HomeMy WebLinkAboutSurveyLEGEND & ABBREVIATIONS
A
ARC LENGTH
OHP
A/C
AIR CONDITIONER
ORB
CBS
CONCRETE BLOCK STRUCTURE
P
CCCL
COASTAL CONSTRUCTION CONTROL LINE
PB
CA
CENTERLINE
PG(S)
CONC
CONCRETE
PLS
CM
CONCRETE MONUMENT
POB
DEG OR
DEGREE
POC
ELEV
ELEVATION
PRM
FFE
FINISH FLOOR ELEVATION
PSM
FND
FOUND
R
ID
IDENTIFICATION NUMBER
RLS
IP
IRON PIPE
R/W
IR
IRON ROD
TYP
IRC
IRON ROD & CAP
Rp
LB
LICENSED BUSINESS
&
LS
LICENSED SURVEYOR
M
MEASURED DATA
MON
MONUMENT
N&C
NAIL AND CAP
'c�
NAVD
NORTH AMERICAN VERTICAL DATUM
ss
NGVD
NATIONAL GEODETIC VERTICAL DATUM
NO OR #
NUMBER
IV
NTS
NOT TO SCALE
OVERHEAD UTILITIES
OFFICIAL RECORDS BOOK
PLAT DATA
PLAT BOOK
PAGE(S)
PROFESSIONAL LAND SURVEYOR
POINT OF BEGINNING
POINT OF COMMENCEMENT
PERMANENT REFERENCE MONUMENT
PROFESSIONAL SURVEYOR AND MAPPER
RADIUS
REGISTERED LAND SURVEYOR
RIGHT-OF-WAY
TYPICAL
WATER METER
AND
AT
DELTA
UTILITY POLE
FIRE HYDRANT
SEWER MANHOLE
BACKFLOW PREVENTER
IRRIGATION VALVE
CLEAN OUT
FND
LB #
NAIL & DISK
4286
FLORIDA STATE PLANE COORDINATE
NAD 8 90 US SURVEY FEET
\CO
N 1112889.589
0
SITE PLAN
LOCATED IN ST. LUCIE COUNTY, FLORIDA
0
Ti
SEASONAL HIGH WATER LINE / 0.0
LOCATED ON 1/27/2020 —�
NAVD OF 1988 AT ELEV 5.3'
\o
E 895800.625
NO MONUMENT FND S,
XX & \ 4.5
M 5,3 3,
LINE
BEARING
DISTANCE
1-1
IS 25°42'00" E
T4.78'
L2
S 26°40'39" E
25.24'
MEAN HIGH WATER LINE
LOCATED ON 1/27/2020
NAVD OF 1988 AT ELEV 0.5
0 CONTOUR LINE
NOT TO SCALE
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LOCATION MAP
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R0%J _N
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STREET ADDRESS
4824 WATERSONG WAY, FORT PIERCE, FL 34949
LEGAL DESCRIPTION
LOT 37, 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.
\ O FLOOD ZONE 1TL-19 -7
002<� \ 6 GENERAL NOTES
\ �0����� l / 56 < �Z 1. THE BEARINGS SHOWN HEREON'ARE REFERENCED TO THE
< y< 1 \ 2 , CENTERLINE OF WATERSONC WAY HAVING A BEARING OF
0.0 i N24-28'24"W, ACCORDING TO THE PLAT OF WATERSONG PUD,
13 C>
b 0-1 / 5, 5 PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34,
\Nj EASTERLY MOST PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA.
\ x 3, o
�G DUNE GRASS 0 s \ <� 0 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE
t-�\ BEEN LOCATED AND SHOWN HEREON.
0.� \ \ \ �X 8.0 0 5,4 3 \ �� 3_ UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
f 10 \ �22.z� y\ \ 39s BEEN LOCATED ON THIS SURVEY.
Z
NE AE'6 9'1 / x -,4,.' FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
D G
IS IN AE-6 , AND VE-9 ACCORDING TO THE
FI'®OD Z \ //N653� e \ 5A 0.0 FLOOD ZINSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C
0194 K, EFFECTIVE DATE FEBRUARY 19, 2020. THE EXACT
9 70 12,Ox x
31 x 4,4 5 DESIQNATION CAN ONLY BE DETERMINED BY AN ELEVATION
1 5 o u1 / \ 6.3r CERTIFICATE.
