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LOT F SEPTIC TANK FD 5/8' IRC J w
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CROWN ROAD \ gay• • 0.53'E & 0.32'S
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GROVES 1\ _t�� 19 �� .�SEPT/C TANK
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`S.S8�S2, 50' SETBACK
TO SURFACE WA TER
°J 50' RADIUS
00
roJ �•��o LOT D
•�� 5' WOOD (OCCUPIED)
FENCE FF. EL. = 6.78'
yp MEAN HIGH WA TER LINE RLS 391
ELEVAT1ON=0.54' NAVD '88 •8.1
FIELD DATE 01-28-16
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' LE 'AL DESCRIPTION: V
LOT BLOCK 2, QUEENS CO U 1,
ACC " RDING TO THE PLAT TH OF, AS
REC RDED IN PLAT BOOK11, AGE 12,
OFT I E PUBLIC RECORDS OF ST. LUCIE
-COU TY, FLORIDA.
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CH. BEARING
CH. LENGTH
C1 (M)
64.48'
50.00'
73°53'13"
S21°40'21"E
60.10'
(P)
rc
64.35'
50.00'
73°44'24"
I
BUILDING SETBACKS (BSB):
FRONT - 25'
SIDES - 10'
REAR - 15'
ADD, ESS: 121 QUEEN GUINEVERE COURT
II
PLA I OF SURVEY FOR:
I YP - * BOUNDARY & TOPOGRAPHIC DATE: 07/22/16
PRO' . NO. 16-041 LOT-E, BLK-2 F.B. 243 PG. 17
DW BY: C.H.B. SCALE: 1" = 30'
CKD BY: C.H.B.
THIS PLA AND REPORT ARE NOT VALID WITHOUT THE
GRAPHIC SCALE
30 0 15 30
I I��
( IN FEET
1 inch = 30 ft.
MERIDIAN
SIGNATU
E AND THE ORIGINAL RAISED SEAL OF THE
LAND SURVEYORS
FLORIDA
EGISTERED SURVEYOR AND MAPPER NAMED
1717 INDIAN RIVER BLVD, SUITE 201
HEREON
i HICH SIGNATURE AND SEAL MAY BE FOUND AT
VERO BEACH, FL. 32960 LB#6905
THE END
, F THE ATTACHED REPORT. THE PLAT AND REPORT
PHONE: 772-794-1213, FAX: 772-794-1096
ARE NOT
MULL AND COMPLETE WITHOUT ONE ANOTHER.
EMAIL: MLS.LB6905 [@i GMAIL.COM
2 Vwn.winp caesil0ls JO lei 18-ac� PNOENUt_QUEENS COVE11&W t FB2mv9. Lay--. 3j291201710-0247 Apt PG 1 OF 2
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Report of Survey. (F,,-, ject #16-041 LOT—E, 131_1<__ ; j
* TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC
' THIS SURVEY PERFORMED BY:
MERIDIAN LAND SURVEYORS LB#6905
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1717 INDIAN RIVER BOULEVARD, SUITE 201
m
VERO BEACH, FLORIDA 32960cli
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE'CHARGE:
CHARLES H. BLANCHARD P.S.M.# 5755
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' THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE
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(5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR
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THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF
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A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT.
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' THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF
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PRACTICE, AS ESTABLISHED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE.
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* ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF.
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* THE LAST DATE OF FIELD WORK WAS: 03128/17
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BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF S 31 °31'45"UV FOR THE CENTERLINE OF QUEEN
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GUINEVERECOURT.
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* THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS:
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UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN.
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NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED
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TO THIS SURVEYOR, EXCEPT AS SHOWN.
* NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
j ' UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME.
' LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT.
i
' 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=
19.18' 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
I 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 E— - GUY WIRE
PSM - PROFESSIONAL SURVEYOR & MAPPER `� - WOOD UTILITY POLE
LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE
a - CENTERLINE ® - CABLE T.V. BOX
- (R) - RADIAL ®
R 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 D4 - GATE VALVE
B.M. - BENCHMARK D4 - IRRIGATION VALVE
POC - POINT OF COMMENCEMENT ® - WATER METER
POB - POINT OF BEGINNING O - SANITARY MANHOLE
o — (PCP) PERMANENT CONTROL POINT ® — SANITARY SERVICE
PCP — PERMANENT CONTROL POINT ® — SEPTIC TANK
O — (PRM) PERMANENT REFERENCE MONUMENT O — DRAINAGE MANHOLE
PRM — PERMANENT REFERENCE MONUMENT ® — CURB INLET
O — (IP) IRON PIPE 0 — SURFACE INLET
IP — IRON PIPE ® — MITERED END SECTION
O - (IRC) IRON ROD & CAP - PINE TREE - CONCEPTUAL DRAINAGE
IRC - IRON ROD & CAP - STREET SIGN
0 - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE
CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL
DATUM
FD - FOUND - OAK TREE x2)5 - TYPICAL ELEVATION
(M) — MEASURED
A/C — AIR CONDITIONER
(P) — PLAT
(C) — CALCULATED. — PALM TREE CONC. — CONCRETE
i F.F. — FINISH FLOOR
(OA) - OVERALL
I BSB - BUILDING SETBACK LINE
ertified TO: EL./ELEV. - ELEVATION
11) PHOENIX HOMES R\W - RIGHT OF WAY
2) AB - AS -BUILT
3) P/K - PARKER-KALON
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE
1 l l ®I/`''�1 `� 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 '3 Z��/,
PHONE: 772-794-1213, FAX: 772-794-1096
EMAIL. MLS.LB6905 n GMAIL.COM CHA LES H. BLANCHARD P.S.M. 95755
it
2lYd°rlunO Fl*Y20:6' 18916-0i1 PHOEtlOt OUEEUS GOVE116-011 FB2. ,. L,-11.3WI017 10-M 2 l P G 2 O F 2
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