HomeMy WebLinkAboutBoundary Survey Revised 9-19-17GRAPHIC SCALE
20 0 10 20
( IN FEET )
1 inch = 20 ft.
PLAT OF SURVEY FOR:
TYPE: BOUNDARY & TOPOGRAPHIC DATE: 07/12/16
PROD. NO-06-186 BLK 2, LOT 3 F.B. 241 PG. 19
DVVN. BY: D.B. SCALE: 1" = 30'
CKD. BY: C.H.B.
THIS PLAT AND REPORT ARE NOT VAUD ITHOUT 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.
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EQUIPUENT PAD
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PROPOSED CONC
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A/C PADS
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(REFERENCE BEARING)
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FD PIK NAIL & DISK
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BENCHMARK
FD SANITARY MANHOLE IN I
RIGHT-OF-WAY OF.00EAN
ESTATES DRIVE SOUTH
OF LOT 3
ELEV.=6.68 NGVD 1988 ,
* LEGAL DESCRIPTION:,
LOT 3, 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
North
LOT 2
(VACANT)
PROPOSED 26.62'
BRICK PAVER
DRIbEWAY
0.00'
0
0
r
n
S89 20'13"W 156.80'
FD PIK NAIL & DISK
LS# 4971
Line Table
LINE
LENGTH
BEARING
L1
15.00'
SO°38'39"E
L2
50.00'
N89020'1WE
BUILDING SETBACKS (BSB):
FRONT — 10'
REAR — 10'
RIGHT — 0'
LEFT — 5'
ADDRESS: OCEAN ESTATES
DRIVE
MERID"
8UR1717)IIQDIAN1iIVERB 201, kr
VERO BEACH, FL 32960 LBf16905
PHONE: 772-7944213, PAX: 772-794-1096
EMAIL: bUJ B6905QGMAIL.COM
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Report of Survey: (Project #06-186 BLK2, LOT 3)
• TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC
• THIS SURVEY PERFORMED BY:
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, FAC) 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-17.051, FLORIDA ADMINISTRATIVE CODE.
• ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS
THEREOF.
• THE LAST DATE OF FIELD WORK'WAS: 06/16/16
# BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF S69'20'13°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 T 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= 17.70NAVD). 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.,
Legend & Abbreviations: (symbols not scaieable for size)
PLS -
PROFESSIONAL LAND SURVEYOR
-
GUY WIRE
PSM -
PROFESSIONAL SURVEYOR & MAPPER
c0p -
WOOD UTILITY POLE
LB -
LAND SURVEYING BUSINESS
® -
®
TELEPHONE SERVICE
BOX
(11 -
CENTERLINE
-
CABLE T_V.
BOX
R -
RADIUS
-
-
ELECTRIC
L -
LENGTH
LIGHTPOST•
p -.
DELTA ANGLE
® -
V -
WELL
HYDRANT
E/P -
EDGE OF PAVEMENT
-
GATE VALVE
B/C -
BACK OF CURB
-
IRRIGATION VALVE
B.M. -
BENCHMARK
POC -
POINT OF COMMENCEMENT
WATER METER
POB -
POINT OF BEGINNING
-
®
SANITARY MANHOLE
SERVICE
o
(PCP) PERMANENT CONTROL POINT
-
SANITARY
PCP -
PERMANENT CONTROL POINT
® -
O
SEPTIC TANK
MANHOLE
pop -
(PRM) PERMANENT REFERENCE MONUMENT
-
DRAINAGE
PRM -
PERMANENT REFERENCE MONUMENT
-
CURB INLET
® -
(IP) IRON PIPE
-
SURFACE INLET
IP -
IRON PIPE
® -
MITERED END SECTION
O -
(IRC) IRON ROD & CAP
-
CONCEPTUAL DRAINAGE
IRC
- IRON ROD &CAP
STREET SIGN
p
- (CM) CONCRETE MONUMENT
PROPOSED GRADE
CM
- CONCRETE MONUMENT
NAVD -
NORTH AMERICAN VERTICAL DATUM
FD
- FOUND - OAKTREE
x235 -
TYPICAL ELEVATION
(M)
- MEASURED
A/C -
AIR CONDITIONER
(P)
- PLAT -.
.
CONC. -
CONCRETE
(C)
- CALCULATED
- PALM TREE
F.F. -
FINISH FLOOR
BSB -
BUILDING SETBACK LINE
Certified To: _ PINE TREE
EL./ELEV.
- ELEVATION
R\W -
RIGHT OF WAY
�)
AB -
AS -BUILT
2)
3)
MERI ' A V"
UANo SUMMY
1717 INDIAN RIVER BLVD, SUITE 201
VERO BEACH, FL. 32960 LB#6905
PHONE: 772-7941213, FAX: 772-794-1096
EMAIL: MLS.LB6905@GMAIL.COM
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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