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LOCATED IN SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST \o A,A Q w
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SAINT LUCIE COUNTY, FLORIDA 95 _ " V �; M CO
FND 5/8 IR FND 5/8 IR x IZ z w o U
NO ID N 00° 15°30" W `�LL
7 PARCEL # 2313-123-000?-000-? OUT of RANGE NO ID ORANGE AVERUE w Q LU F v LU
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FIRE 100.08' GEMS AND JEWEL'S W _ O
HYDRANT 17 q CONCRETE 1260 COPENHAVER ROAD A107'2J o a
7,0 DRIVE 17.44 OCCUPIED ( FFE=18.2') R17285.45 SITE \ _ C
1 c 18,18 p EXISTING o ° n co � 0 O�
17,76 16,8 DO 21 20.3® gyp° EDWARDSN RD. A T
INV4 17,36 WELL 75.0' 17,5 a J z a v-
1 3 N 89°40'42' E 216.661 SET 5/8 IRc DKEE „z �� ® Z 0 3 w °D
X�i WHITE CITY ROAD N _
SET NAIL 25.0 - LB # 7903 J ®� `^
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o' zo' 40' 60' & DISK -61 - - 17, - - 1/�4 x- x- x-x -x- x x -x -x -x 17,4 QOP° ° �'1 ram.
LB # 7903 FND 5/8 IR 17,0
15.19 NO ID S W LL® Y N W
I N V PRIMA V STA RIVD. ® 1L Z
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/1 STORY � 00
FRAME w LOCATION MAP
1 42 RESIDENCE NOT TO SCALE
oI I IN FFE = 19.3' STREET ADDRESS
I ® NOT OCCUPIED 239` 1310 COPENHAVER ROAD, FT. PIERCE, FL 34945
I - I I LEGAL DESCRIPTION
X 18.1
IV 32.8' �N COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4
® Z ✓ OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 13,
s. "� TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA;
LEGEND & ABBREVIATIONS I I I N N 339 rA 7 �-A THENCE TURN AND RUN EASTERLY, A DISTANCE OF 25.00 FEET TO
--�80.6' 32.8' X 17.6 \ G'A � A POINT ON THE EAST RIGHT OF WAY OF COPENHAVER ROAD, ALSO
A ARC LENGTH y BEING THE POINT OF BEGINNING; (MISSING CALL ADDED BY
A/C AIR CONDITIONER W= oHP- oHP - 17.8 x 18,5 �� SURVEYOR); THENCE RUN NORTH 320 FEET TO A POINT; THENCE
BM BENCHMARK i 1�.9 �) TURN AND 'RUN EASTERLY 216.66 FEET TO A POINT ON THE
WESTERLY RIGHT OF WAY OF INTERSTATE 95; THENCE TURN AND
C CALCULATED FROM FIELD MEASUREMENTS 17.9 o O ® RUN SOUTHEASTERLY ALONG SAID RIGHT OF WAY 243.36 FEET TO
C/L CENTERLINE I o X 8.4 DIRT X18,5 0 \
I DRIVE Q'p � �% �:oA A POINT; THENCE TURN AND RUN SOUTH 88.19 FEET TO A POINT;
CM CONCRETE MONUMENT o v THE THENCE TURN AND RUN WESTERLY, A DISTANCE OF 305 FEET TO
CONIC CONCRETE � I X 1 O \ ` CONTAINING NGINT 02.01EAICRESG MORE OR LESS
9, .� ,
DEG OR DEGREE
0*4e,58 ��
_ \ Co
OAK TREES 1 18.4 t9
ELEV ELEVATION oI 7, �,
SHELL c5► O 31 GENERAL NOTES
P I RA 'rD ES
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FIFE FINISHED FLOOR ELEVATION o DRIVE 6�•Q 1. THE EXPECTED USE OF THIS SURVEY' AND/OR MAP IS
FND FOUND C.3 I 39.0 %
FND 5%8 NAIL o I � RESIDENTIAL a ow
ID IDENTIFICATION NUMBER = o p 17.4, � SEPTIC 'I N p o
N IDS". ,,y', »�."I':: Pf\�rJP047E0... A 6 � wages
IP IRON PIPE jT1 - of x o AREA o o PROPOSED 1��' 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS a o
BENCHMARK ( REEN ARE _ a==
IR IRON ROD o 25.0 DRAINFIELD NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & J wrr
IRC IRON ROD & CAP ELEV. 17.98' I 17.2 39:U MAPPER. U-
41.7 +-350! Z a m
LB LICENSED BUSINESS I i 17,3 PROPOSED 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE -oo
LS LICENSED SURVEYOR �, FUTURE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR °z,
17.50 o CONCRETE
M MEASURED DATA 81.3' x A C PARCEL # 2313-123-0003-000-6 & MAPPER. w ugo
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W, MON MONUMENT ,. G. A LB �
<a :. ; 45.7 . ST H ERG �, �,
I 18,0 �380 17,65 � 4. THE BEARINGS SHOWN HEREON .ARE REFERENCED TO THE EAST � co -� ? ww-
N&C NAIL AND CAP 1 83 16.0 PROPOSED N PROPOSED N 1310 COPENHAVER ROAD LINE OF COPENHAVER ROAD HAVING A BEARING OF S00'15'30"E, Q o W
NAVD NORTH AMERICAN VERTICAL DATUM I 1 STORY CBS w
17,1 :CONCRET DRIVE oo OCCUPIED ASSUMED DATUM, SAINT LUCIE COUNTY FLORIDA.
