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LB # 7903
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BLOCK 6
OCCUPIED
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SET NAIL &DISK I
LOT 5 LB # 7903
BLOCK 6 BENCHMARKS
ELEV. = 18.72' I \
VACANT
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I 18.50
41
FND 3/B IR
NO ID
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LOT 4
BLOCK 6
OCCUPIED
FND 5/B IRC I
— — UNREADABLE
LOCATED IN SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST
SAINT LUCIE COUNTY, FLORIDA
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18,6 1 18, I DRIVE
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18,39
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s FND 3/B IR 96
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FND 3X3 CM � FND 3I8IR
NO ID 40.0' 25.0' f NO ID
FND NAIL 8 DISK
LB # 7903
LEGAL DESCRIPTION
THE SOUTH 473.51 FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 13, TOWNSHIP 35
SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; LESS AND EXCEPTING
THEREFROM THE SOUTH 321 FEET, AND LESS ROAD RIGHT OF WAY FILED IN
DEED BOOK 156 PAGE 99, AND LESS I-95 RIGHT OF WAY IN OFFICIAL
RECORDS 247, PAGE 2200, PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA.
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18,52
PARCEL # 2313-422-0001-000-0
G. SMITH
1828 COPENHAVER ROAD
OCCUPIED
N 89°57'22" W
��-
630.68'M&C
PARCEL # 2313-422-0002-000-7
N. MACIAS
1840 COPENHAVER ROAD
OCCUPIED
FFE = 20.0'
MILLINGS 17 86 X N 89°57'22" V
DRIVE
636.02'M&C
GLOBAL POSITIONING SYSTEM (GPS) NOTES
LESS AND EXCEPT
PARCEL # 2313-422-0003-000-4
A. sTRAcuzzl
1862 COPENHAVER ROAD
OCCUPIED
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON A
BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L—BAND RECEIVER. A/C
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL BM
STAl10N WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, C
IMPROVEMENTS AND CONTROL ON THE PROJECT. CBS
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING C/L
CARLSON SURVEY 2018. CM
4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY CONC
EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE DEG OR '
CODE (F.A.C.) IbJ-17-051. ELEV
FFE
FND
ID
TREE SURVEY May 12 2020 IP
19-525 MACIAS 1840 COPENHAVER RD., FORT PIERCE IR
IRC
Point Northing(Y) Easting(X) Elev(Z) Description'. .DIAMETER DRIP Lg
102 1126776.32 854191.84 18.51 DOUBLE OAK 21 �� 30 LS
103 1126804.39 854008.24 18.52 OAK 37.5" 60'
104 1126775.92 853958.09 18.46 OAK 38" 50' M
105 1126732.53 853945.35 19.15 OAK 54.5" 60' MON
186 1126701.49 853846.19 19.02 OAK 44.5" 60' MHWL
355.6'
356.T
18,20
� 17,62
STREET ADDRESS
1840 COPENHAVER ROAD, FORT PIERCE, FLORIDA 34945
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ORANGE AVENUE
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OKEECM°0� 772 SITE Cltt ROAD
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PRIMA VISTA BLVD.
LOCATION MAP
NOT TO SCALE
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FND 5/B IRC
X 17,60 LB # 8169
-- � 17,28
x
v
c�i � X 6' METAL FENCE (CLEAR)
�� 17.56 53.6' '�
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EXISTING BUILDING PAD
LEGEND &ABBREVIATIONS
ARC LENGTH NAVD
AIR CONDITIONER NO OR #
BENCHMARK NTS
CALCULATED FROM FIELD MEASUREMENTS OHP
CONCRETE BLOCK STRUCTURE ORB
CENTERLINE P
CONCRETE MONUMENT PG(S)
CONCRETE PLS
DEGREE POB
ELEVATION POC
FINISHED FLOOR ELEVATION PRM
FOUND PSM
IDENTIFICATION NUMBER R
IRON PIPE RLS
IRON ROD R/W
IRON ROD &CAP
LICENSED BUSINESS &
LICENSED SURVEYOR
MEASURED DATA �
MONUMENT
MEAN HIGH WATER LINE
_5�--a, 18,58 X
I O �_
NN I n -Drjz
O X 18,86 W O° � D r <
� PROPOSED � N -' � m � � m
pp 1 STORY METAL O (A> � n � m T1
BUILDING � Qo X O D � N
MINIMUM FFE =19.0' � n � O O
X �� D
w �. ='m -I
_ a� m
_.�0, is,o9 56.6': 16,06 m
N
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LB # 8169
M M 2.3"N
15,82 15,48
FARM FENCE (CLEAR) FND 3X3 CM
NO ID
BENCHMARK
ELEV:.= 17.24'
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GENERAL NOTES
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL
NORTH AMERICAN VERTICAL DATUM 2 ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING
NUMBER FLORIDA LICENSED SURVEYOR &MAPPER.
NOT TO SCALE
OVERHEAD UTILITIES 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A
FLORIDA LICENSED SURVEYOR &MAPPER.
OFFICIAL RECORD BOOK
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF COPENHAVER ROAD
PLAT DATA HAVING A BEARING OF S00'02'15"E, ACCORDING TO THE PLAT OF PARKWAY GROVE ESTATES, AS
PAGES) RECORDED IN PLAT BOOK 12, PAGE 30, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA.
PROFESSIONAL LAND SURVEYOR 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE
POINT OF BEGINNING FL000 INSURANCE RATE MAP, COMMUNITY PANEL N0. 12111 C 0167 J, EFFECTIVE DATE FEBRUARY 16,
POINT OF COMMENCEMENT 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE.
PERMANENT REFERENCE MONUMENT 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
PROFESSIONAL SURVEYOR AND MAPPER
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND
RADIUS DECIMALS THEREOF.
REGISTERED LAND SURVEYOR
RIGHT-OF-WAY 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON.
WATER METER 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY.
AND 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND
AT SURVEYED OR LAND OF OTHERS.
DELTA 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY,
UTILITY POLE EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS.
12. THE LAST DATE OF FIELD WORK WAS MAY 11, 2020.
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DRAWN BYI CA
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DATEI JUNE 05, 2019
HORIZONTAL SCALEI
1'=30'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL5EAl 9FAF.LORIDA
LICENSED�� RVEYOK'&PER.
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CHARLES ARNOLD
PROFESSIONALSURVEYOR &MAPPER
FLORIDA LIC NSE NO 971
P�
D DATE
SHEET 1 OF 1
PROJECT N0. 19-5z5