HomeMy WebLinkAboutFormboard SurveyRECD EY LEGEND &ABBREVIATIONS
A ARC ENGTH OHP
A/C AIR C NDITIONER ORB
LOCATE® IN ST. LUCIE COUNTY, FLORI®A CBS CONCRETE BLOCK STRUCTURE p
, CCCL COASTAL CONSTRUCTION CONTROL LINE
PB
C/L 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 IPE R/W
IR IRON ROD TYP
0' 20' 40' 60' IRC IRON ROD & CAP WR
_ LB LICENSED BUSINESS &
1� LS LICENSED SURVEYOR
M MEASURED DATA L1
MON MONUMENT
N&C NAIL ND CAPS
NAVD NORTH AMERICAN VERTICAL DATUM ss
NGVD NATIO14AL GEODETIC VERTICAL DATUM
NO OR # NUMBER 11 -21
Q 9'N1 NTS NOT TO SCALE
\ 6'I E7
\ S55,.''� FND 4"x4"
\C3 DNR CM
\ "R-64
\ o
\\ N 13.62
FL OD ZONE VE-8
LINE
BEARING
IDISTANCE
WESTERLY MOST
DUNE GRASS
\
x i1.7�/
1-3
IS 24°28'24" El
21.30'
L4
S 22'28 17 E
18.88
\ \
/ 113.75 ,5
TRACT "B" \ .49
OVERHEAD UTILITIES Closure Report Jul 13 2020 LOCATION MAP V 0
OFFICIAL RECORDS BOOK NOT TO SCALE Z cov >
PLAT DATA Northing Easting Bearing Distance f,� "' a
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a �+ w r1
PLAT BOOK NOT TO SCALE !D y� a. al
PAGE(S) 1112552.643 895789.744 \ al 10
PROFESSIONAL LAND SURVEYOR N 34949'24" W 263.503 m U
POINT of BEGINNING 1112768.957 895639.271 ., � W 2
POINT OF COMMENCEMENT S 25`34'00" E 280.57tj `• W ® F mUj
PERMANENT REFERENCE MONUMENT 1112515.856 895760.356 > } w ��
PROFESSIONAL SURVEYOR AND MAPPER p u.-a Vl
S 17'S6'37" 'E 1274.417 � A w z o W
RADIUS 1111303.426 896152.981 `� m N o
D. 2 ,
REGISTERED LAND SURVEYOR s 42"09'03" E 615.501 �o co y >- o RIGHT-OF-WAY 1110847.107 896566.034
�� U)Q z 3 W Co f
TYPICAL a >z hanrsono Z w X❑
WATER METER N 24°28'23" W 1873,893 SITE ® O _'
AND 1112552.642 895789.744
4 V) N
`` G' J W a z ti
n
AT n ) )f FW NbTA BLW �� ® U. O Y
DELTA Closure Error DistanCe> 0.00149 Error Bearing> N 34 49 24 W Z ; z u1
00 UTILITY POLE Closure Precision> 1 in 2892494.1 Total Distance> 4307.888 �/ c o
0.
FIRE HYDRANT Area: 206104 Sq �ft, 5 acres (l'q 1k w d
SEWER MANHOLE STREET ADDRESS f P( °jai Q
BACKFLOW PREVENTER
IRRIGATION VALVE 4868 WATERSONG WAY, FORT PIERCE, FL 34949
CLEAN OUT 'LA , 0. 0,00
SEASONAL HIGH WATER LINE -,A LEGAL DESCRIPTION
LOCATED ON 6/30(2020 _ � ,56
NAVD OF 1988 AT ELEV 5.3' LOT 31, ACCORDING TO THE PLAT OF WATERSONG P.U.D. PLAT
EASTERLY MOST NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, A-D,
DUNE GRASS �� PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
PAEAN HIGH WATER LINE\
/ LOCATED ON 6/30/2020 \ n x 5,40 / NAVD OF 1988 AT ELEV 0.5' o p ` GENERAL NOTES
\
O,oOO 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
RESIDENTIAL.
4,
50
8.65 "V`1 6 (5. 1 0 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS
�565"3 \ OO Z NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
MAPPER.
3• i% 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
\ \ 2m SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED
SURVEYOR & MAPPER.
\ 0 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE
90 SEA TURTLE 0, 1 CENTERLINE OF WATERSONG WAY HAVING A BEARING OF
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TOE OF SLOPE 13. I ,7 NEST \ S24`28'24"E, ACCORDING TO THE PLAT OF WATERSONG PUD, AS
NAD g�eo US SURVEY FEET (TYP) 77
FLORIDA STATE PLANE Coon \ 1 10.8 \ j/ 3 64 RECORDED IN PLAT BOOK 42, PAGE 34, PUBLIC RECORDS, SAINT \ \ 5.46
N 1112769.447 \ .17 .5 LUCIE COUNTY, FLORIDA. p
E 895639.022 .,. \ 1 2 . _ _ ,,; _ __._ti _ c�,m- - 1 �` ,: g � aa
14,2 �4n 0 15l a. .,, 5,.! FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROIsERTY U 0 uN
FND CM # 94-77-AI6 `x -t `�" " '" td gal Ton env j
FND 4X4 CM _j x x
FLOOD ZO)VE AE-6 IS # 4971
10' UTILITY EASEMENT BENCHMARK
ELEV = 4.72'
FND % IRC 4,:
LB # 4286 4.64
FND %8 rBc 2�
v� 10, LB # 4286 pQ `
4,38
\ S / 4,6 6la J2 �o!
