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LEGEND & ABBREVIATIONS
A or L
ARC LENGTH
AE
ACCESS EASEMENT \
ASPH
ASPHALT
BM
BENCHMARK
BOC
BACK OF CURB
BRG
BEARING
(C)
CALCULATED FROM FIELD MEASUREMENTS
C&G
CURB AND GUTTER
CB
CATCH BASIN
CBS
CONCRETE BLOCK STRUCTURE
C&G
CURB AND GUTTER
C/L
CENTERLINE
CM
CONCRETE MONUMENT
CMP
CORRUGATED METAL PIPE
CO.
COUNTY
CONIC
CONCRETE
COORD
COORDINATE
CDR
CORNER
CULV
CULVERT
DE
DRAINAGE EASEMENT
DEG OR '
DEGREE
DIA
DIAMETER
DWY
DRIVEWAY
ELEV
ELEVATION
EP
EDGE OF PAVEMENT
ESMT
EASEMENT
EXIST
EXISTING
FDN
FOUNDATION
FOOT
FLORIDA DEPARTMENT
OF TRANSPORTATION
FFE
FINISHED FLOOR ELEVATION
FH
FIRE HYDRANT
FNC
FENCE
FND
FOUND
GW
GUY WIRE
HWY
HIGHWAY
ID
IDENTIFICATION NUMBER
INV
INVERT
IP
IRON PIPE
IR
IRON ROD
IRC
IRON ROD & CAP
LB
LICENSED BUSINESS
LP
LIGHT POLE
(M)
MEASURED DATA
MES
MITERED END SECTION
MH
MANHOLE
MHWL
MEAN HIGH WATER LINE
MON
MONUMENT
N&C
NAIL AND CAP
NAVD
NORTH AMERICAN VERTICAL DATUM
NGVD
NATIONAL GEODETIC VERTICAL DATUM
NO OR #
NUMBER
NTS
NOT TO SCALE
OHP
OVERHEAD UTILITIES
ORB
OFFICIAL RECORD BOOK
(P)
PLAT DATA
PC
POINT OF CURVATURE
PCC
POINT OF COMPOUND CURVATURE
PCP
PERMANENT CONTROL POINT
PG(S)
PAGE(S)
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
PP
POWER POLE
PRC
POINT OF REVERSE CURVATURE
PRM
PERMANENT REFERENCE MONUMENT
PSM
PROFESSIONAL SURVEYOR AND MAPPER
PT
POINT OF TANGENCY
PWR
POWER
R
RADIUS
RCP
REINFORCED CONCRETE PIPE
RR
RAILROAD
R/W
RIGHT-OF-WAY
S/L
SETBACK LINE
S.R.
STATE ROAD
S/W
SIDEWALK
T
TANGENT
TBM
TEMPORARY BENCHMARK
TELE
TELEPHONE EQUIPMENT
TOB
TOP OF BANK
TOS
TOE OF SLOPE
TYP
TYPICAL
UE
UTILITY EASEMENT
®
WATER METER
&
AND
®
AT
DELTA
®
WELL
f�
UTILITLY POLE
DQ
WATER VALVE
® MANHOLE
y vn
�10J1
n
'
�c _5A
0
0
A 7O
DIAMOND SANDS
THE PLAT OF DIAMOND SANDS PLAT NO. 2 AS RECORDED IN PLAT BOOK 54,
PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
PERMIT #
EPS�M�N�
ppN`'�RJ Pj\ON COASTAL CONSTRUCTION CONTROL LINE
(1972 CCCL) PER WEATHERINGTON &
KIRBY SURVEY, FILE NUMBER 81-2051
Zi \ / DATED 6-30-81 (PLAT BOOK 16, PAGES
�� 4; q, \ 32, 32A-32G).
