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LEGEND LEGEND & ABBREVIATIONS w�,
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AE
ASPH
BM
BOC
BRG
C&G
CB
CBS
C&G
CA
CM
CMP
Co.
CONC
CHORD
CDR
CULV
DE
DEG OR
DIA
DWY
ELEV
EP
ESMT
EXIST
FDN
FDOT
FFE
FH
FNC
FND
GW
HWY
ID
INV
IP
IR
IRC
LB
LP
MES
MH
MHWL
MON
N&C
NAVD
NGVD
NO OR #
NTS
OHP
ORB
) PC
PCC
PCP
PG(S)
POB
POC
PP
PRC
PRM
PSM
PT
PWR
R
RCP
RR
R/W
S/L
S.R.
S/W
T
TBM
TELE
TOB
TOS
UE
0
0
01 30'.1 '1
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.
EPS�M�N�
GONS�R� P�ON
COASTAL CONSTRUCTION CONTROL LINE
' (1972 CCCL) PER WEATHERINGTON &
KIRBY SURVEY, FILE NUMBER 81-205L,
DATED 6-30-81 (PLAT BOOK 16, PAGES
32, 32A-32G).
ARC LENGTH -7�
ACCESS EASEMENT �j `
ASPHALT JIJCp q=. \ . \ 33.2 `
BENCHMARK FND 5/8 IRON &CAP FND 5/8 fRON &CAP `
/ \ ` \ "PSM # 4971„ 4.53
BACK OF CURB '� "LB # 959" �_ \ 58.86 _ -<. �� 92.82'
BEARING CP 1 FWD. NAIL & DISK119.64
CALCULATED FROM FIELD MEASUREMENTS \ �'�� 'W f sse' -- o \ N89'58'14"E 309.07'
��C ) z' GONC. \ FND 5/8 IRON & CAP
CURB AND GUTTER
\ J \ \ \ C G \ I, \ ` "PSM # 4971"
CATCH BASIN' . _ \
CONCRETE BLOCK STRUCTURE \ \ \ `
+ \ CATCH � � EASTERLY LIMITS OF
CURB AND GUTTER FJ� \ " BASINLOTLO,1T \ �\ ` ` DUNE GRASSES
CENTERLINE o°y \ \ " MANHOLE
5.47' 34 WESTERLY LIMITS OF \ P `
\ O DUNE GRASSES \ �(
CONCRETE MONUMENT �,.� � VACANT \ � N �
CORRUGATED METAL PIPE \ 5C \ \
COUNTY q \ FND. /B IRON & CAP
CONCRETE \\ \ "LB # 959"
COORDINATE ASPHALT \ FND. 5/8 IRON & , \
CAP "PSM # 4971"
CORNER FND. 5/8 IRON & AP \ ` \ \
CULVERT \ "PSM # 4971" \ s3.n xe N89'58'14"E x�313.63' xS%, 31 Tom' 95.85'
DRAINAGE EASEMENT \ 1084011.914 908157.778' 126.76'
DEGREE c^
DIAMETER \ \ `a �' ^^ LOT 93A 2ND FLOOR COVERED
DRIVEWAY OUTDOOR
\ Nam. BRICK DRIVE N 35 WALL LINE KITCHEN
ELEVATION BENCHMARK NO, 1 FND. NAIL & \ 3
- > TWO STORY CBS RESIDENCE
FLOOD ZONE
. "AE-7"
L3
EDGE of PAVEMENT DISC NO ID ELEVATION - \ W\ ��• moils GWITH
AR GEB588'NAVD o OPEN N �> Q EASTERLY LIMITS OF
EASEMENT 5.28' (NAVD OF 1988)
\ �\ e�A ❑ LOWER LEVEL (7.0TNAVD) �w PA O �m w i. fr DUNE GRASSES
EXISTING Cop -
MAIN \ RICK WALK UPPER LEVEL ((32.05'NAVD)' ) 'o¢
FOUNDATION \ \ \ pq POOL `-0
FLORIDA DEPARTMENT A T OT AREA 4 r
OF TRANSPORTATION \ ASPH \T \5 \\\� 6J Ay WALL D FLOOR NE TUB 9.01
a -
a
FINISHED FLOOR ELEVATION \ �d> A 5 a \
FIRE HYDRANT -- -- - 1 oy \ 57.2�`.`b. �- b - . ..,.." �„o,• 'J \fj' 29.77
FENCE O yi'l \
FOUND
GUY WIRE TA
HIGHWAY HIGHWAY \ T A
77
0 77 }� FND. 5/8 IRON & CAP
IDENTIFICATION NUMBER \ > "LB # 959"
INVERT y �n 0_ N 1083936.929 \
IRON PIPE T E 908187.497'
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. 7-
MEAN HIGH WATER LINE LOCATED ON
1p
FEBRUARY 08, 2014, 3:05PM ELEVATION 0.50'
N- (NAVD OF 1988) CONVERT TO
(NGVD OF 1929 (+1.49)) O
ADDRESS
8224 SOUTH OCEAN DRIVE, JENSEN BEACH, FL 34957
LEGAL DESCRIPTION
j
BEING A PARCEL OF LAND LYING OVER A PORTION OF
SECTION 27, TOWNSHIP 36 SOUT RANGE1 41 EAST,
SEASONAL HIGH WATER LINE ST. LUCIE COUNTY, FLORIDA; SAIL PARCEL BEING
-ELEV. EFRR 0920TD EBUA814, tt:OOAM MORE PARTICULARLY DESCRIBED S FOLLOWS:
BEING ALL OF LOT 35, AS SHOWN ON THE PLAT OF
DIAMOND SANDS PLAT NO. 2, AS RECORDED IN PLAT
BOOK 54, PACES 40-46, PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA.
