HomeMy WebLinkAboutBOUNDARY & TOPOGRAPHIC SURVEYLEGEND & ABBREVIATIONS
A
ARC LENGTH
OHP
OVERHEAD UTILITIES
A/C
AIR CONDITIONER
ORB
OFFICIAL RECORDS BOOK
CBS
CONCRETE BLOCK STRUCTURE
P
PLAT DATA
CCCL
COASTAL CONSTRUCTION CONTROL LINE
PB
PLAT BOOK
C/L
CENTERLINE
PG(S)
PAGE(S)
CONC
CONCRETE
PLS
PROFESSIONAL LAND SURVEYOR
CM
CONCRETE MONUMENT
POB
POINT OF BEGINNING
DEG OR
DEGREE
POC
POINT OF COMMENCEMENT
ELEV
ELEVATION
PRM
PERMANENT REFERENCE MONUMENT
FFE
FINISH FLOOR ELEVATION
PSM
PROFESSIONAL SURVEYOR AND MAPPER
FND
FOUND
R
RADIUS
ID
IDENTIFICATION NUMBER
RLS
REGISTERED LAND SURVEYOR
IP
IRON PIPE
R/W
RIGHT-OF-WAY
IR
IRON ROD
TYP
TYPICAL
IRC
IRON ROD & CAP
®
WATER METER
LB
LICENSED BUSINESS
&
AND
LS
LICENSED SURVEYOR
®
AT
M
MEASURED DATA
0
DELTA
MON
MONUMENT
UTILITY POLE
N&C
NAIL AND CAP
FIRE HYDRANT
NAVD
NORTH AMERICAN VERTICAL DATUM
ss
SEWER MANHOLE
NGVD
NATIONAL GEODETIC VERTICAL DATUM
®
BACKFLOW PREVENTER
NO OR #
NUMBER
IV
IRRIGATION VALVE
®
CLEAN OUT
NTS
NOT TO SCALE
BOUNDARY &TOPOGRAPHIC SURVEY
LOCATED IN ST. LUCIE COUNTY, FLORIDA
Clouser Report
5/13/2C1816:47
NORTHING
EASTING BEARING
DISTAVCE
1112769.447
895639.023
S 34048'24"
E 264.OE7
1112552.643
895789.744
S 24028'22"
E 581.2f7
1112023.571
896030.552
S 12042'52"
E 140.446
1111886.568
896061.463
S 08054'19"
E 589.770
1111303.907
896152.760
N 22039'51"
W 505.884
1111770.727
895957.830
N 17042'14"
W 1048.371
1112769.447
895639.023
Closure Error
Distance> 0.0523 Error Bearing>
N 90°00'00" E
Closure Precision> 1 in 59,843.50 Total Distance>
3129.815
Polyline Area:
134754.87 sq ft, 3.09 acres
FLORIDA STATE PLANE COOR
MEAN HIGH WATER LINE
NAD XY, US SURVEY FEET (TYP) \ LOCATED ON 05/08/2018
N 1112769.447 I \ \ NAVD OF 1988 AT FLEV 0.5'
FLORIDA DEPARTMENT OF .y ?
NATURAL RESOURCES ' Q SEASONAL HIGH WATER LINE
CM # 94-77-A-16 ��"\ CIO iO LOCATED ON OS/OS/2018
9
2y Z NAVD OF 1988 AT ELEV 5.3 \
I 0 0.0
I D# NAIL & 4286 D�� 2� n \ ,5
B
m oZ `_' \ x 8 > 2
n G \ 0
FLORIDA STATE PLANE COORDINATE 19�0/ \ 9 0.0
OCOZ Z \ 1� NAD 83/90 US SURVEY FT. (TYP) y FZOODZONEVF,11 U1�a� N 1112248.136 CP
-0 \ \ �5 O
O \ E 89594-4.854 2
-POno j FND 54286 RC <J /
�9>�m \ Le # p 5.4 7
,5 2
c^`o9 p3
I > rn >� c 1 3. Z
�oo�P ��m �. NN x 5,8 156.5 2 5,9 3 OA
CA
\ \ a N65 9 \ 5
(n I 6�2 >o \ \ 9,0 >
\\ N
NI �l �< \ FLOODZONEAF,7 \ \ \LO 3002$ \ w
O >��\ \ \ x 5,6 1596 x 6
mI \ <^N 11. 3.5� E
\ �� <� N65 31 \ MEAN HIGH WATER LINE
I FLORIDA STATE PLANE COOR �'h / \ 7� ,3 I LOCATED ON 05/08/2018
\\tS' \ NAVD OF 1988 AT ELEV 0.5'
NAD a�u US SURVEY FEET (TYP) / \ ;p 7 77 1 q
N 1112227.156 J, p 1
I E 895898.498 N 111208.i 0 , \ \
FND S%� IRC, L8 # 7903 / E 896160. IR \ x 5 5
I � SEASONAL HIGH WATER LINE
X FND $/8" IR �`� � 9 (T LOCATED ON 051b8/2018
N � \
FLOODZONEAE-6
Lar 45
VACANT
N 1112029.794
E 896044.237
FND 5/8- IRC
LB / 4286
\ ,9
�5 4
4.9 4
� x5.1
N 1111770.727
E 895957.829
FND NAIL & DISK
LB # 7903
x 5.6
LT
\
FLORIDA STATE PLANE COOR
NAD ayw US SURVEY FEET (TYP)
N 1111886.568
E 896031.463
FND %' IR, NO ID
\ / FLOOD ZONEAE-6Z,
V`
N9N A
I /
I /
4286
\ 5,5
x 5.4 s
a �
5 5.5 oI
6" E ,
313 92
x 5,3 �
X 5.4 \ND 5/8- II
B # 4286\
LOT 46
VACANT cJ c
I y5
5.4
1 5/8- IRC
# 4286
1.0 LOT 47
( 5.2 VACANT'
1
\`
D � 4 PLASTIC FENCE 1
\ FND 04" CM
\ 19 # 4286
�N
�5 \ FZOOD
\'o_1
G� \
\ \ G,A
vJ,
-A\
F
\ �D /8- IRC \ /
La # 286
oG `J \
Pp i Off°
!� � FND 5/8-IRC VACANT
Z1,?!'p \ LB # 4286
-10 0i' U) 1 ��
�yN�G \�N \ \ 8527.275
IN 110
E 895/ $61RC N6 3136 E
O-
LB
\ / # wr52
!! OCCUmD
14, '
6
\ 9,2
o Cj�0cU>,
Im �
A�
IN N
0
00 `O
n
n
-PO u)�mFND 5/288sIRC
LB # n TU�1J >
i9 G
-A
OaA°\ 0 Z
.0 CA
\
FND 5/8" IRC
LB # 4286
c0
j
FLOOD ZONE VE11 /
FLORIDA STATE PLANE COORDIANTE
NAD 83/90 US SURVEY FT. (TYP)
N 1111820.346