/�,♦ e• y
lL O�Z� �\ ♦ ♦ gry ' +goys + + y` + No° °o
33.2
�� FND. 5/8 ON & P \ + SET. 5/8 IRON & CAP + y \\ Wry yA9 +
�(31 .” "LB # 959" 1 \ ,58.86,E + 1 \"PSM # 4971" 4.53'
\ � FND. NAIL \ ♦ . 92.82E
�a11964
-iBis—� \
�e �\ N89'58'14"E 309.07' ♦ \
z' cork. \ SET. 5/8 IRON &CAP e 1
\+ k + \ c G 40 y^ ♦ V ♦ ♦ "PSM # 4971" yti
5.07' CATCH +lbo
♦ \
50 \ BASIN LOT '� ♦ ♦ EASTERLY LIMITS OF
\ 12 SEWER ^ + g ♦ \ ♦ ` ♦ DUNE GRASSES
\ Sy \ \ MANHOLE (� WESTERLY LIMITS OF ♦ \ ♦ CPP ♦ '/�
�\ yk4 RIM ELEv. s.n' VACANT DUNE GRASSES ♦ \ ♦ L
5 \ a \ q \ ♦ \_'_ I's
\ 1 y;se \ 59 ♦ \ ♦ ♦ g
\ g♦ ♦ .h \
ASPHALT \\ "dry + y5ET. 5/8 @AP ♦ \ ♦ 7
SET. 5/8 IRON &CAP , \ \ "PSM # 07 " �• 1 ♦ r u + ;
\ "PSM # 4971" \ �}, 53.1 'S31 126.V6' 95. 5'
\ N 1084011.914 \ N89'58'14"E 313.63' \ FND. 8 IR
ED
908157.778' — — — — — — —
X yy4 9 aso v ♦ ,LB # 9„
COVE ♦g1
EN Y LOT
\ lY� N N w ♦ v
BENCHMARK N0. 1 FND. NAIL � > 2ND FLOOR 2ND FLOOR 7.D'
& DISC "NO ID" ELEVATION = �- WALL LINE WALL LINE 2 g
5.28E (NAVD OF 7988) \ \ �0\\ `� . \ 14.o n TWO STORY
NTH BAS MENT NICE N ♦N� ♦�� EA TEF
3 y OVERED GARAGE (7.33'NGU/1
'NAVD) BD, ♦ ` DU E
\ b \ ENTRY LOWER LEVEL (8.50'UI NAVD)
MAIN LEVEL (19.5N01' AVD)UPPER LEVEL 33.5'N.01 NAVD) POOL J ♦� ` gb
0
L3
MEAN HIGH WATER LINE LOCATED
AT ELEVATION 2.00 FEET N.G.V.D. 1929 AS
PROVIDED BY FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION, AND
/ FIELD LOCATED ON SEPTEMBER 13-19, 2005.
MEAN HIGH WATER LINE LOCATED ON
N FEBRUARY 08, 2014, 3:05PM ELEVATION 0.50'
N (NAVD OF 1988) CONVERT TO CZ
(NGVD OF 1929 (+1.49)) O
SEASONAL HIGH WATER LINE
ELEV. 5.19', NAVD OF 1988.
LOCATED FEBRUARY 08, 2014, 11:OOAM
Y MI 0
(AS ES rnfl
rn,
\ AREA
-)3� ASPHALT ` 6.6 c ♦yJ g 1
\ VA \ +� "�• \�> \ n 2ND FLOOR 1 &0' ♦8.1 7
'A 1 ASPHALT n.e4• WALL LINE 4mffm g$\ 1 .33E
1-"`k� 57. [Q0 124.18E +� ♦ 60 + 8. 8' 5 ti °yS
P
`° s6� N89'5814" 31 .19E .9 ♦ +
� �� � FND. 5/8 IRON 'Sc CAP
♦ � �
tA^L S L9 BLOOMSTER" 6 STE Y LIMITS OF 'F 6
\ �iC _\ \ \ D E GRASSES ♦ \ Q 6
FND. 5 8 IRON & A � 10 1 O
"LB # 959" �O�O \rr, ' ♦ \ ♦ LO
\ y �^� O_ N 1083936.929 \ y:` ♦ \ ♦ c�. 9
\ T 8187.497E C9 �e \ ♦ 2 Cp 1
8 CID SEASONAL HIGH WATER LINE
♦ 0 ' C3 ELEV. 5.19, NAVD OF 1988.
U <O z� 4o G • \ 1� LOT \ JO, ♦ \ ♦ 1�J1 1 p LOCATED FEBRUARY 08, 2014, 11:OOAM
ACT Cn � 6 \ ` a5 C '36' 2�24�4" f ♦ \ ♦ N' ♦ BENCHMARK NO. 2 FND. 5/8 IRON �'
\ � Q y FND. NAIL &DISK y. \ 3.3 , \ ♦� \ <�
p 7 -) "BLOOMSTER" \ \ SEWER /� VACANT 0 V \ ♦ & CAP "LB # 959" ELEVATION =
\ 2 G� \\ RIM E°LEV.=6.81 \ ♦� ` ,12.56E (NAVD OF 7988)
Z� U) :5- FND. FND. 5/8 IRON & CAP 27 97'
♦ \
��0 -A 0 a e ` � 61.94E , y� "BLOOMSTER" 121.00' ♦ ♦ " ♦ 101.95'
\ OA
%O N89'58'14" '
7C FND. 5/8 IRON & CAP \ ♦ \ ♦n ` ♦ \ R
-96
\ a�0� o ✓ LB # 959"
COASTAL CONSTRUCTION CONTROL LINE \ ♦ ♦ FLOOD ZONE
�.� 1 AS RECORDED IN PLAT BOOK 26, PAGE \ ♦ ♦ "VE-11"
��� �26-261, PUBLIC RECORDS OF ST. LUCIE
A COUNTY, FLORIDA. RECORDED SEPT. 15, \ COASTAL CONSTRUCTION CONTROL LINE (1972 CCCL) PER
)3 Zi tJ 7988. \ WEATHERINGTON & KIRBY SURVEY, FILE NUMBER 81-205L
� � DATED 6-30-81 (PLAT BOOK 16, PAGES 32, 32A-32G).
