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FIELD DATE 01-28-16
LEGAL DESCRIPTION:
LOT E, BLOCK 2, QUEENS COVE UNIT 1,
ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK11, PAGE 12,
OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
BUILDING SETBACKS (BSB):
FRONT — 25'
SIDES — 10'
REAR — 15'
ADDRESS: 121 QUEEN GUINEVERE COURT
FD 1/2" IRC
RLS-2391
n 4
11 (Ic �o�
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BENCHMARK
a"v=Ofi,r
(WIM 1929)
'TICP50-
50' RADIUS
LOT D
(OCCUPIED)
FF. EL.=6.78'
� A\
Y
Curare Table
CURVE
LENGTH
RADIUS
DELTA
CH. BEARING._
CH. LENGTH
C1 (M)
64.48'
50.00'
73°53'13"
S2104921"E
60.10'
C1 (P)
64.35'
50.09
73044'24"
PLAT OF SURVEY FOR: PHONENIX HOMES
TYPE: BOUNDARY & TOPOGRAPHIC
PROJ. NO. 16-041 LOT-E, BLK-2 DATE: 07/22/16
DWN. BY: C.H.B- F.B. 243 PG. 17
CKD. BY: C.H.B. 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. THE PLAT AND REPORT
ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
MERIDIAN
L,vUD SU>IEYOM
1717 INDIAN RIVER BLVD, SUITE 201
VERO BEACH, FL. 32960 LB#6905
PHONE: 772-794-12131 FAX: 772-794-1096
EMAIL: 11116905@13ELLSOUTH.NET
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Report of Survey
p
REVISION #1) ADD SITE PLAN 11/04/16 CHB
REVISION #2) REVISED HOUSE AND POOL DECK LAYOUT 11/28/16 DB
(Project #16-041 LOT—E, BLK-2)
REVISION #3) REVISE SEPTIC 01/04/17 CHB
* TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC
REVISION #4) REVISE PER ST LUCIE COMMENTS 01/17/17 CHB
REVISION #5) FORMBOARD 02/06/17 CHB
* THIS SURVEY PERFORMED BY:
REVISION #6) REVISE FORMBOARD 03/29/17 CHB
MERIDIAN LAND SURVEYORS LB#6905
REVISION #7) FINAL 02/22/18 AD
1717 INDIAN RIVER BOULEVARD, SUITE 201
REVISION #8) REVISE FINAL 03/07/18 AD
VERO BEACH, FLORIDA 32960
REVISION #9) ADD PROPOSED DECK & POOL FROM HAND DRAWN
* PROFESSIONAL SURVEYOR & MAPPER IN
SKETCH 03/14/18 CHB
RESPONSIBLE CHARGE:
REVISION #10) ADD SCREEN ENCLOSURE 08/23/18 CHB
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.
* ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF.
* THE LAST DATE OF FIELD WORK WAS: 08/22/18
* BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF S 31 °31'45"W FOR THE CENTERLINE OF QUEEN GUINEVERE
COURT.
* 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 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 ZONE "AE-5" PER FLOOD INSURANCE RATE MAP #12111C0089 J,
DATED FEB. 16, 2012.
* THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEDETIC VERTICAL DATUM, (NGVD) OF 1929. THE PRIMARY
BENCHMARK USED IS NATIONAL GEODETIC SURVEY CONTROL MONUMENT K-633, ELEVATION=19.19 NGVD (ELEVATION=17.70'
NAVD. THE CONVERSION FACTOR BETWEEN NAVD 1988, AND NGVD 1929 IS +1.48'. THIS WAS DETERMINED USING CORPSCON
FOR WINDOWS VER. 6.1.1.ON-SITE BENCHMARKS ARE AS SHOWN.
* 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.
* THE MEAN HIGH WATER ELEVATION OF 1.85'NGVD 1929 (0.37 NAVD 1988) FOR THIS SURVEY IS BASED ON INTERPOLATION
BETWEEN TIDE STATION 884 AND TIDE STATION 882, OBTAINED FROM LAND BOUNDARY INFORMATION SYSTEM (LABINS) WEBSITE.
* 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
PSM -
PROFESSIONAL SURVEYOR & MAPPER
LB -
LAND SURVEYING BUSINESS
C. -
CENTERLINE (R) - RADIAL
R -
RADIUS
L -
LENGTH (NR) - NON -RADIAL
a -
DELTA ANGLE
E/P -
EDGE OF PAVEMENT
B/C -
BACK OF CURB
B.M. -
BENCHMARK
POC -
POINT OF COMMENCEMENT
POB -
POINT OF BEGINNING
o -
(PCP) PERMANENT CONTROL POINT
PCP —
PERMANENT CONTROL POINT
O —
(PRM) PERMANENT REFERENCE MONUMENT
PRM —
PERMANENT REFERENCE MONUMENT
O —
(IP) IRON PIPE
IP
— IRON PIPE
O —
(IRC) IRON ROD & CAP — PINE TREE
IRC —
IRON ROD & CAP
IZI
— (CM) CONCRETE MONUMENT
CM
— CONCRETE MONUMENT
FD
— FOUND — OAK TREE
(M)
— MEASURED
(P)
— PLAT SW
(C)
— CALCULATED — PALM TREE
(OA)
— OVERALL
Certified To:
1) PHOENIX HOMES
2)
3)
E—
- GUY WIRE
`D-,
- WOOD UTILITY POLE
®
- TELEPHONE SERVICE
®
- CABLE T.V. BOX
®
- ELECTRIC BOX
®
POST
_ WE
V
- HYDRANT
D4
— GATE VALVE
N
— IRRIGATION VALVE
®
— WATER METER
O
— SANITARY MANHOLE
®
— SANITARY SERVICE
®
— SEPTIC TANK
O
— DRAINAGE MANHOLE
®
— CURB INLET
❑®
— SURFACE INLET
®
— MITERED END SECTION
— CONCEPTUAL DRAINAGE
�— —
STREET SIGN
235 —
PROPOSED GRADE
NAVD — NORTH AMERICAN VERTICAL DATUM
,a3.5 —
TYPICAL ELEVATION
A/C —
AIR CONDITIONER
CONC. —
CONCRETE
F.F. —
FINISH FLOOR
BSB —
BUILDING SETBACK LINE
EL./ELEV.
— ELEVATION
R\W —
RIGHT OF WAY
AB —
AS —BUILT
P/K —
PARKER—KALON
MERIDIAN THIS SURVEY IS NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF
THE FLORIDA LICENSED SURVEYOR AND MAPPER
L WM SURVEYCM N 'BE'OW.
1717 INDIAN RIVER BLVD, SUITE 201
VERO BEACH, FL. 32960 LB#6905
PHONE: 772-794-1213, FAX: 772-794-1096
EMAIL: LB6905@13ELLSOUTHNET CHARLES H. BLANCHARD P.S.M. #5755
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