HomeMy WebLinkAboutFORMBOARD SURVEY 1-24-19i
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* LEGAL DESCRIPTION:
OT 32, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT
HEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC
ECORDS OF ST. LUCIE COUNTY, FLORIDA
I
North
aTYPE BOUN®A
PROJ NO. 13-0,'
DWII N. BY: T.B.
CKD. BY: C.H.B.
;c
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
i
FOR: PH
)P_OGRAPH
—_�- _7
HOMES
DATE: 09/04/18
F.B. 292 PG.60
SCALE: 1" = 30'
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 AT THE END OF THE ATTACHED REPORT.
1HEI PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER.
BUILDING SETBACKS (BSB):
FRONT - 25'
REAR - 15' MI
SIDES - 7.5'
ADDRESS: 3906 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
Z:\Working F les\12013 JOBS\13-024_TARPON FLATS\LOTS\LOT 32\13-024-32_FB_W.dwg, Layout 1,1/21/2019 8:01:11 AM ' PG 1 OF 2
Report of Survey. (Project #13-024-32) REVISION #1) FORMBOARD 01/21/19 CHB
* TYPE OF SURVEY. BOUNDARY & TOPOGRAPHIC
* THIS SURVEY PERFORMED BY -
MERIDIAN LAND SURVEYORS LB#6905
1717 INDIAN RIVER BOULEVARD, SUITE 201
VERO BEACH, FLORIDA 32960 i
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: q
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 A 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.
TIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF.
LAST DATE OF FIELD WORK WAS: 01/18/19
INGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N22'30'39"W FOR THE CENTERLINE OF DUNE SIDE DRIVE;
BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED.
SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES,
DATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN.
* NO 1 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.
A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME.
1L DESCRIPTION IS AS PROVIDED BY THE CLIENT. I
PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN .FLOOD ZONE "X AND AE-4' PER FLOOD INSURANCE RATE MAP
11CO093 J, DATED JAN. 6, 2012.
ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM, (NAVD), OF 1988. THE ESTABLISHED
:HMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 1.49' NAVD.
IOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO
MUST BE VERIFIED PRIOR TO DESIGN
(IONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING .PARTY OR PARTIES IS PROHIBITED
)UT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. OR CONSTRUCTION.
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
a - CENTERLINE A\ OAK TREE ® - CABLE T.V: BOX
R - RADIUS ® - ELECTRIC BOX
L - LENGTH - LIGHT POST
A - 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
0 - (PCP) PERMANENT PCP - PERMANENT CONTROL POINT PO NTTROL POINT ® - SANITARY SERVICE
- SEPTIC TANK
❑e - (PRM) PERMANENT REFERENCE MONUMENT @ - DRAINAGE MANHOLE
PRM - PERMANENT REFERENCE MONUMENT 'ME. - CURB INLET
O - (IP) IRON PIPE 99 - SURFACE INLET
IP - IRON PIPE : ® - MITERED END SECTION
OO - (IRC) IRON ROD & CAP - CONCEPTUAL DRAINAGE
IRC - IRON ROD & CAP - STREET SIGN
0 - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE
CM - CONCRETE MONUMENT I NAVD - NORTH AMERICAN VERTICAL DATUM
FD - FOUND.
(M) - MEASURED 035 - TYPICAL ELEVATION
(P) - PLAT A/C - AIR CONDITIONER
(C) - CALCULATED (DE) - DRAINAGE EASEMENT CONC. - CONCRETE
(OA) - OVER ALL (AE) - ACCESS EASEMENT F.F. - FINISH FLOOR
BSB - BUILDING SETBACK LINE
EL./LLEV. - ELEVATION
Certified To: ±
R\W - RIGHT OF WAY
1) PHOENIX HOMES -ACR - ABOVE CROWN OF ROAD
2)
3)
MERIDIAN THIS SURVEY IS NOT VALIDWITHOUT THE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED SURVEYOR AND MAPPER NAMED BELOW.
LAND SURVEyoRs
1717 INDIAN RIVER BLVD, SUITE 201
VERO BEACH, FL. 32960 LB#6905 s til .g
PHONE: 772-794-1213, FAX: 772-794-1096
EMAIL: LB6905@13ELLSOUH.NET CHARLES H. BLANCHARD P.S.M. 15755
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