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OCEAN MAW DRIVE - 5) S89. 0113 "W 156. 80'
_ S89 20'13 "W 349.81 ' _
(REFERENCE BEARING) 51�x \ox 6 9� 6.89 x
FD P/K NAIL &DISK .30' RIGHT -OF- WAY FD P/K NAIL & DISK
LS# 49719� l3 LS# 4971
" LEGAL DESCRIPTION:
LOT 4, AVALON BEACH P.U.D., ACCORDING
TO THE PLAT THEREOF, AS RECORDED IN
PLAT BOOK 55, PAGE 19, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA
Line Table
LINE
LENGTH
BEARING
L1
15.00'
S0038'39"E
L2
50.00'
N89020'1YE
BENCHMARK
FD SANITARY MANHOLE IN
RIGHT-OF-WAY OF OCEAN
ESTATES DRIVE SOUTH
OF LOT 3
ELEV.=6.68 NGVD 1988
BUILDING SETBACKS (BSB):
FRONT -.10'
REAR -
10'
RIGHT -
0'
LEFT -
5'
ADDRESS: 120 OCEAN ESTATES
DRIVE
GRAPHIC SCALE
20 0 10 20
( IN FEET )
1 inch = 20 ft.
PLAT OF SURVEY FOR: OCEAN ESTATES DRIVE LLC
TYPE: BOUNDARY & TOPOGRAPHIC DATE: 07/12/16
PROJ. NO. 06-186-004 F.B. 241 PG. 21
DWN. BY: D.B. SCALE: 1" = 30'
CKD. BY: C.H.B.
THIS PLAT AND REPORT ARE NOT VALID WITHOUT THE MERIDIAN
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LAND SURVEYORS
REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH 1717 INDIAN RIVER BLVD, SUITE 201
SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE VERO BEACH, FL. 32960 LB#6905
ATTACHED REPORT. THE PLAT AND REPORT ARE NOT FULL PHONE: 772-794-1213, FAX: 772-794-1096
AND COMPLETE WITHOUT ONE ANOTHER. EMAIL:" LB6905 @BELLSOUTH.NET
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J
mow REVISION #1) REVIS025WHOUSE 07/12/16 DB
Report of Survey: (Project #06-186-004) REVISION #2) REVISED PER COUNTY COMMENTS 08/02/16 DB
REVISION #3) FORMBOARD 01/09/17 CHB
' TYPE OF SURVEY: BOUNDARY &TOPOGRAPHIC REVISION #4) ADD CERTS 05/02/17 CHB
' THIS SURVEY PERFORMED BY: REVISION #5) FINAL 02/08/18 AD
MERIDIAN LAND SURVEYORS LB#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 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: 02/05/18
' BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF S89'20'13"W. FOR THE CENTERLINE
OF OCEAN ESTATES 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 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 "X" PER FLOOD
INSURANCE RATE MAP #12111CO087 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 VIER. 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.
-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
0 - CENTERLINE ® - CABLE T.V. BOX
R - RADIUS (R) - RADIAL ® - ELECTRIC BOX
L - LENGTH (NR) - NON -RADIAL - LIGHT POST
a - DELTA ANGLE - WELL
E/P - EDGE OF PAVEMENT V - HYDRANT
B/C - BACK OF CURB - GATE VALVE
B.M. - BENCHMARK - IRRIGATION VALVE
POC - POINT OF, COMMENCEMENT ® - WATER METER
POB - POINT OF BEGINNING Q - SANITARY MANHOLE
0 - (PCP) PERMANENT CONTROL POINT ® - SANITARY SERVICE
PCP - PERMANENT CONTROL POINT ® - SEPTIC TANK
O - (PRM) PERMANENT REFERENCE MONUMENT 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
ED - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE
CM - _ CONCRETE MONUMENT NAVD NORTH AMERICAN VERTICAL DATUM
FD - FOUND - OAK TREE x235 - TYPICAL ELEVATION
(M) - MEASURED A/C - AIR CONDITIONER
(P) PLAT CONC! - CONCRETE
(C) - CALCULATED - PALM TREE
(OA) - OVERALL F.F. i - FINISH FLOOR
R/W - RIGHT OF WAY , BSB - BUILDING SETBACK LINE
EL./ELEV. - ELEVATION
Certified TO: R\W - RIGHT OF WAY
1) PALM BEACH COMMUNITY BANK, ITS SUCCESSORS AND/OR ASSIGNS AB - AS -BUILT
2) OCEAN ESTATES DRIVE LLC P/K - PARKER-KALON
3) SOUTH MILHAUSEN PA
4) FIDELITY NATIONAL TITLE INSURANCE COMPANY
MERIDIAN
LAND SURVEYORS
1717 INDIAN RIVER BLVD, SUITE 201
VERO BEACH, FL. 32960 LB#6905
PHONE: 772-794- 1213, FAX: 772-794-1096
EMAIL: LB6905na.BELLSOUTH.NET
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED SURVEYOR AND MAPPER NAMED BELOW.
CHARLES H. BLANCHARD P.S.M. #5755
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