�T #4 /
\ x 3,3 /O (k L4,36 9 ` 5,10
0
\ ®1-0 �� h III �O
G� \ 4.76 rYC� G S
FND NAIL. & DISK 10 C) LB
9
LB # 4286 '` 4.92 4.63 ,SS O
2 �A t n BENCHMARK
c) Off\ CA ELEV = 4.73'
O<
6,2N�'`o T
o ��tp 0 0
C1
c� A o
��p G FND %
LB # 42�1
Q�
FLORIDA STATE PLANE COOR
NAD sY90 US SURVEY FEET (TYP) N
N 1111303.426
E 896152-980
A-16
FND CM # 94-77-16
WESTERLY MOST
DUNE GRASS
JS IN ZONES AE-6 AND.. VE-8 ACCORDING TO THE FLOOD Z U.� o
/ INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0194 K, Z 9m
j x 5J3 / EFFECTIVE DATE FEBRUARY 19, 2020. Ur Ao6
\.3rp OZa
12.03 sg5 $` / 6. FLOOD ZONES SHOWN HEREON ARE AN INTERPRETATION BY W w��
DUNE GRASEASTERLY S MOST
SEASONAL HIGH WATER LINE J THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD t°a
LOCATED ON 6/30/2020 ZONES SHOULD BE VERIFIED BY A DETERMINATION AGENCY. ? COMM
7x 61 NAVD OF 1988 AT ELEV 5.3'
�UZ c�N�
7. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL Q U Q } Ow"
>�s
DATUM (NAVD) OF 1988. CONVERSION TO NATIONAL GEODETIC f- pp Z W
VERTICAL DATUM OF 1929 (NGVD 29) IS (+1.49'). Q < O J z=9g
\ V Q I- O �Flo5
8. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED Ii" O � t'
10,75 STATES STANDARDS, IN FEET AND DECIMALS THEREOF. I �1Z'
W Q F- m yoz8
x 10.91 \ 9. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE U co
\ BEEN LOCATED AND SHOWN HEREON. Z
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U Z In InW,wm
10. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT J Z WT,G'w
BEEN LOCATED ON THIS SURVEY. Q O M0�2
U) W rc z E
11. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND O I=
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF O JZ
OTHERS. U 965
� a=�
12. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS °
OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD,
®DZONE, .B OCNERSHIIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY
1.0
13. THE LAST DATE OF FIELD WORK WAS JANUARY 13, 2021.
47746��FyND
FFE 7.6'
GARAGE=6.0' /� \ �14. ALL DEBRIS WILL BE REMOVED FROM THE SITE AND
LB86 6 "All DEPOSITED AT AN APPROVED UPLAND DISPOSAL SITE.
LB # a2ss "3\�3 / \ \ \ TRACT A
,9 BENCHMARK
DRAWN BY: CA
CHECKED BY: CA
DATEI 05/12/2018
HORIZONTAL SCALD
1'=20'
ELEV = 4.72 1
N 1112539.47 � TOE OF LOPE \ OLD COASTAL CONSTRUCTION
o E 895812.22 FLO pD ZONE A j\ \ CONTROL LINE PB. 19 PG. 8 GLOBAL POSITIONING SYSI EM (GPS) NOTES
G LOT 33 / \ CCCL (1972)
.� \ 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
N < J/ OCCUPIED \ CARLSON BRX-6+, 372 CHANNEL GLASS ATHENA, WITH ATLAS L-BAND
o� OR►DA STATE PLANE COOR i N \ RECEIVER.
�O a NAD $e0 US SURVEY FEET (TYP)
N 1111886.568 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
E 896061.463 N65/ IZ \ CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
FND $' IR, NO ID N'5 �kA \ O-� MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT.
\ 3. GP5 SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
91Proa \
USING CARLSON SURVEY 2018.
oo \\ \ 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS
\ SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA
LFFND%I C 6�.C� FND%IRC ADMINISTRATIVE CODE (P.A.C.) 5J-17-051.
4286
UNREADABLE
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF A FLORIDA
LICENSED SURVEYOR & MAPPER.
' SEALd,
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA �LICCEENSESE NO.. 497711 ~ PRINTETJ D
SHEET 1 OF 1
PROJECT NO,20-522