tP
SAID PARCEL CONTAINING 1.08 ACRES, MORE OR LESS.
a°
rn,
CERTIFICATIONS
�,\\ N89'58'14"E 318.19' �` CHINSON, LLC
\FND. 5/8 IRON & CAP
\oOMSTER" WESTERLY LIMITS OF') ,\ t, r PHOENIX REALITY OMES, INC.
:DOE LABARBIERA
DUNE GRASSES fl Rj
,ECEj?ED
� `N_ SEASONAL HIGH WATER LINE JUN -2016
\ `
N ELEV. 5.t9', NAVD OF 1988.
> PERMITTING
IRON ROD N Ic- lL� \ 2' CONc. 1 LOT \�; x \ % 1 c0 &. LOCATED FEBRUARY 08, 2014, 11:DOAM
g rn C & G 0.24, tjt _ ((��11 Lucie County,FL
IRON ROD & CAP � � O4 � \ \VI 36 ?j3 2.%. ` \ \� BENCHMARK NO. 2 FND. 5/1-IRON & GENERAL 0TE�
UCENSED BUSINESS \ ,A O vFND. NAIL & ISK \ SEWER ` ® \ 30' \ \ Z CAP "LB # 959" ELEVATION -
-Y ✓ "BLOOMSTER" o MANHOLE VACANT V \ ` 12.56' (NAVD OF 1988)
LIGHT POLE RIM ETEV.=6.81
FND. 5/8 IRON &CAP 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE FLORIDA STATE PLANE
MEASURED DATA I yC0 Nib
?- yam: , \\ 1 \ "BLOOMSTER" \ COORDINATE SYSTEM, EAST PONE, NORTH AMERICAN DATUM OF 1983. NATIONAL GEODETIC
MITERED END SECTION ai 7 O slsa'` 1z1.00' A_ " s�'� 1di:9s' SURVEY ADJUSTMENT OF 1R10. (NAD 83/90). REFERECE BEARING BEING THE WEST
MANHOLE Cn T BOUNDARY OF DIAMOND SANDS PLAT N0. 2 AS RECORDED IN PLAT BOOK 54, PAGES
MEAN HIGH WATER LINE >O \ \ N89'58'14"E 322.80' 40-46, ST. LUCIE COUNTY PUBLIC RECORDS.
\ �� GL \ FND. 5/8 IRON &CAP \ ` \ R-96
MONUMENT �N -y y "LB # 959" ` \ \ 2. ALL ABOVE GROUND FLED IMPROVEMENTS, IF ANY. HAVE BEEN LOCATED AND SHOWN
NAIL AND CAP \ �OJO - \\ \�E] HEREON.
NORTH AMERICAN VERTICAL DATUM �- O
0' to \ ` \ `� FLOOD $PNE 3. THE SURVEYOR HAS Ng KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY
NATIONAL GEODETIC VERTICAL DATUM \ •ONE -� COASTAL CONSTRUCTION CONTROL LINE OCCUPY LANDS OF OTHERS,
NUMBER - ��� \ ` AS RECORDED IN PLAT BOOK 26, PAGE \ 'VE-if
0 ��� "IT �`- 26-261, PUBLIC RECORDS OF ST. LUCIE \ COASTAL CONSTRUCTION CONTROL LINE (1972 CCCL) PER 4. UNDERGROUND UTILITIES AND UTILITY SERVICE °1s'8I1'VE BEEN LOCATED ON THIS
NOT TO SCALE ''" ✓ -A COUNTY, FLORIDA. RECORDED SEPT. 15,
OVERHEAD UTILITIES
a' 1988 \ WEA1HEFiINGTON &KIRBY SURVEY, -FILE - NUMBER 81-205L SURVEY.
•,`,' \ DATED 9=30-81 (PLAT BOOK 16, PAGES 32, 32A-32G).
