HomeMy WebLinkAboutBoundary Survey 2-21-17_�1
i
i 9
(I i 4 I ,-o iLD
/00, - 03vrs
UND
ARY TOPOGRAPHIC SURVEY
DIAMOND SANDS, PLA T NO. 2, L O T
�-� SAINT LUCIE COUNTY, FLORIDA
\ IRI� \ \�- - - -
CONSERVATION
450 %tl \ �\IJ .A \ EASEMENT ^
\ \ to
o \�
CP • \ I ASPHALT
0
COASTAL CONSTRUCTION CONTROL LINE COASTAL CONSTRUCTION CONTROL LINE
26 RECORDED IN PLAT BOOK ST. PAGE (1972 CCCL) PER WEATHERINGTON &
-26I, PUBLIC RECORDS OF ST. LUCIE KIRBY SURVEY, FILE NUMBER 81-205L,
1988
COUNTY, FLORIDA. RECORDED SEPT. 15, /� DATED 6-30-81 (PLAT BOOK 16, PAGES
32, 32A-32G). FLOOD ZONE
_
FLOOD ZONE \
- -- -" VE ELEV 11' - - - --�
AE ELEV 7 LOCATED EON JUNE 1AN HIGH v5,T2016ER 1,N10:30AM
ELEVATION 0.50 (NAVD OF 1988)
ST. LUCIE COUNTY PARK \ CONVERT TO NGVD OF 1929 IS (+1.49)
FND 4X4 CM LB # 959 FND 4X4 CM
\ � \
N 1087768.274 LB # 959
E 906476.241 /
ELEV = 01 ■ 10' LANDSCAPE AND
1111MULTASEWIENT
I I EDGE F PAVEMENT
N 89 056'21 " E 535.29'
O
ELEVATION "0" CONTOUR LINE
V)
.� 52. 67 S `98r0
1 \
seagrape,
l.)h 8,00' 4.698
R 93 w \
LOT 1 ` \ \ to \ BASS CAP
135.6• EXISTING w O` Z \O IN PIPE
3.33 o FORMBOARDS
ELEV AS SHOWN 1 �` \
to 433'
'��O FND 1/8IRC c O
o r o \ UNREADABLE jot` c
A �\ 14.67'
38.00'
7.53 �, x
N 89 058'14 " E 517.30'
\_ '-FLORIDAPOWER & ,
� 7- 1
ILR # 959 \ ` `\\ LIGHT TRANSFORMER 7-'-\
�X3, �e \ /
1.0' UTILITY EASEME �CID \ \ SEAWARD MOST SEASONAL HIGH WATER LINE e
FND %8 IRC �- �- (ORB 2334, PAGE 11 \ \ \ w DUNE GRASSES LOCATED JUNE
NAVD OF 1988. \
UNREADABL s1 tr \ 10' PIPELINE EASEMENT\ LOT 2 N� \ JUNE 15, 2016, 10:OOAM
ae \ (ORB 1734, PAGE 616) �\ 1.1 (A -
�, \ � N 1087670.801 \ ° )
PREVIOUSLY ESTABLISHED SEAWARD p\ \
906524.311 <,�;, LIMIT OF ALLOWABLE CONSTRUCTION 0
1 EV = 4.69' \�= \ \ 40' LANDWARD of the 1972 CCCL
4W \ 0.51 NAVD OF 1988
U% MEAN HIGH WATER LINE LOCATED AT ELEVATION 2.00
\ \ \J ' \ \ FEET N.G.V.D. 1929 AS PROVIDED BY FLORIDA
\ O S\ \\ \ \ DEPARTMENT LDLOCATED ONSEPTEMBER ENVIRONMENTAL3-1,PROTECTION, 5.AND
" � A
F� ��I, �; �N�I FLOOD ZONE
_ \ � VE ELEV 11' -
EASEMENT - -
\ \�,�. \ AE ELEV 7' \
e LOT 3co
FND s IRC
UNREADABLE P 1
GLOBAL POSITIONING SYSTEM (GPS) NOTES
s
1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK)
SET %8 RC
/ LB # 7 03
�IIASPHALTI
STORM INLET % S$%
7T O�
\ r'� 7 \\ q\ \ \ \ \
Y
e
ov.
