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LOT 32, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC
RECORDS OF ST, LUCIEI COUNTY, FLORIDA
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PLAT OF SURVEY I
TYPE: AS -BUILT
PROJ. NO. 13-024-32
DWN. BY: T.B.
CKD. BY: C.H.B.
GRAPHIC SCALE
I30 I 15 30
N FEET
inch )
= 30 ft.
PHOENIX HOMES
DATE: 12/18/19
F.B. 292 PG.60
SCALE: 1" = 30'
THIS PLAT AND REPORT ARE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON
WHICH SIGNATURE AND SEAL MAY RE FOUND AT THE END OF THE ATTACHED REPORT.
THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER.
Z
LOT 33
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St.,Luqle Co. FL
Date t, 41 _ _
Approved
BUILDING SETBACKS (BSB):
FRONT - 25'
REAR - 15'
SIDES - 7.5'
ADDRESS: 3906 DUNE SIDE DRIVE
SCANNED
BY
St. Lucie County
MERIDIAN
LAND SURVEYORS
1717 INDIAN RIVER BLVD, SUITE 201
VERO BEACE� FL. 32960 LB46905
PHONE: 772-794-1213, FAX: 772-794-1096
EMAIL: LB6905@33ELLSOUH.NET
PG 1 OF 2
Report of Survey. (Project #13-024-32) REVISION #1) FORMBOARD 01/21/19 CHB
REVISION #1) AS —BUILT 12/18/19 NJL
* TYPE OF SURVEY: AS —BUILT
* THIS SURVEY PERFORMED BY -
MERIDIAN LAND SURVEYORS L3#6905
1717 INDIAN RIVER BOULEVARD, SUITE 201
VERO BEACH, FLORIDA 32960
* 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
ADMINFOOT IINT 7, 00. THE ATIVE MEASUREMENT AND CALIS SUBURBAN. THE CNIMUM ULATION ULATION F¶A CLOSED GEOMETRIC FIGURE WAS FOUND TO BEVE ACCURACY FOR THIS TYPE OF BOUNDARY IN
N IS 1
EXCESS OF THIS ACCURACY REQUIREMENT.
* THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , 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: 12/12/19
* BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N223039"W FOR THE CENTERLINE OF DUNE 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.
* NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT—OF—WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS
SURVEYOR, EXCEPT AS SHOWN.
* NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
* UNLESS A COMPARISON 1S 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 ZONE "X" AND AE-4' PER FLOOD INSURANCE RATE MAP
#12111C0093 J, DATED JAN. 6, 2012.
* THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM, (NAVD), OF 1988. THE ESTABLISHED
BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 1.49' NAVD.
* ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO
AND MUST BE VERIFIED PRIOR TO DESIGN
*ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN OR SIGNINCONSTRPARTY 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 'Q-7 - WOOD UTILITY POLE
LB - LAND SURVEYING BUSINESS 10 - TELEPHONE SERVICE
M - CENTERLINE r7�\ - OAKTREE ® - CABLE T.V. BOX
R RADIUS, ® - ELECTRIC BOX
L = LENGTH ' - LIGHT POST
,& : _ t: ",'DEL.TA ANGLE - PALM TREE ® - WELL
E/P :,,: y EDGE OF PAVEMENT - HYDRANT
B/C - BACK OF CURB ICI - GATE VALVE
B.M. - BENCHMARK x - IRRIGATION VALVE
POC - POINT OF COMMENCEMENT -0- PINE TREE ® - 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 IE - SURFACE INLET -
IF - IRON PIPE 19 - MITERED END SECTION
O - (IRC) IRON ROD & CAP - CONCEPTUAL DRAINAGE
IRC - IRON ROD & CAP —°— - STREET SIGN
O - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE
CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM
FD - FOUND A55 - TYPICAL ELEVATION
(M) - MEASURED A/C - AIR CONDITIONER
(P) - PLAT CONC. - CONCRETE
(C) - CALCULATED (DE) - DRAINAGE EASEMENT F.F. - FINISH FLOOR
(OA) - OVER ALL (AE) - ACCESS EASEMENT BSB - BUILDING SETBACK LINE
EL./ELEV. - ELEVATION
Certified To: R1W - RIGHT OF WAY
1) PHOENIX HOMES ACR - ABOVE CROWN OF ROAD
2)
THIS,.,tSI�P : • , OUT THE SIGNATURE
MERIDIAN ANY QI �. ..,THE FLORIDA
Uw , ;^5f111`'IY MAPP1yNAMED BELOW.
LAND SURVEYORS a .
�Y.a�rt
1717INDIANRIVERBLVD, STJITE 201
VERO BEACH, FL. 32960 LB#6905
PHONE: 772-794-1213 FAX: 772-794-1096
EMAIL: LB6905@BELLSOUH.NET MA '" F+M`s'#7214
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PG20F2
177'
LEGAL DESt
LOT 32, TARPI
THEREOF, AS
RECORDS OF
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!� FRONT
SIDES
CNR SIDES ED
FD PIK NAIL 8 DISK REAR
STRADDLE POINTS ON T OFFSET AT
POINT OF INTERSECTION ZNG• u
TECH.
FLATS SUBDIVISION, ACCORDING TO THE PLAT
CORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC
LUCIE COUNTY, FLORIDA
®GRAPHIC SCALE
30 0 16 30
I I I I
( IN FEET )
1 inch = 30 ft.
PLAT OF SURVEY FOR:
TYPE: BOUNDARY & TOPOGRAPHIC DATE: 09/04/18
PROJ. NO. 13-b24-32 F.B. 292 PG. 60
DWN. BY: T.B. I SCALE: 1 30'
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
WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED'REPORT.
THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER.
St, LIUCIB "°`TMGnt
County „
SCANNED
BY
St. Lucie County
'BUILDING SETBACKS (BSB):
FRONT — 25'
REAR — 15' MIN.
SIDES — 7.5'
ADDRESS: 3905 DUNE SIDE DRIVE
MERIDIAN
LAND SURVEYORS
1717 INDIAN RIVER BLVD, SUITE 201
VERO BEACH, FL. 32960 LB#6905
PHONE: 772-794-1213, FAX: 772-794-1096
EMAIL: LB6905@BELLSOUH.NET
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