HomeMy WebLinkAboutSurvey, form boardFND NAIL & DISK
UNREADABLE
ELEV = 22.45'
/_�_204.87'
S 89054'44" E
FND NAIL & TT 5T. LUCIE AVENUE
BENCHMARK
ELEV = 21.98' PER PLAT
21,75
80.00' 21,89
GA PIEWA
20' A5PIIALT S 89054'44" E 55' RIW
x 21.21
170.00' S 89054'44" E
FND 2" IP FND 5/8 IR
NO ID NO ID
21,92
X
80.00,
S 8 °54'44" E
b
T 22.0 X 6
Lx i
FND NAIL & TT FND NAIL & DISK
BENCHMARK LB # 7903
ELEV = 21.72' BENCHMARK
21.63 ELEV = 21,71'
21.86 533.70'
S 89054'44" E
21.62
x 21.17
03"'
FND 518 IRC
LS # 4598 24.78
(SEPTI ARE4)
IN FRON YARD
X 20.75
498.51' S 89054'44" E
/
UJ
-
- mom,
11.5'
LLI
-
LOT 17 N
N OPFN
46.OR
LOT 16
N
x 2 15 LOT 16
o
BLOCK 111 M
O i z.oa'
o
EXISTING: FORMBOARDS
o
$
O
BLOCK 111
VACANT
o
-
TOP ELEV. 24.1'
a
o
OCCUPIED
Z
Z
FFE - 24.6' o
11.6'
67.W
4'
'
0
X 2150
e.00
FND 518 IRC
co 75.0'
SET 5/8 IRC
"MITCHELL"
1 r
LB # 7903 WELL
ELL
- - '��T
10' D & UE 20 85 20.7
80.00'
10'D&UE
GLOBAL POSITIONING SYSTEM (PPS) NOTES
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
CARLSON BRX-6, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND
RECEIVER.
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.
4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS
SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA
ADMINISTRATIVE CODE (F.A.C.) 5J-17-051,
CERTIFIED TO:
HENRY N. OCf10A,
S 89055'31"
— OHP — OHP — OHP — OHP —
LOT 2.3 & 4 W LL
BLOCK 111
OCCUPIED AS ONE
FFE - 22�
�%I TIC AREA)
ANO�'�S Jf 09,YAPD
so Urn
C h S Arg, I ,
Profesr" faur6�6MC`
FLORID�As,
Record Survey For:
henry N . Ochoa
5TREET ADDRESS:
bbU1 PENNY LANE, FORT PIERCE, FL 34951
LEGAL DESCRIPTION:
LOT 16, BLOCK 111, ACCORDING TO THE PLAT OF
LAKEWOOD PARK UNIT 9, AS RECORDED IN PLAT BOOK
11, PAGE 27,A-D, OF THE PUBLIC RECORDS OF SAINT
LUCIE COUNTY, FLORIDA.
LEGEND * ABDREVIATIONS:
0' 30' 60,
GRAPHIC SCALE IN FEET
A
ARC; LENGTH
ORB
OFFICIAL RECORDS BOOK
A/C
AIR CONDITIONER
P
PLAT DATA
BSL
BUILDING SMACK LINE
PR
PLAT BOOK
C
CALCULATED FROM FIELD MEASUREMENTS
PCP
PERMANENT CONTROL POINT
CBS
CONCRETE BLOCK STRUCTURE
PG(S)
PAGE(S)
CONC
CONCRETE
POI3
NYNT OF BEGINNING
CM
CONCRETE MONUMENT
POC
POINT OF COMMENCEMENT
CA
CENTERLINE
PSM
PROFESSIONAL SURVEYOR & MAPPER
D&UE
ELEV
DRAINAGE &UTILITY EASEMENT
ELEVATION
R
R/W
RADIUS
RIGHT OF WAY
FFE
FINISH FLOOR ELEVATION
TOB
TOP OF BANK
FND
FOUND
TOS
TOE OF SLOPE
€D
€DENTiFICATION NUMBER
ZN
UE
UTILITY EASEMENT
IP
PIPE
ELEVATION (TYPICAL)
IR
#RON ROD
WATER METER
IRC
IRON ROD & CAP
SEWER MANHOLE
LB
LICENSED BUS€NESS
UTILITY POLE
LS
LICENSED SURVEYOR
Q
DELTA
M
MEASURED DATA
((T�jY
ELECTRIC SERVICE BOX
NAVO
NORTH AMERICAN VERTICAL DATUM
TELEPHONE SERVICE BOX
OHP
OVERHEAD UTILITIES
GENERAL NOTE5:
1.
THE EXPECTED USE OF THIS SURVEY AND/OR MAP
IS RESIDENTIAL.
2.
ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED
BY THE SIMNG FLORIDA
LICENSED SURVEYOR & MAPPER.
3.
REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA
LICENSED SURVEYOR & MAPPER.
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF PENNY LANE HAVING A BEARING
OF S89'54'44"E, ACCORDING TO THE PLAT OFLAKEWOOD PARK UNIT 9, AS RECORDED IN PLAT BOOK 11, PAGE 27,
I 20.95 x 21,23 10' 0 & UE1 PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA.
x 21,23
5, FLOOD NOTE., BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD
0HP — OHP -�I , UEOHP OHP —0 INSURANCE RATE MAP, COMMUNITY PANEL NO, 12111 C 0070 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT
" DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE.
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
75.0' 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS
THEREOF.
S. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON.
\\ 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY.
\ 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED
OR LAND OF OTHERS.
,1 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF
/-� DIWD P R 9 0 * 4 R 0 Y CA 07/.Z7/; RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS.
REVISED FRONT ENTRY, BY CA DATE 2020 01 14 12. THE LAST DATE OF FIELD WORK WAS JULY 27, 2020.
DATE SIGNED
2
COPYRIGHT ARNOLD SURVEYING, INC.
ALL DRAWING5 OR DOCUMENTS AND COPIE5 Tf1EREOP ARE IN5TKUCTIONS
OF SERVICE AND REMAIN TLiE PROPERTY OF ARNOLD SURVEYING, INC.
Th1L REPRODUCTION OK UNAUT1OKI7LD USE OP TIE5E DRAWINGS OR ANY
OTh1ER PROJIrGT DOCUMENTS WITh10UT WRITTEN PER IS510N FROM
AKNOLD 5U1ZVI=YING, ENC, 15 STRICTLY PROHIBITED. TM15 DRAWING OK
DOCUMPNT 15 PROTECTED 8Y I`LDI RAL COFYRIGIIT LAWS,
JOB NO. 19-546
DATE: 01 /05/2020
SCALE: 1 "=30'
DRAWN BY: CA
REVIEWED BY: CA
Arnold Surveying, Inc.
PROFESSIONAL SURVEYORS AND MAPPERS
FLORIDA LICENSED BUSINESS NUMBER 7903
4888 N. KINGS HIGHWAY #425, FORT PIERCE, FLORIDA 34951
24 VERDE VISTA, FORT PIERCE, FLORIDA 34951
(772) 708-1819 SURVEYCASI -SURVEY. COM