HomeMy WebLinkAboutFORMBOARD SURVEY 9-24-18V
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" LEGAL DESCRIPTION:
LOT 32, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT T COf.
THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC -
RECORDS OF ST. LUCIE COUNTY, FLORIDA
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GRAPHIC SCALE
a BUILDING SETBACKS (BSB):
30 0 15 30 FRONT — 25'
I I®� REAR — 15' MIN
SIDES — 7.5'
IN ) North 1 inch LE COPY=
PLAT OF SURVEY FOR:.
CANNED
TYPE "BOUNiDARY:"& TGPOG.R'APHIC$ DATE: 09/04/18; BY
PROJ. NO. 13-024-32 F.B. 292 PG. 60
DWN. BY: T.B. SCALE: 1" = 30' �� Lucie County
CKD. BY: C.H.B.
THISI PLAT AND REPORT ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF.,THE,FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON
WHICH SIGNATUREll'AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT.
THEIPLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER.
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
PG 1 OF 2
Z:\Working Files\2013 JOBS\13-024_TARPON FLATS\LOTS\LOT 32\13-024-32 SITE PLAN VER17,dwg, 9/11/2018 12:13:02 PM
Report of Survey: (Project #13-024-32)
• TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC
• THIS SURVEY PERFORMED BY:
MERIDIAN LAND SURVEYORS LBy6905 a
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 ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR
;THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND -CALCULATION OF
JA CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN 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.
e
' THE LAST DATE OF FIELD WORK WAS: 08/13/18
' !BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N22'30'39"W FOR1THE 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.
• j 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 @90p ZO _'£2' LANDSW;= UERZV
FLOOD INSURANCE RATE MAP #12111CO093 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: 4.
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 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
C. — CENTERLINE — OAK TREE ® — CABLE T.V. BOX
R — RADIUS ® — ELECTRIC BOX
L — LENGTH `' — LIGHT POST
ZS — DELTA ANGLE PALM TREE ,® WELL
E/P - EDGE OF PAVEMENT �' — HYDRANT
B/C — BACK OF CURB — GATE VALVE
B.M. - BENCHMARK — IRRIGATION VALVE
POC — POINT OF COMMENCEMENT — PINE TREE :® — WATER METER
! POB _ POINT OF BEGINNING ® _ SANITARY MANHOLE
(PCP) PERMANENT CONTROL POINT ® SANITARY SERVICE
PCP — PERMANENT CONTROL POINT ® — SEPTIC TANK
(PRM)'PERMANENT REFERENCE MONUMENT OD — DRAINAGE MANHOLE
PRM - PERMANENT REFERENCE MONUMENT ® — CURB INLET
O — (IP) IRON PIPE — SURFACE INLET
IP — IRON PIPE ® — MITERED END SECTION
OO - (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 X235 - TYPICAL ELEVATION
(M) — MEASURED A/C — AIR CONDITIONER
(P) — PLAT .CONC. - CONCRETE
(C) - CALCULATED (DE) — DRAINAGE EASEMENT !
1 (OA) — OVERALL (AE) - ACCESS EASEMENT 4F.F. — FINISH FLOOR
BSB — BUILDING SETBACK LINE
Certified To: EL./ELEV. - ELEVATION
1) PHOENIX HOMES R\W — RIGHT OF WAY
1 2) ACR — ABOVE CROWN OF ROAD
3) ' THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE
MERIDIAN AND THE ORIGINAL RAISED SEAL OF —THE FLORIDA
AND
SURVEYOR AND, MAPPER NAMED BELOW.
LAND SURVEYORS _
1717 INDIAN RIVER BLVD, SUITE 201 '
VERO BEACH, FL. 32960 LB#6905
PHONE: 772-794-1213, FAX: 772-794-1696
EMAIL: LB6905@BELLSOUH.NET CHARLES H. BLANCHARD P.S.M. #5755
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