ip O
°� �\ \ ASPHALT
�w o\ FND 4X4 CM e /�
SET % IRC
LB # 7903
1�1\\ WT 45
2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIDER GA -12 53.77' ( )
CHANNEL (L1 & L2). _ _ _ _ _ _ _ _ _39 7_5' cANT
FOUND 4"X4" CM
STAMPED "L.B. #959
3. THE ORIGINAL GPS RTK MEASUREMENTS, JUNE 15, 2016. TWO TOPCON DUAL 6' `N
FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SKI (REAL TIME �s'cp\ 6821 ' \
MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY �, S a6'f 1
A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A
ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR �� \ COASTAL CONSTRUCTION CONTROL LINE
\ '
TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA. AS RECORDED IN PLAT BOOK 26, PAGE
� j � a0 \ o0 0 26-261, PUBLIC RECORDS OF ST. LUCIE
�_ �
REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE c,� 0 ` COUNTY, FLORIDA. RECORDED SEPT. 15,
DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND �-1 . n �U+_ 988,
RECORDED AS THREE DIMENSIONAL (3D) POSITIONS.
A.
4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING �Q\
CARLSON SURVEY STANDALONE, SURVEY +. 0�
5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS:
HORIZONTAL: 10MM + 1 PPM (RMS) �-
VERTICAL: 20MM + 1 PPM (RMS). R 94
\ \ BRASS CAP
R=17238.75 IN PIPE
R=17188.75'
I o=00'36'04" A=00'39'50"
L=180.09' L=199.77' (C)
FOUND 4"X4" CONCRETE MONUMENT (R/W MAP)(C) SOUTH LINE OF
STAMPED "PRM #3859" 53.54'(C) SECTION 27
(BEARING BASE). - - - . --��--
212.13' MEASURED FOUND IRON ROD IN PAVE NT CUT-OUT-.>
( T FOUND 4"X44 CONCRETE MONUMENT \ (0.2' SOUTH, AND 0.3' EAST
N89'56'21 "E STAMPED "PRM #3859" OF CALCULATED CENTERLINE *TERSECTION)
\
Closure Report
6/19/2016
NORTHING
EASTING
BEARING DISTANCE
1083316.651
912095.456
S 89'56'21 " W 318.944
1083316.312
911776.512
N
19'38'38" W 5077.471
1088098.277
910069.605
S 26'41'17" E 581.186
1087579.008
910330.636
RADIUS: 17238.750 LENGTH:
1568.571 CHORD: 1568.030
DELTA: 05' 12'48"
CHORD BRG:
S 24° 13'38" E
PC-R: S 63'09'58" W PT-R:
S 68'22'46" W
RADIUS POINT: 1079797.330,894948.179 TANGENT: 784.827
1086149.082
910974.087
S
21'37' 14" E 1546.600
1084711.294
911543.944
S
21'34'35" E 1499.732
1083316.651
912095.456
Closure Error Distance>
0.03
Total Distance>
10592.504
Polyline Area: 990044.60 sq ft,
22.73 acres
27 26 SECTION CORNER
A7
\
AlA
1
77A
5
N%
�ZA
o
ORANGE AVENUE
RppO
�EECµpgE EDWARDS RD.
�
N
7i0
712
WHITE CITY ROAD N
PQ
7
Al A
PRIMA VISTA BLVD.
13
S I TE
LOCATION MAP
NOT TO SCALE
STREET ADDRESS
7900 SOUTH OCEAN DRIVE, JENSEN BEACH, FL. 34957
LEGAL DESCRIPTION
BEING A PARCEL OF LAND LYING OVER A PORTION OF SECTION
27,1 TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY,
FI.ORIDA; SAID PARCEL_ !_EIN,C MORE ONIRTICOEARLY DESCRIBED AS
F OOLOWS:
BEING ALL OF LOT 1, 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, FLORIDA.
SAID PARCEL CONTAINING 0.64 ACRES, MORE OR LESS.
GENERAL NOTES
1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE WEST
BOUNDARY OF DIAMOND SANDS PLAT NO. 2 AS RECORDED IN PLAT
BOOK 54, PAGES 40-46, ST. LUCIE COUNTY PUBLIC RECORDS.
