIUS )
- ELECTRIC BOX
L.
-' LENGTH (NR) - NON -RADIAL > - LIGHT POST
DELTA ANGLE ® - WELL
E/P
- EDGE OF PAVEMENT °V - HYDRANT
B/C
-;' BACK OF CURB M - GATE VALVE
B.M.
- BENCHMARK D4 - IRRIGATION VALVE
POC
-' POINT OF COMMENCEMENT CM - WATER METER
POB
- POINT OF BEGINNING - SANITARY MANHOLE
o
—; (PCP) PERMANENT CONTROL POINT ® - SANITARY SERVICE
PCP
— PERMANENT CONTROL POINT - SEPTIC TANK
O
— (PRM) PERMANENT REFERENCE MONUMENT D — DRAINAGE MANHOLE
PRM
- PERMANENT REFERENCE MONUMENT ® - CURB INLET
O
- (IP) IRON PIPE O - SURFACE INLET
IP
- IRON PIPE IAM - MITERED END SECTION
O
- (IRC) IRON ROD & CAP ' - PINE TREE - CONCEPTUAL DRAINAGE
IRC
- IRON ROD & CAP —o— — STREET SIGN
O
— (CM) CONCRETE MONUMENT 23.5 — PROPOSED GRADE
CM
— CONCRETE MONUMENT NAND - NORTH AMERICAN VERTICAL DATUM
FD
(M)
-' FOUND - OAK TREE ,235 — TYPICAL ELEVATION
- MEASURED
(P)
- PLAT A/C AIR CONDITIONER
(C)
_ CALCULATED - PALM TREE CONC. - CONCRETE
(OA) OVERALL F.F. - • FINISH FLOOR
R/W - RIGHT OF WAY BSB - BUILDING SETBACK LINE
Ce i ified To:
1)I PHOENIX
2)'
3)1
MERIDIAN
LAND SURVEYom
1717 INDIAN RIVER BLVD, SUITE 201
VERO BEACH, FL. 32960 LB#6905
PHONE: 772-794-1213, FAX: 772-794-1096
EMAIL: INFO@MLS -LB 6905. COM
EL./ELEV. - ELEVATION
R\W - RIGHT OF WAY
AB - AS -BUILT
P/K - PARKER-KALON
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED SURVEYOR AND MAPPER NAMED BELOW.
(U
CHARLES H._BLANCHARD P.S.M. 15755
T.IWa 9FJasl2012lOB)10I24TARPOII FLATSILOTSILOTT17AI0.07•FB.dwg. LOT 7. IM20MIG tOW:50AM PV 2 OF G
BENCHMARK \
FD P/K NAIL & DISK
/ PCP 5
AT POINTOINT OF
ELEV =5.37 NGVD 1929
�I
\
r A) .
N`
i
°•68
1.07
\gym`
CDT NT) 10'x5' UIIUIY
�VA�p EASEMENT
5.
6.47
e
s.3s„ pC 1D6'6
0
C
EXI5110
AON
GDN SEME\
LEGAL DESCRIPTION:
LOT 7, TARPON FLATS SUBDIVISION,
ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT
BOOK 09, PAGE 27, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY,
M nQina ,
B� tO . 16Z•2 w
CIA
5.98
t v \
w
0 oNCRo \
osip OEI.�T' \
PR�C PAD
I.07 EDP \
:WE
EE
SNoSME
AD�ON
ON
SE
RAINAGE
1� 00'D TASEMEN
GRAPHIC SCALE
30 0 15 30
I I I I
( IN FEET
1 inch = 30 ft.
PLAT OF SURVEY FOR: PHOENIX
TYPE. BOUNDARY & TOPOGRAPHIC DATE: 07/13/16
PROJ. NO. 13-024-7 F.B. 229 PG. 25
DWN. BY: B.D.Y. SCALE: 1" = 40'
CKD. BY: C.H.B.
THIS PLAT AND REPORT ARE NOT VAUD WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR
AND MAPPER NAMED HEREON WHO SIGNATURE AND SEAL MAY BE
FOUND ATf THE•END OF THE ATTACHED REPORT. THE PLAT AND
REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER.
f:1WOTMO FiIPS12013 3005113-02A TARPON FLATS}LMLOT 7\33-02407 SUE PLAN 2AW9, 7/19/2016 9:4437 An HP OfFic dd7610 � (NM,*)
NO
C�Ar-
sS NT
10. � A SE
. ITY
MIN: SETBACK
FRONT An
SIDES `
CNR SIDES
REAR I
F BUILDING SETBACKS (BSB):
FRONT - 25'
REAR - 15' MIN.
