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FND 1/2" IF
NO ID
\\ FND SAP' IRC
\ \ LB#6791
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9
LOCATE® IN SECTION 12, TOWNSHIP 36 SOUTH, RANGE 40 EAST
SAINT LUCIE COUNTY
, FLORIDA
GARRY BRYAN
PARCEL # 3412 501 0005 000 7
6709 S. INDIAN RIVER DRIVE
OCCUPIED
10.2'
S 8904744" W
814.66'
390.9'
10.2`
75.0'
® EXISTING
o FORMBOARDS
-TOP ELEV. = 28.55`
75a 0'
x
3
0
S 89047 44" W
81..E-s
FND-M ANGLE IRON
NO ID
\
DOROTHY SIMPSON
FND W IRC\
LB # 7055
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6801 S. INDIAN RIVER DRIVE
BENCHMARK
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OCCUPIED
ELEV 33.94
t
FOUND 4X4 CONCRETE
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MONUMENT MO
0' 40' 80, 120' \
FOUND 3X3 CONCRETE
FND 3AY IP
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SITE
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PRIMA VISTA BLVD.
\ LOCATION MAP
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\� \ TOP OF BANK
MEAN HIGH WATER UNE LOCATED
FND 3X3 CM (NO ID) �0.6 _ _AT ELEVATION (-0.34) NAVD OF 19M
FOUND 3X3 CONCRETE 1.3W, GI - - FIELD LOCATED ON NOVEMBER 07. 2019
MONUMENT MO ID) BENCHMARK \ 20.BO "0
250�' ELEv=21.zs' 3 D S 8904744" Vii
20.� 73.59' _
23.96 .,Cj \ \ -0.3I STING BOOK
•
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5'DER REPAIR
-"
6,37 -RPORr • x ,24 82 4Rn�:
p`zs's5 x P7.07 -� 33 29 2' INDIAN RIVER
13&8'
FOUND 4X4 CONCRETE
MONUMENT (NO ID)
24.21 °
: STYJRY PRA
% TIES DEVICE A 0? 21 19.9
RA41Pp fD 424 3.14 • `$`� \ V
2679 .. 6.71-_ 198 20.2' SEVRc.21.53 0.34
p. TANK •. ' \� \
CGVERED
�c PORCH
Cis 2oPREwuE 26.a6 2$.1' 24.63: 21107 i
3ZO'
250.00' A 33t-0�\ 89°4%'44' W \ MEAN HIGH WATER LINE LOCATED
_AT ELEVATION (-0.34') NAVD OF 1988
FND 3X3 CM (NO ID) 2138� IRE D LOCATED ON NOVEMBER 07, 2019
BENCHMARK - \ 20.28
ELEV=2135 21. 9' k -0.45
POB
TOP OF BANK
0%.
FOUND 3X3 CONCRETES FOUND 4X4 CONCRETE
rNUMENT (NO ID) MONUMENT (NO ID)
MONUMENT (NO ID) .S 89 4744- W
- 827.98'
GENERAL NOTES
1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL.
GLOBAL POSITIONING SYSTEM (GPS) NOTES
PROPERTY DESCRIPTION
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO
FROM A CONCRETE MONUMENT AT THE INTERSECTION OF THE EAST RIGHT OF
(2) DUAL FREQUENCY TOPCON HYPER GA 11 SYSTEM.
WAY LINE OF FLORIDA EAST COAST RAILWAY AND THE NORTH LINE OF THE
LOT 2,
NORTH 1/2 OF THE SOUTH 1/2 OF THE SOUTH 1/2 OF GOVERNMENT
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
SECTION 12, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY,
EAST 828.78 FEET TO A CONCRETE MONUMENT ON THE WEST
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
FLORIDA, RUN
RIGHT OF WAY OF SOUTH INDIAN RIVER DRIVE; THENCE THROUGH A
MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT.
DEFLECTION OF 114'35'14" TO THE LEFT RUN 278.24 FEET TO A CONCRETE
3. , GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED
MONUMENT ON THE WEST RIGHT OF WAY OF SOUTH INDIAN RIVER DRIVE,
BEING THE POINT OF BEGINNING; THENCE THROUGH A DEFLECTION OF
USING CARLSON SURVEY 2018.