2
�LL 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 NOT BEEN
LOCATED ON THIS SURVEY.
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PRnPERTY IS
IN ZONE "AE-7" AND "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.
6. REPRODUCTIONS OF THIS MAP ARE NOT VALID WIT HnUT THE
SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR & MAPPER.
7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITHOUT WRITTEN CONSENT 01 THE SIGNING PARTY OR PARTIES.
8. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD
MEASURED DATA.
9. THE LAST DATE OF FIELD WORK WAS FEBRUARY 12, 2017.
10. 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.
11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON
NORTH AMERICAN VERTICAL DATUM OF 1988.
A
ARC LENGTH
N&C
NAIL AND CAP
AVE
AVENUE
NO OR #
NUMBER
BM OR J!�
BENCHMARK
NTS
NOT TO SCALE
BRG
BEARING
(P)
PLAT DATA
(C)
CALCULATED FROM
ORB
OFFICIAL RECORDS BOOK
FIELD MEASUREMENTS
POB
POINT OF BEGINNING
CA
CENTERLINE
POC
POINT OF COMMENCEMENT
CM
CONCRETE MONUMENT
PG'
PAGE
CO.
COUNTY
PRM
PERMANENT REFERENCE
DEG OR
DEGREE
MONUMENT
FOOT
FLORIDA DEPARTMENT
R
RD
RADIUS
OF TRANSPORTATION
RR
ROAD
RAILROAD
GPS
GLOBAL POSITIONING SYSTEM
R/W
RIGHT-OF-WAY
ID
IDENTIFICATION NUMBER
SA
SETBACK LINE
IP
IRON PIPE
S.R.
STATE ROAD
IR
IRON ROD
ST
STREET
IRC
IRON ROD & CAP
TOB
TOP OF BANK
L
LENGTH
TWP
TOWNSHIP
LB
LICENSED BUSINESS
TYP
TYPICAL
LS
LICENSED SURVEYOR
UE
UTILITY EASEMENT
(M)
MEASURED DATA
&
AND
MON
MONUMENT
®
AT
NAVD
NORTH AMERICAN VERTICAL
A
DELTA
DATUM
R
WATER METER
NGVD
NATIONAL GEODETIC VERTICAL
1�t
MANHOLE
DATUM
U
r
O
Z
W
O
Q
�CCawo��
(L
o
0
G
LU
LL i
N
Z
ad
2"m
LL a
ti
0
W
0
Q
Ly
W
1-U.
/9
0 �
11 FL
A/
{L
D
m
a
N H
r-
O
r
W
>-
00
■-I
Z
C
Z
U
= >
damLU
O
_
0cou)>�.'
W
N
uj
N
Z
LL
o
O
Y
_V
LLLL
Q
0'
00
7 7
LD o
o �1
A
af Cj� w
C3 o
Pq
E3 w
w �
A A
w w
Pa
¢ A
¢ A >-
U U Pq
r- i0 w
F_
in ()LJ ¢
.� A
N
a.,,
Z -
N
z�?vi
■
<LzN - ¢
LL1=WF-
J
♦ +
v
Z
U.
z U_
<0V))�
}
V
�
R
Q
O
N
Q
U)LdQ
� gLd
00o.
Q.
o��
MZ<
}
Z OZOO
`I
®
_co
} V)
Q
Z
w �ow�U
X0W >V,�Z
Iz
Z
Q0
Q
Of oao
V) ft�W�ZQ-
Q�Wrn
M
0 0,
W
4
z
�WW�m
¢
�-OU
W
C
MQ
O
_W
� a 3of
0
W
�
zL,Z
z
oQz'
01
Q
�W�o
>��
oUzi
Q
U
j V)L,
•,
(j�
o00
�oaw�
v
oQLi
o
.�
ZOoa
LU
<
a- U
Ir/
J 0� x F_
<a_0fN
DRAWN BY: CA
CHECKED BY; CA
DATE: JUNE 18, 2016
HORIZONTAL SCALE:
1'=30'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAT_ OF A
FLORIDA LICENSED SURVEYOR &
MAPPER.,
SEAL
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICENSE NO. 4971
PRIN D DATE
SHEET 1 OF 1
PROJECT NO. 16-522