SIDES - 7.5'
ADDRESS: SHORE SIDE DRIVE
9 1
MERI I ` m 6R 1
LAIC SURVEYOFiB
1717 IIVDIAN RIVER BLVD, SUITE 201
VERO BEACH, FL. 32960 LB#6905 6m
PHONE: 772 794-1213, FAX: 772-794-1096
EMAIL: INFO@MLS-LB6905.COM
PG 1 OF 2
Report of Survey. (Project #13-024-7)
* TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC
* THIS SURVEY PERFORMED BY:
MERIDIAN LAND SURVEYORS LB#6905
1717 INDIAN RIVER BOULEVARD, SUITE 201
VERO BEACH, FLORIDA 32960
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
*
Or
*
*
*
CHARLES H. BLANCHARD P.S.M.# 5755
EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE
17, FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY
1EY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC
IE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT.
i SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS
PRACTICE , -AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE
AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS
LAST DATE OF FIELD WORK WAS: 01/19/16
BRINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N2230'3TW FOR THE CENTERLINE
SHORE SIDE DRIVE, SAID BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED.
* THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND
IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN.
* N INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR, OWNERSHIP WERE
S PPUED TO THIS SURVEYOR, EXCEPT AS SHOWN.
* NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
* UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME
* LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT.
* THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES T AND AE-4 PER
FLOOD INSURANCE RATE MAP #12111C0093 J, DATED JAN. 6, 2012.
* THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEDERC VERTICAL DATUM,
(NGVD), OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC
SURVEYING MONUMENT (NGS) P 633 ELEVATION 2.98' NGVD.
* ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN
HEREON ARE NOT CERTIFIED TO'AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION.
Legend & Abbreviations: (symbols not scaleable for size)
m
0
T
m
n
w
m
0
w
m
w
m
z
0
w
m
PLS
- PROFESSIONAL LAND SURVEYOR
E— -
GUY WIRE
PSM
- PROFESSIONAL SURVEYOR & MAPPER
CO.3 ( -
WOOD UTILITY POLE
LB
- LAND SURVEYING BUSINESS
® -
TELEPHONE SERVICE
C
- CENTERLINE
® -
CABLE T.V. BOX
R
- RADIUS
® -
ELECTRIC BOX
L
- LENGTH
# -
LIGHT POST
j & -
DELTA ANGLE
® -
WELL
E/P -
EDGE OF PAVEMENT
V -
HYDRANT
B/C -
BACK OF CURB
D -
GATE VALVE
B.M. -
BENCHMARK
N -
IRRIGATION VALVE
POC -
POINT OF COMMENCEMENT
® -
WATER METER
POB -
POINT OF BEGINNING
O -
SANITARY MANHOLE
U -
(PCP) PERMANENT CONTROL POINT
® -
SANITARY SERVICE
PCP -
PERMANENT CONTROL POINT
® -
SEPTIC TANK
RI -
(PRM) PERMANENT REFERENCE MONUMENT
0 -
DRAINAGE MANHOLE
PRM -
PERMANENT REFERENCE MONUMENT
OM -
CURB INLET
O -
OP) IRON PIPE
0 - -
SURFACE INLET
IP -
IRON PIPE
® -
MITERED END SECTION
O -
(IRC) IRON ROD & CAP
-
CONCEPTUAL DRAINAGE
IRC -
IRON ROD & CAP
-°- -
STREET SIGN
EI -
(CM) CONCRETE MONUMENT
23.5 -
PROPOSED GRADE
CM -
CONCRETE MONUMENT
NAVD -
NORTH AMERICAN VERTICAL DATUM
FD -
(M) -
FOUND _ OAK TREE
MEASURED
y�35 -
TYPICAL ELEVATION
(P)
- PLAT
A/C -
AIR CONDITIONER
(C)
- CALCULATED - PALM TREE
CONC. -
CONCRETE
F.F. -
BSB -
FINISH FLOOR
BUILD L !"
Certified TO: PINE TREE
1) PHOENIX
2)
3)
MERIDIAN
I�avo SUMVEYC As
1717 INDIAN RIVER BLVD, SUITE 201 6?
VERO BEACH, FL. 32960 LB#6905
PHONE: 772-794-1213, FAX: 772-794-1096
EMAIL: INFO(�MLS-LB6905.COM
r c,
EL./ELEV. - E
R\W - RIGHT.
AB - AS -BUT
THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED SURVEYOR AND MAPPER NAMED..BELO .
A)- I
CHARM H. BLANCHARD P.S.M. #5755
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