65'07'15" TO THE LEFT RUN 250 FEET TO A CONCRETE MONUMENT; THENCE
CONTINUE ON THE SAME LINE 568.11 FEET TO A STEEL ROD ON THE EAST
4. THE HORIZONTAL TARGET ACC CY FOR THIS SURVEY EXCEEDS
RIGHT OF WAY LINE OF FLORIDA EAST COAST RAILWAY; THENCE THROUGH A
MINIMUM STANDARDS OF PRACTICE PEERR FLORIDA ADMINISTRATIVE CODE
DEFLECTION 67'26'43" TO THE RIGHT RUN 109.34 FEET TO A STEEL ANGLE
(F.A.C.) 5J-17-051.
IRON; THENCE THROUGH A DEFLECTION OF 11233'17" TO THE RIGHT RUN
565.76 FEET TO A CONCRETE MONUMENT; THENCE CONTINUE ON THE SAME
STREET ADDRESS
LINE AND RUN 250 FEET TO A CONCRETE MONUMENT ON THE WEST RIGHT
6789 S INDIAN RIVER DRIVE, FORT PIERCE, FL 34982
OF WAY OF SAID INDIAN RIVER DRIVE; THENCE THROUGH
A DEFLECTION OF
65'24'46" TO THE RIGHT RUN 106.47 FEET TO T
E POINT OF BEGINNING.
TOGETHER WITH THAT PORTION OF SECTION 12,
.OWNSHIP 36 SOUTH, RANGE
CERTIFICATIONS
40 EAST, LYING EAST OF THE EAST LINE OF THE_
AFORE DESCRIBED PARCEL
AND WEST OF THE WEST SHORE OF THE INDIAN
RIVER. LESS THE RIGHT OF
TRAVIS AND LEANNA HAAG
WAY OF SOUTH INDIAN RIVER DRIVE.
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING 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 WEST LINE OF S. INDIAN RIVER DRIVE, HAVING A
BEARING OF S24'45'03"E, ASSUMED DATUM, SAINT LUCIE COUNTY, FLORIDA.
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X" AND "AE", ACCORDING TO THE
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0281 J, EFFECTIVE BATE 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, PRIMARY BENCHMARK IS
NGS POINT "F 225 " (PID # AF3201), ELEVATION = 32.19.
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.
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPYLANDSURVEYED OR
LAND OF OTHERS.
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.
12. THE LAST DATE OF FIELD WORK WAS NOVEMBER 07, 2019.
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RECEIVED
NOV 14 2019
Permitting Department
St. Lucie County
FOUND 3X3 CONCRETE
MONUMENT (NO ID)
LEGEND & ABBREVIATIONS
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ARC LENGTH
NO OR #
NUMBER
A/C
AIR CONDITIONER
NTS
NOT TO SCALE
BM OR $
BENCHMARK
OHP
OVERHEAD UTILITIES
C
CALCULATED FROM FIELD MEASUREMENTS
ORB
OFFICIAL RECORDS BOOK
CBS
CONCRETE BLOCK STRUCTURE
P
PLAT DATA
CA
CENTERLINE
PG(S)
PAGE(S)
CM
CONCRETE MONUMENT
PLS
PROFESSIONAL LAND SURVEYOR
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DRAWN BY,
`CA
CHECKED BY, CA
DATENOVEMBER 08, 2019
HORIZONTAL SCALER
1'=40'
D DEED POB POINT OF BEGINNING
DEG OR DEGREE POC POINT OF COMMENCEMENT
ELEV ELEVATION PRIM PERMANENT REFERENCE MONUMENT NOTVAUDVVITHOUY SIGNATURE
FOOT FLORIDA DEPARTMENT OF TRANSPORTATION PSM PROFESSIONAL SURVEYOR AND MAPPER ALICCENSEDENSEDINAL SEAL OFAFLORIDA
SU♦k YOB & WIPER.
