HomeMy WebLinkAboutFormBoard SurveyLEGEND &ABBREVIATIONS
A
ARC LENGTH
A/C
AIR CONDITIONER
CBS
CONCRETE BLOCK STRUCTURE
CONIC
CONCRETE
DEG OR
DEGREE
ELEV
ELEVATION
FFE
FINISHED FLOOR ELEVATION
FND
FOUND
ID
IDENTIFICATION NUMBER
IP
IRON PIPE
IR
IRON ROD
IRC
IRON ROD & CAP
LB
LICENSED BUSINESS
LS
LICENSED SURVEYOR
M
MEASURED DATA
MON
MONUMENT
N&C
NAIL AND CAP
NAVD
NORTH AMERICAN VERTICAL DATUM
NGVD
NATIONAL GEODETIC VERTICAL DATUM
NO OR #
NUMBER
NTS
NOT TO SCALE
OHP
OVERHEAD UTILITIES
ORB
OFFICIAL RECORDS BOOK
P
PLAT DATA
PG S
PAGE(S)
PLS
PROFESSIONAL LAND SURVEYOR
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
PRM
PERMANENT REFERENCE MONUMENT
PSM
PROFESSIONAL SURVEYOR AND MAPPER
R
RADIUS
RLS
REGISTERED LAND SURVEYOR
R/W
RIGHT-OF-WAY
®
WATER METER
&
AND
Q
AT
DELTA
UTILITY POLE
PINE TREE "
0061I
0' 20' 40' 60'
i /'
LOTS 16A1VD 17
BLOCK 7-
OCCUPIED
FND 5/8"IRC
UNREADABLE
RECOR D SURVEY
600.24'
N 89*5527" E
FND 1/2"IP
(NO LD)
FND NAIL & DISK
LB#6790
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EXISTING
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SEPTIC
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EXISTING
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IRRIGATION I
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OCCUPIED I NOT TO SCALE
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11010 S atlw
GaAEKOd
x STREET ADDRESS
/15513 PINETREE DRIVE, FORT PIERCE, FLORIDA 34982
x R A 5
\ /I 1> 156 16� 1 16,80
! IB OD o LEGAL DESCRIPTION � x
&DLSlQ LOTS 41 AND 42, BLOCK 7, INDIAN RIVER ESTATES UNIT ONE,
PS #4971 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
x 10 PAGE 43 PUBLIC RECORDS OF CT LUCIE COUNTY FLORIDA
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g,2
oil
y0 4'AfETAL FENCE 1bb5
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= 16.99'
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PARCEL 3402-602-0258-000-4
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ID #
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300.12
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N 89 55 27
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FND5/8 azC
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CONTAINING 0.91 ACRES +/- st Lu le no. F
x 16.
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45.42' A/C
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N
GENERAL NOTES
SEPT[CAARGEA
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45.00'
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I
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
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RESIDENTIAL.
O LO 4I AND 42 21
w F,aSTMG W I 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS Q
B; OCK 7 C
OVERED
w 1 sTpRycBs w `� N NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR &
O CUPID
0wt
y RESIDENCE w ( I MAPPER. O ao=
Q o FFE =18.7 w M rn 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE LL Zg�
0 1204` M 1 ( 3°' J o SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED [w�N�
42.67' 6 6 %b 1/ z
^%- o 16.71 SURVEYOR &- MAPPER. Z�N
w8-
GW W 931. tib 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE >NZ
IV I � V�'
o CENTERLINE OF PINETREE DRIVE HAVING A BEARING OF ci ��K
53.3' S x 16.62 SOO'03'32"E, ACCORDING TO THE PLAT OF INDIAN RIVER ESTATES,°w30.0' 43•�' "�A/C UNIT ONE, AS RECORDED IN PLAT BOOK 10, PAGE 43, PUBLIC }000
m RECORDS, SAINT LUCIE COUNTY, FLORIDA.(ASSUMED DATUM) BW!o
CONCRETE / M v' Z = a
ExLSTING D�'E / i N 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY Q� 0 wso>
C FORMBOARDS. C <' `r 17.91 „ O¢ LL o
e TOPELEV_17.6 � � GRAVEL o IS IN ZONE X ; ACCORDING TO THE FLOOD INSURANCE RATE MAP, 'C� z LL Z0
04 o r
a DRIVE ® I COMMUNITY PANEL N0, 12111 C 0277 K, EFFECTIVE DATE a '��
/ v FEBRUARY 19, 2020. _ -z°Tw
GRAVEL I c I 6. ELEVATIONS IF SHOWN ARE IN NORTH AMERICAN VERTICAL !- a o°wo
5 . 30.0' 216.8'DREa 1 DATUM (NAVD) OF 1988, REFERENCE BENCHMARK ST. LUCIE Z o zwk
1.4 .► NAIL & Dl�K �S
"' SM#4971 COUNTY "TROY WITH AN ELEVATION OF 15.65'. Q 0
�6$k 2MI1 o libN 89 p5 " E 4.4� 300.12' 30 � � �T
2�gy
_6 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED W gZNw
tl-x- `x-x-x-x-.x-x-x-x- x-x-x-x- FND5/8"IRC oYZ�
x & E G can X 17,4 I STATES STANDARDS, IN FEET AND DECIMALS' THEREOF.
8u 4'A FENCIF 4'1 PSM # 4971 6� L� I Lu V O � S 8
/ " 16.68 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, 1F ANY, HAVE J Z000
BEEN LOCATED AND SHOWN HEREON. ffio
i� _
50.0' 19.5 aoao
I- 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT
0 o EXISTING I I BEEN LOCATED ON THIS SURVEY.
IRRIGATION x 16.38
tivELL / I 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF
=sTLvc
OTHERS.
\ ( SEMI I 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
o OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD,
OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY
'SOTS 43AND 44 w o ACT DEEDS.
DRAWN BY, CA
CHECKED BY, CA
DATE, 3/23/2015
HORIZONTAL SCALE,
1'=20'
N BLOCK L- - �- w o (o
o e (A 12. THE LAST DATE OF FIELD WORK WAS MARCH 22 2021
o _ OCCUPIED m w
w w
N1
m GLOBAL POSITIONING SYSTEM (GPS) NOTES
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
N CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND
co RECEIVER.
A
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
USING CARLSON SURVEY 2018•
600.24' 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS
N 89'5577" E saocacoaArBa SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA
caccuLArm ADMINISTRATIVE CODE (F,A.C.) 5J-17-051.
NOT VALID *TMCJWT irkjFPIGNATURE
AND 0 16� ./Q �Y,(jRIDA
LICE�yS P.
i
v
4971
loll%
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LIC NSE NO. 4 1
'3
PRI D DATE
SHEET 1 OF 1
PROJECT NO. 15-509