< RESIDENCE �I I- ~=w
NGVD NATIONAL GEODETIC VERTICAL DATUM 40 ' I o ° F- U7 � B,
47' MINIMUM 5.. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS Q 5 N"-=
ZO
w 15.5 IN ZONE X , ACCORDING TO THE FLOOD INSURANCE RATE MAP, z Wal
NO OR # NUMBER I u, FFE = 19.8'
NTS NOT TO SCALE FND 5/8 RC d I COMMUNITY PANEL NO. 12111 C 0167 J, EFFECTIVE DATE FEBRUARY W
OHP OVERHEAD UTILITIES I I 17.5 X 17,8 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY I" W
ORB OFFICIAL RECORDS BOOK LS # 34 5� O I X 6.0 ^' Co p \ 18,0 AN ELEVATION CERTIFICATE. Cr- w ® Na!Prno
P PLAT DATA N ® { b rr U P 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL U O o °000
PG(S) PAGE(S) o I o o r' > O o DATUM (NAVD) OF 1988. W< O a W a}
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PLS PROFESSIONAL LAND SURVEYOR COVERED N O Q �° Z z rrwwo
M I SHELL ENTRY v 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES U p V7ate
POB POINT OF BEGINNING o 92' FND 3/4 IP O =',z3�
POC POINT OF COMMENCEMENT z DRIVE b o STANDARDS, IN FEET AND DECIMALS THEREOF. U S-ox9ma
PRM PERMANENT REFERENCE MONUMENT = r 73.4' 7, 37.7' 11.5' 181.3' NO ID �� 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN U �00D
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\� LOCATED AND SHOWN HEREON.
PSM PROFESSIONAL SURVEYOR AND MAPPER / _ I X 18,3 J �o,
R RADIUS ! W X 1811 °
M \ 9. UNDERGROUNDUTILITIES AND UTILITY SERVICES HAVE NOT BEEN F" 'Ono
RLS REGISTERED LAND SURVEYOR \ LOCATED ON THIS SURVEY. aa00
Cn \
R/W RIGHT-OF-WAY
® WATER METER 0Aj'�
® 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
® PROPOSED (0 \ 17 8 FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF
® AT AND
D WATER LINE 00 OTHERS.
-- 01
PARCEL # 2313-123-0005-000-0
A DELTA f ® I DID w 0) -\ 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE
_ o o J. McSWAIN N FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP,
UTILITY POLE I I i °- COPENHAVER ROAD �� .�I - ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS.
EM MITER END SECTION 16.8 VACANT
12. THE LAST DATE OF FIELD WORK WAS JUNE 26
2020.
'
DRAWN BY, CA
CHECKED BY, CA
DATE' APRIL 16, 2020
HORIZONTAL SCALD
T 1'=20'
17. 1 ' ' \ RECEIVED
\\ 13. PUBLIC WATER IS AVAILABLE. JAN 19 2021 NOT VALID WfTHOUT THE SIGNATURE
�+ 7 �+ Q /� S Q C AND ORIGINAL SEAL OF A FLORIDA
SET NAIL &DISK 1::" C JET 5/U IRl✓ SET 5/U IRIe LICENSED SURVEYOR B MAPPER.
LB # 7903 -. X ° \ Permitting
LucieCountyent
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LB # 7903 �J 9°42'42" E 304.85'IV0 LB # 7903 3 .®9 GLOBAL POSITIONING SYSTEM (GPS) NOTES
BENCHMARK 25.0' o POB
18.1
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
- - - 18 5
POC
FND NAIL & DISK
ST. LUCIE CO.
21.
I ,18.7
18,48
18.28 1 .22 I 150.00'
1431.49' S 00015'30" E
IS 00015'30" E FND 5/8 IR
NO ID
SEPTIC
OUT OF RANGE
18,2 335.94°
PARCEL # 2313-132-0001-020-6
C. HAWSE
1950 COPENHAVER ROAD
OCCUPIED (FFE r 19.7)
CAR ON BRA-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND
RECEIVER.
FND 3/4 IP , 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
NO ID CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
.� J1w)10 / 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED FLORIDA LIC5SE NO. 4. ,
Dated `e �/ USING CARLSON SURVEY 618.
Florida De I of f hlpl
By-= CDunty 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS
rl,� SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA SHEET 1 OF 1
ADMINISTRATIVE CODE (F.A,C.) 5J-17-051. PROJECT NO. 20-510