FFE FINISH FLOOR ELEVATION R RADIUS
FND FOUND RLS REGISTERED LAND SURVEYOR
GPS GLOBAL POSITIONING SYSTEM R/W RIGHT-OF-WAY
ID IDENTIFICATION NUMBER QM WATER METER .SEAL ,y,
IP IRON PIPE & AND r
+ NZ d
IR IRON ROD ® AT
IRC IRON ROD & CAP DELTA
LB LICENSED BUSINESS 0 UTILITY POLE
LS LICENSED SURVEYOR & MANHOLE HARLE8 ARNOLD
M MEASURED DATA
FH OR. -W FIRE HYDRANT PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LrcEN NO.4971
NAVD NORTH AMERICAN VERTICAL DATUM TELEPHONE RISER
TURN LANE 17_� ,�Q
MAPLE TREE R N� UA I t -
�( CABBAGE PALM
SHEET 1 OF 1
PROJECT NO. 19-540
VICINITY MAP
LEGAL DESCRIPTION
FROM A CONCRETE MONUMENT AT THE INTERSECTION OF THE EAST RIGHT-OF-WAY OF FLORIDA EAST COAST RAILWAY AND THE
NORTH LINE OF THE NORTH ONE HALF OF THE SOUTH ONE HALF OF THE SOUTH ONE HALF OF GOVERNMENT LOT 2, SECTION 12,
TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, RUN EAST 828.78 FEET TO A CONCRETE MONUMENT ON THE
WEST RIGHT OF WAY OF SOUTH INDIAN RIVER DRIVE; THENCE THROUGH A DEFLECTION OF 114"35'14" TO THE LEFT RUN 278.24 FEET
TO A CONCRETE MONUMENT ON THE WEST RIGHT OF WAY OF SOUTH INDIAN RIVER DRIVE, BEING THE POINT OF BEGINNING; THENCE
THROUGH A DEFLECTION OF 65"07'15" TO THE LEFT RUN 250 FEET TO A CONCRETE MONUMENT; THENCE CONTINUE ON THE SAME
LINE 568.11 FEET TO A STEEL ROD ON THE EAST RIGHT OF WAY LINE OF FLORIDA EAST COAST RAILWAY; THENCE THROUGH A
DEFLECTION OF 67'26'43" TO THE RIGHT RUN 109.34 FEET TO A STEEL ANGLE IRON; THENCE THROUGH A DEFLECTION OF 112"33'17"
TO THE RIGHT RUN 565.76 FEET TO A CONCRETE MONUMENT; THENCE CONTINUE ON THE SAME LINE AND RUN 250 FEET TO A
CONCRETE MONUMENT ON THE WEST RIGHT OF WAY OF SAID DRIVE; THENCE THROUGH A DEFLECTION OF 65"24'46" TO THE RIGHT
RUN 106.47 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THAT PORTION OF SECTION 12, TOWNSHIP 36 SOUTH, RANGE 40
EAST; LYING EAST OF THE EAST LINE OF THE AFORE DESCRIBED PARCEL AND WEST OF THE WEST SHORE OF THE INDIAN RIVER.
LESS THE RIGHT OF WAY OF SOUTH INDIAN RIVER DRIVE.
SYMBOLOGY ABBREVIATIONS
(L CENTERLINE (D) ' DEED NAVD NORTH AMERICAN VERTICAL DATUM
NOTES
1. THIS DOCUMENT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
2. ANY REVISIONS MADE TO THIS DOCUMENT OR ASSOCIATED REPORTS WITHOUT THE WRITTEN CONSENT OF THE UNDERSIGNED WILL
VOID THE SEAL WHICH HAS BEEN PLACED HEREON.
3. NO ABSTRACT WAS MADE BY THE UNDERSIGNED TO VERIFY ACTUAL LEGAL OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER
BURDENS ON THE SUBJECT PROPERTY OTHER THAN THOSE FURNISHED BY THE CLIENT OR THEIR REPRESENTATIVE. DESCRIPTION
SHOWN HEREON IS BASED ON INFORMATION RECORDED IN OFFICIAL RECORDS BOOK 3423, PAGE 2733, ST. LUCIE COUNTY,
FLORIDA.
4. SUBJECT PROPERTY CONTAINS 2.07 ACRES, MORE OR LESS (90,362.98 SQUARE FEET).
5. THE LAST DATE OF FIELD WORK WAS MAY 16, 2019.
6. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED.
7. .THE WEST RIGHT-OF-WAY LINE OF SOUTH INDIAN RIVER DRIVE IS ASSUMED TO BEAR S24'45'52"E; ALL OTHER BEARINGS SHOWN
ARE RELATIVE THERETO.
8. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY.
9. IMPROVEMENTS, OTHER THAN THOSE SHOWN HEREON, WERE NOT LOCATED AS PART OF THIS SURVEY.
10. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE
THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE
LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS.
