HomeMy WebLinkAboutSurveyBOUNDARY & TOPOGRAPHIC SURVEY
LOCATED IN SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 EAST
SAINT LUCIE COUNTY, FLORIDA
_NORTH LINE OF THE SW 1/4 OF THE NE 1/4 OF SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 EAST, -
FND %' IRC FND %" IRC
PSM # 4971 PSM # 4971
6'23" E 200.00`
-- S 89045'45" E - S 8904- --
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4.1' EAST 06 ?�
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1402' 30A 249.49
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DRAINAGE 21. 1 30.0' 06 (NO ID)
G PIPE PROPOSED BENCHMARK
,..., I. 1 STORY METAL q b N
a ELEV. = 22.12
LEGEND & ABBREVIATIONS 1 N z� E22T
Q o 22.59x 30.0' oA, 218
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BM BENCHMARK W uWj o r LB#6790 PARCEL ID _
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t" _ rn 00 BENCHMARK 0.684 acres 6 WOOD FENCE I 1313-132-0006-0002
C CALCULATED FROM FIELD MEASUREMENTS - e� c o
O CO- ELEV. = 22.91' W
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CM' CONCRETE MONUMENT 11 FND 5J8IRC to
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CONC CONCRETE W Z 20.8 I o.9
DEG OR DEGREE 20 WELL
ELEV ELEVATION 6 S 89046'23" E 200.00' &D FND V' IRc
y 20. x 20.3 m LB # 6790
FFE FINISHED FLOOR ELEVATION 53s' 3 29.16.20
FND FOUND M 20,9 i.0
x 23.3
21.4
IDENTIFICATION
00
PHALT� II _ • CON..CRE"I'E� ,: o 4' FENCE LINE
E FICATIO U - ID N NUMBER 1sroRYGRs �
21.3 - 21. 0 2,88cli
n 1 O m, RESIDENCE x 23.13 90s' _
IP IRON PIPE I PARCEL In - 2116 �t II o 82,85 81' FFE 24A' 12.'r PARCEL ID M
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INDRIO ROAD
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ORANGE AVENUE
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EDWARDS
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PRIMA VISTA BLVD.
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LOCATION MAP
Am L 1�
STREET ADDRESS
4930 GROVERS ROAD, FORT PIERCE, FLORIDA 34951
LEGAL DESCRIPTION
PARCEL ID 1313-132-0004-000-8
13 34 39 S 1/2 OF S 298.05 FT OFN 626.1 FT OF E 200 FT
OF W 440 FT OF SW 1/4 OF NE 1/4-LESS S 50 FT-(0.45AC)
(OR 2121-2136; 4013-2751)
AND
PARCEL ID 1313-132-0007-000-9
13 34 39 N 1/2 OF S 298.05 FT OFN 626.1 FT OF E 200 FT
OF W 440 FT OF SW 1/4 OF NE 1/4 (0.69 AC) ( OR
3522-2726; 3893-1233).
AS RECORDED IN OFFICIAL RECORD BOOK 4529, PAGE 825, OF
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� THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
LB
LICENSED BUSINESS
-
20.4
PORCH
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F ID
(NO ID)
LS
LICENSED SURVEYOR
53.4'
36.0'
x 23,o7covERED
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1.T NORTH
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MEASURED DATA
1.6'EAST
MON
MONUMENT
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LS#4971
GENERAL NOTES
NAVD
NORTH AMERICAN VERTICAL DATUM
2JiT
R1
r
CON
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20.3
f
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
NGVD
NATIONAL GEODETIC VERTICAL DATUM
4�
1 21.73
RESIDENTIAL.
o
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GLOBAL POSITIONING SYSTEM
(GPS)
NOTES
NO OR #
NUMBER
o
i z
m
NTS NOT TO SCALE I I
OHP OVERHEAD UTILITIES
ORB OFFICIAL RECORDS BOOK
P PLAT DATA
PG(S)
PAGES)
2
ABEA MS
I
D
PLS
PROFESSIONAL LAND SURVEYOR
v 06
1313-132-0004-010-1
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
PRM
PERMANENT REFERENCE MONUMENT '
to N
PSM
PROFESSIONAL SURVEYOR AND MAPPER
R
RADIUS
d�
Tb
RLS
REGISTERED LAND SURVEYOR
R/W
RIGHT-OF-WAYS
FOUNDIR
®
WATER METER
IN CONCRETE
&
AND
[
(NO ID)
200.00'M&D
N 89°46'23" W
p
AT
FOUND IRC
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- - -
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CARTER ASSOC.
IRC
T
DELTA
1.2' NORTH
M # 4971
UTILITY POLE
2.8'EAST
1
4.00h
S 89'45'45" E
30.
oe
178.16'
FOUND IRC
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FOUND IP CARTER ASS OC.
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NO ID
( ) 1.2' NORTH
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2.8' EAST O.T EAST
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FOUND NAIL AND DISK
(UNREADABLE) FOUND CM
Cry CENTER OF SECTION (NO ID)
S 89°46'23" E S 89046'23" E
95.00' ���_ 105.00'
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR IS NOT
CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS
_MAP
CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER.
L-BAND RECEIVER.
3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
& MAPPER.
�
I
MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT.
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE EAST
o
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
LINE OF GROVERES ROAD, 60' RIGHT OF WAY, AS MONUMENTED,
v o
USING CARLSON SURVEY 2018.
HAVING A BEARING OF S00'14'04"W, AS SHOWN, (ASSUMED DATUM)..
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o
4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS
5. FLOOD NOT E BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS
SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA
IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP,
ADMINISTRATIVE CODE (F.A.C.) 5J-17-051.
COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE FEBRUARY
16, 2012.
6. ELEVATIONS, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD)
_
OF 1988, REFERENCE BENCHMARK, ST LUCIE COUNTY "C-11", WITH
ID) t
AN ELEV OF 20.69'.
(NO NO
( ID)
- - -- - -
-
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES
STANDARDS, IN FEET AND DECIMALS THEREOF. '
8. 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.
d'
p
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
00
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF
OTHERS.
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11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS
OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD,
OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY
ACT DEEDS.
FOUND Ix
FND 5J8 IR
(NO ID)
(NO ID)
12. THE LAST DATE OF FIELD WORK WAS MARCH 29, 2021.
- -
S 89046'23" E - -
- - 699.79' .y
C/L CONLEY PLACE
- - - - S-ROA-D - - - - - - - - ✓� 60' R1W 1 T MILLINGS ROAD
S �9116'23" �
60' RIW 12' SHELL ROAD
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DRAWN BYI CA
CHECKED BY, CA
DATE, APRIL 08, 2021
HORIZONTAL SCALE,
1'=40'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF A FLORIDA
LICENSED SURVEYOR & MAPPER.
CHARLES ARN LD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LI ENSE NO.71
PRI TED DATE
SHEET 1 OF 1
PROJECT N0. 21-509