MEAN NIGH WATERLINE
5.35 LOCAT oN 1/27/2020 5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
<i Zo \ E \ / oq Z m // /� NAVD O 988 AT ELEV 0.5'
�''> \ FLORIDA STATE PLANE COORDINATE /
�� 6, OOD ` 83 p G� c 7.1 SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED
L NAD /o US SURVEY FEET . �Z7• x 5A SURVEYOR & MAPPER.
00� N F \ / N 1112411.535 �0 9� , �U, cOn� L51 �
no \ �� E 896013.915 5,2 \ & 2• , 8,1 \ 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
1 OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD,
O \ \ O. \ FND %" IRC, LB # 4286 6.2 z x 1 3 a x
O< 9��� ci`0 \ G BENCHMARK, ELEV. = 6,20' ' 14.0 X 8.2 OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR
< 61 \ �� MURPHY
��<�� o \ LOT37 \ I ACT LpEEDS.
1
. (p VACANT Ao3 w N6`'° �8.4 SEASONAL HIGH WATERLINE 7. THE LAST DATE OF FIELD WORK WAS JANUARY 27, 2020.
x 5,7 6, LOCATED ON 1/27/2020
FLORIDA STATE PLANE COORDINATE 1 N� NAVD OF 1988 AT ELEV 5.3'
\ 12 -A 7.8 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
��� NAD 8%90 US SURVEY FEET OTHER THAN THE SIGNING (,1 � � TT, Nam, ��\ N 1112357.420 ,�30 5 6, � � g�' 6,3 � S ' . <� 11,91 8 �q ,
PARTY OR PARTIES IS PROHIBITED
1� Or�\moo E 895895.071 �03�'3 LOT37 m \� \ N 1 ' 4 x 1 x WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
2 FND /8 IRC, LB # 4286 Nr0 Nm VACANT 8,0
GG IR 8.5 9. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED ON
tT 4 \ 5R0 No _0 q01 �, LB 4 6
os�9 EASTERLY MOST NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
04 G� G�
cr\ 45,1 ��a�YxY � �5��G� g4�o eT� .0 5,1 a 1�5 � \ DUNE
7.8�SS /f`(O VD 29)NST(+N49) NAL GEODETIC VERTICAL DATUM -0F 1929
cp COVERED S 1oa 13a 6 o
1rr;s G Aa �, 0 10. THE EXPECTED USE OF THE SURVEY AND MAP IS
1z AI i9 x 10,9
2
fi � ,
A. G 0 • E ,
� 13 1`36 51 -� � \ / RESIDENTIAL
x 5.0 \ ' ' g, 3a2 . `65 x 5, PATIO 5 \`L0 11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED
1' \" FFF--7.5 /s N
\71 m� O. ,—� BALCONY 42 13.7x 13 / STATES STANDARD, IN FEET AND DECIMALS THEREOF.
1A' o LOT' ABOVEABOVE \ O
4.6 / \ °� FND % IRC VACANT
\ \ LB # 4286 x 5.6 \ Pl. FLORIDA STATE PLANE COORDINATE
\/ 1•36\ BENCHMARK \ 5,NAD 8Ygo US SURVEY FEET GLOBAL POSITIONING SYSTEM (GPS) NOTES
,Lay$ ELEV = 4.75' g8 / x 5,0 '�, N 1112301.966
x 4,8 N \ �29 ,36°E x 5,9 ` E 896063.054 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
-`3 1Ae 31 \ FND %' IRC, LB # 4286 FLOOD ZONE VE-9 CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND
\, 3 �1.98 x 5.3 S RECEIVER
24.2
D 2.4 M
J
I RETENTION PO D
4.72 \
\ is 4.68
3.65
1j 2,2 4,0
DROP
INLET 2
4
x 5,63
2, TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
O�Z<o / CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
/ LOT 39 ;A\ ,�,��
5,20 FND S/ IRC OCCUPIED �Q O / MONUMENTS, _ IMPROVEMENTS AND CONTROL ON THE PROJECT.
LB # 4286
BENCHMAR <� �< < \ 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
ELEV =4.53' % 2� O USING CARLSON SURVEY 2018.
\ x 5.1 % OWN ✓ 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS
�\ o Lo SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA
c' ADMINISTRATIVE CODE (F.A.C.) 5J-17-051.
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DRAWN BY: CA
CHECKED BY: CA
DATEI 05/12/2018
HORIZONTAL SCALE:
1'=30'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF A FLORIDA
LICENSED SURV„FYOR & MAPPER.
vR SEAIr
CHARLES"AE2NOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICENSE NO 4971
SPR TEED D E
SHEET 1 OF 1
cF ROJECT NO.18-530
6 FILE COPY
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