11. SUBJECT PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X" AND "AE", BASED ON FLOOD INSURANCE
® TELEPHONE UTILITY (P) PLAT DATA NGVD NATIONAL GEODETIC VERTICAL DATUM RATE MAP No. 12111CO281 J, DATED FEBRUARY 16, 2012. ZONE "AE" (NOT DEPICTED) IS OVER A PORTION OF THE LAND EAST
C&G CONCRETE CURB & GUTTER NR NON RADIAL OF ROAD RIGHT-OF-WAY.
Q ELECTRIC BOX CHAR CHORD BEARING ORB OFFICIALPRIVATE RECORDS HOOK 12. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND ARE RELATIVE nu
pd VALVE CH.D CHORD DISTANCE P.U.E. PRIVATE UTILITY EASEMENT
CM CONCRETE MONUMENT PC POINT OF CURVATURE TO BENCHMARK. THE PRIMARY BENCHMARK IS NGS POINT "F 225" (PID# AF3201), ELEVATION = 92.19'.
®. SEPTIC SYSTEM PG PAGE FILE COrT
0 CONCRETE A DELTA ANGLE PI POINT OF INTERSECTION
D.E. DRAINAGE EASEMENT PLS PROFESSIONAL LAND SURVEYOR
® WATER METER FGE FINISHED FLOOR ELEVATION POH POINT OF BEGINNING O
8' WOOD FENCE FGE FINISHED GARAGE ELEVATION POC POINT OF COMMENCEMENT
�- ASPHALT IRC IRON ROD & CAP POT POINT OF TERMINUS
L ARC LENGTH PRM PERMANENT REFERENCE MONUMENT
�- SIGN L.E. LANDSCAPE EASEMENT RT POINS F TANGENCY
�Q.O WOOD POWER POLE LB LICENSED BUSINESS _
- OVERHEAD UTILITY N/D NAIL AND DISK R/1I RIGHT OF WAY
WELL
�. CABBAGE PALM
zzs PROPOSED ELEVATION
ao6 EXISTING ELEVATION
SEP 9 - 2019
We
.. . ...... _... - _.... _ .. ... ..-- -
- SNOISIASH
FOUND
®. IRON PIPE INDIAN RIM�� '. E~
IN CUTOUT. tD
� a a
AREA OF Wiz' a
ORB 4237 INTEREST a FOUND 3"a3" �40
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MONUMENT
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e V v (BROKEN) zzz E U L
FOUND �z IRC �zo o � e �
PSM 3890 S N89048'05"E 814.54' It I N89048'05"E ±78'
a
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'A x- �k� rid ^� PROPOBEO 'a (BOTTOM) I 1 F'r rq ' '�
Ok ,..e S rs 12- CONCRETE DRIVE " '� ae 20.1'
f� gD• 2e.e ♦ 92 n -g�: INDIAN RIVER W
m ? DETACHED
GARAGE
FGE = 27.5' \ o
O 4^ as 8
eyzB BTETEI 2C
568.11' (D) _ _ ® 250.00 (D)
N89"48'O5"E t79'
S89048'05"W 818.76'
FOUND 3"N
SET 3�" IRC � '
LB 8158 CONCRETE
MONUMENT e�
P.O.B.
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CERTIFICATION W m
THIS MAP REPRESENTS AN ACTUAL ON THE GROUND SURVEY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION. THIS MAP AND C7
SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP AND SURVEY COMPLIES WITH THE STANDARDS OF
PRACTICE AS CODIFIED IN CHAPTER 472, FLORIDA STATUTES, AND IN CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE. c (O E
GRAPHIC SCALE LO
40 0 20 40 80 160 3
r ♦ e.M \i!t as ' m
IN FEET ) m
A', spa Fri$ 1 inch 40 ft. m
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P. MAXWELL, FLORIDA REGISTRATION #7070 SI NATURE DATE
PROFESSIONAL SURVEYOR AND MAPPER
E"i
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LEGAL DESCRIPTION NOTES
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MBOLOGY ADDREVUTIONS
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CERTIFICATION
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K e¢E641T. TION /fYfO fU B� i6
eaoeem?oxu..vNvsrm exv weeee
FDOH in St. Lucie County
Environmental Health
Septic System Appears Adequate
For Proposed Construcnon 5�e-I'YWSkj
This Approval Does Not Guarantee
Perfqrman,ce of the ystem
Review
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GRAPH SCALE
40 M ID BO 160
I Ive4 40 IL
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