E 896323.124
FLORIDA DEPARTMENT OF
EN'"MENTAL PROTECHTION
MON # S-765
NAVD OF 1988 AT ELEV 5.3'
7.E
LOCATION MAP
NOT TO SCALE
STREET ADDRESS
4860 WATERSONG WAY, FORT PIERCE, FL 34949
V
2
Z
w
U
M
w
W
d
o
o
Ix
('
a
°'
Z
W
L q
�
I�
ca
m
:
Z
ww coo-,
Wp
W
O
y
aLL
W
}W
WZ
��
�
Ow
S
>
N
ILL. u
FA
Y�
m
C4 p
/A
J
a)
QN
N
V♦
Q
Z
>
3 W
00
Gzw�W6
N
J
Z
W
Cm
0
U.
O
Y
ZO
LL
Z
W
a
00
v
z
O
Qa
LEGAL DESCRIPTION
LOT 46, ACCORDING TO THE PLAT OF WATERSONG P.U.D.
PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE
34, A-D, PUBLIC RECORDS OF SAINT LUCIE COUNTY,
FLORIDA.
Z
0
GENERAL NOTES
1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
CENTERLINE OF WATERSONG WAY HAVING A BEARING OF
N24028'24"W, ACCORDING TO THE PLAT OF WATERSONG PUD,
w
PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34,
H
PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA.
Q
2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
BEEN LOCATED AND SHOWN HEREON.
0
zN
r3V
3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
a?
BEEN LOCATED ON THIS SURVEY.
U O
�wZ¢
Z J
�wWW5E�
4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
LL
Z
�>F
„ „ „
IS IN ZONE AE-6 , AE_-7 , AND VE-11„ ACCORDING TO THE
(D
00 ow o !~
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C
N NOQ�
0194 J, EFFECTIVE DATE FEBRUARY 06, 2012. THE EXACT
} W
w'w
DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION
Z
? ZiK��
CERTIFICATE.
U) Q 0
F<om
5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
Z
O Q
Z UZin-
> Now
SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
F- w Z
N woZ'0
SURVEYOR &MAPPER.
V m O
0 ao a
~
Z
6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
' V
LL
W 5
w r3z
OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD,
a wo�
OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY
W 06
n
ACT DEEDS.
U LU �.
Z
>_ oZ W 0
I-
Q O z
o <Z2wzo
7. THE LAST DATE OF FIELD WORK WAS MAY 08, 2018.
U
o woo
Z>
J 0
U
maw
8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
o&0
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
W
�oaw
D:X7 m
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
Q
wi!
OJ
§ooaa
9. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED ON
U N
jaa.
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
�&iXl�
aaow
10. THE EXPECTED USE OF THE SURVEY AND MAP IS
RESIDENTIAL.
-
DRAWN BY: CA
11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
STATES STANDARD, IN FEET AND DECIMALS THEREOF.
CHECKED BY, CA
St. Lucie County
DATE: 05/12/2018
HDRIZONTAL SCALE:
GLOBAL POSITIONING SYSTEM (GPS) NOTES
1`=30'
1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK)
NOT VALID WITHOUT THE SIGNATURE
2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA -12
AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
CHANNEL (L1 & L2).
MAPP ,
�jd�
3. THE ORIGINAL GPS RTK MEASUREMENTS, NOVEMBER 27, 2017. TWO
�ao.��7
TOPCON DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SKI (REAL
„
TIME MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA.
SEAL ✓
TYPICALLY A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL
STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS,
IMPROVEMENTS AND/OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT
THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION
INFORMATION ARE DETERMINED VIA RADIO / MODEM LINK WITH THE BASE
C H A RLE S ARNOLD
STATION AND RECORDED AS THREE DIMENSIONAL (3D) POSITIONS.
PROFESSIONAL SURVEYOR & MAPPER
4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING
FLORIDA LICENSE NO. 4971
_
CARLSON SURVEY STANDALONE, SURVEY +.
5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS:
PRINTED DATE
SHEET 1 OF 1
HORIZONTAL: 1OMM + 1PPM (RIMS)
VERTICAL: 20MM + 1PPM (RIMS).
PROJECT N0.18-528