OFFICIAL RECORD BOOK i 2A a FLOOD
AE BONE �\ FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "AE-7" & "VE-11"
PLAT DATA yp�`0x ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0303 J,
\ EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT (DESIGNATION CAN ONLY BE
POINT OF CURVATURE».,, O \ DETERMINED BY AN ELEVATION CERTIFICATE.
POINT OF COMPOUND CURVATURE
PERMANENT CONTROL POINT
PAGE(S) CO ate. ` LOT
POINT OF BEGINNING -
POINT OF COMMENCEMENT
-
POWER POLE ✓ ��\_ 53.77' _39.75'45
POINT OF REVERSE CURVATURE FOUND 4"X4" CM
cF "LB. #959 N89'56'21 "E 336.48'
PERMANENT REFERENCE MONUMENT 6 W
PROFESSIONAL SURVEYOR AND MAPPER P 6g22 h
POINT OF TANGENCY Lit
POWER
5 6b j'� \
POWER
RADIUS Z W'm\_� o
REINFORCED CONCRETE PIPE > <J> �O
RAILROAD • DUNE GRASS (SEAOATS ECT.) ' �i tP 'to cam,
_ _ _ _ i0 :. to -
APPROVED DIAMOND SANDS LIMITS OF 0% ✓
RIGHT-OF-WAY CONSTRUCTION d� �,
SETBACK LINE X1o�
— FDEP 1988 & 1972 COASTAL CONSTRUCTION � x
STATE ROAD CONTROL LINES \
SIDEWALK —CONSERVATION EASEMENT PER DIAMOND SANDS
TANGENT PLAT NO. 2 \
TEMPORARY BENCHMARK
TELEPHONE EQUIPMENT
TOP OF BANK
TOE OF SLOPE -Al.
UTILITY EASEMENT \ \ R=17238.75'
WATER METER R=17188.75' A=00'39'50"
AND A=0036'04"
FOt/ND 4"X4" CONCRETE MONUMENT L=180.09' L=199.77'(C)
AT '(R/W M40)(C) SOUTH LINE OF
DELTA "pNM #3859" 53.54'(C) \
SECTION 27
WELL 4 — \•.� .
UTILITLY POLE —�• ggg]RON \
WATER VALVE 212.13'(MEASURED) FOUND 4"x4 CONCRETE MONUMENT �� zy OVTH ROD IN PAVEMENT CUT-OUT
N89'56'21 "E "PRM #3859" � OUTH, AND 0.3' EAST\
MANHOLE CULATED CENTERLINE 11JTERSEC110N)
GAS TANK (BEARING BASE) \
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C 1
616.00'
78.
C2
616.0000'
41.
FARING
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 O REPORTS BY OTHER THAN THE
SIGNING PARTY OR PARTIES IS PROHIBITED WITHOU ' WRITTEN CONSENT OF THE SIGNING
PARTY OR PARTIES.
CHORD
78.72'
LENGTH
CHORD BEARING DELTA ANGLE
N 1T43.32" W 7'19'39"
7. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA.
41.75'
N 23'19'52" W 3'S3'01"
B. THE LAST DATE OF FIELD WORK WAS JUNE 15'2016.
9. LANDS SHOWN HEREON WERE NOT ABSTRACTS BY THIS OFFICE FOR
RIGHTS -OF -WAY, EASEMENTt OF RECORD, OWNERSHIP, ABANDONMENT'S DEED
DISTANCE
RESTRICTIONS OF MURPHY ACT DEEDS.
25'16'23"
E
40.53'
25'16'23"
E
51.9T
10. ELEVATION SHOWN HEREON ARE IN FEET AND (,BASED UPON NORTH AMERICAN
UNE
I B
L1
S
L2
S
VERTICAL DATUM OF 1988.
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DRAWN BY, CA
CHECKED BY, CA
DATE( 02/12/2014
HORZ, SCALE( 1'=30'
NOT VALID WITHOUT THE SIGNATURI
AND ORIGINAL RAISED SEAL OF A
GLOBAL POSITIONING SYSTEM NOTES
MAPPEAPPEA LICENSED SURVEYOR &
MR.
1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL
FREQUENCY TOPCON HYPER GA II SYSTEM.
AL
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATIONAj
WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND
27 26 SECTION CORNER CONTROL ON THE PROJECT..
3. GPS SURVEY MEASUI tMENTS WERE PROCESSED AND ADJUSTED USING CARLSON
CHARLES ARNOLD
SURVEY 2008.
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LI NSE NO. 971
4. THE HORIZONTAL TA THISMINIMUM
p2' '70
STANDARDS OF PRACIICEER FLORIDAADMINIS CODE (F.A.DC) 5J
3 4 3 5
SHEET 1 OF 1
/-�
(
PROJECT NO. 14-508