G Z-A 6' L3` FLOOD ZONE \
N Z ` "AE-7" \
�'0.
0. 0 s \
o � \
�a0 �24
�` LOT ,
,(� ✓ � \— — — 53.77' — — — 39.7s' 45
l ) HAWAIIAN HALF -FLOWER FOUND 4"X4" CM
v w L.B. #959" w N89'56'21 "E 336.48E
® 6
CABBAGE PALM
SEAGRAPE TREE y > o0, \ U \
> `p' O o
SEASIDE MAHOE i jW � 0'\ c3
0 o. L}
'` • DUNE GRASS (SEAOATS ECT.) � Q_ �o J1,31
— — — — — APPROVED DIAMOND SANDS LIMITS OF ', o
CONSTRUCTION
— FDEP 1988 & 1972 COASTAL CONSTRUCTION
CONTROL LINES
— — —CONSERVATION EASEMENT PER DIAMOND SANDS \'
PLAT NO. 2
`\ \ R=17238.75'
R=17188.75' p=00'39'50"
A=0036'04"
FOUND 4"X4" CONCRETE MONUMENT L=180.09E L=199.77'(C)
"PRM #3859" '(R/W MAP)(C) ' SOUTH LINE OF
53.54'(C) \ \ \_ SECTION 27
\v JV
—~ FOUND IRON ROD IN PAVEMENT CUT-OUT
212.13'(MEASURED) FOUND 4"X4" CONCRETE MONUMENT (0.2' SOUTH, AND 0.3' EAST\
N89'56'21"E "PRM #3859" OF CALCULATED CENTERLINE (t•1TERSECTION)
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
616.00E
78.78'
78.72'
N 17'43'32" W
7'19'39"
C2
616.0000E
41.76'
41.75'
N 23'79'52" W
3'53'01"
LINE
BEARING
DISTANCE
Lt
S 25'16'23" E
40.53E
L2
S 25'16'23" E
51.97E
27 I 26 SECTION CORNER
34 35
AIA
1
5
<
Bi
ORANGE AVENUE
ROB
af.E EDWARDS RD.
q�EE
Z
�Z
712
WHITE CITY ROAD
2
eO°9
AIA
I
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y
PRIMA VISTA BLVD.Lf
1
SI TE
LOCATION MAP
NOT TO SCALE
ADDRESS
SOUTH OCEAN DRIVE, JENSEN BEACH, FL 34957
LEGAL DESCRIPTION
BEING A PARCEL OF LAND LYING OVER A PORTION OF
SECTION 27, TOWNSHIP 36 SOUTH, RANGE 41 EAST,
ST. LUCIE COUNTY, FLORIDA; SAID PARCEL BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEING ALL OF LOT 35, AS SHOWN ON THE PLAT OF
DIAMOND SANDS PLAT NO. 2, AS RECORDED IN PLAT
BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST.
LUCIE COUNTY, f LORIDA.
SAID PARCEL CONTAINING 1.08 ACRES, MORE OR LESS.
CERTIFICATIONS
CHINSON, LLC
PHOENIX REALITY HOMES, INC.
JOE LABARBIERA
GENERAL NOTES
1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE FLORIDA STATE PLANE
COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983. NATIONAL GEODETIC
SURVEY ADJUSTMENT OF 1990. (NAD 83/90). REFERENCE BEARING BEING THE WEST
BOUNDARY OF DIAMOND SANDS PLAT NO. 2 AS RECORDED IN PLAT BOOK 54, PAGES
40-46, ST. LUCIE COUNTY PUBLIC RECORDS.
2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN
HEREON.
3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY
OCCUPY LANDS OF OTHERS.
4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE BEEN LOCATED ON THIS
SURVEY.
FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "AE-7" & "VE-11"
ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0303 J,
EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE
DETERMINED BY AN ELEVATION CERTIFICATE.
5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER.
6. 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.
7. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA.
8. THE LAST DATE OF FIELD WORK WAS FEBRUARY 09, 2014.
9. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR
RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED
RESTRICTIONS OF MURPHY ACT DEEDS.
10. ELEVATION SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN
VERTICAL DATUM OF 1988, CONVERSION TO NATIONAL GEODETIC VERTICAL DATUM OF 1929
IS. (+1.49').
GLOBAL POSITIONING SYSTEM NOTES
1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL
FREQUENCY TOPCON HYPER GA II SYSTEM.
2. TYPICALLY, A BASE RECIEVER IS SET UP ON AN ESTABLISHED CONTROL STATION
WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND
CONTROL ON THE PROJECT.
3. CPS SURVEY MEASUREMENT'S WERE PROCESSED AND ADJUSTED USING CARLSON
SURVEY 2008.
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS STANDARDS OF
PRACTICE.
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DRAWN BY: CA
CHECKED BY: CA
DATE: 06/11/2013
HERZ. SCALE: 1'=30'
NOT VALID WITHOUT THE SIGNATU
AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
MAPPER.
SEAL
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA DCEN NO 4971
9 D 20
SHEET 1 OF 1
PROJECT NO. 14-508