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'I MESECTIONOFTAPONFLATS. T79 O
DRIVE AND SHORE SIDE DRIVE
ELEV=529'NGVD 1929 4
PROPOSED A/C PAD \ 7.
ELEV_�7.55' O'1'
v U1 \mD 4- 'CO
x7.07 M
N
LOT 37 wo \ rsiza
(VACANT) \ \�
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PAUL HEDGE
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been adVised NO sbvetul� \ EAS
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be erected � e
within arnl n'
Unless cttlar ASe approved. .20 \
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Initials � \ xe.17
— — —
—— — — —— 15'DRAINAGE .x5.49 BSB
70 EASElOVT
6' N893727E 7357 FD4M-CONC"
PARCEZ IR 142J-41."006-DOD-i FD 618'IRC MONUMENT
ARCADIA ftORIDA'PROPERTY. LB46905 L1304286
HOLDINGS W70 PARTNER
*'.L•EGAL DESCRIPTION:
GRAPHIC SCALE. LOT3a,TARPON FLATSSUbIJIVISION,
30 0 15 3D ACCORDING TO THE PLAT THEREOF,AS
I I RECORDED IN PLAT BOOK 69;PAGE 27,
OF THE PUBLIC RECORDS OF ST_LUCIE
COUNTY,FLORIDA
( IN FEET )
North 1 inch = 3.p ft- BUILDING SETBACKS (BSB)_
FLAT OF SURVEY FOR: FRONT - 25'
REAR - 15' MIN.
TYPE;:BOUNDARY&TOPOGRAPHIC DATE:04/25/16 SIDES - 7.5'
PROJ. NO. 13-024-38 F.B.236 PG.60
ADDRESS: 971 TARPON FLATS
-DWN.BY:B,D.Y. SCALE: 1"='30' DRIVE
CKD•BY:C.H.B.
ililS PLAT AND REPORT ARE NOT VALID YATFIOUPTHE SIGNATURE AND THE'ORIGINAL
MERIDIAN
LAND RNSED.SEAL OF'THE FLORIDA-REGISIERM SIIRVEYOR•AND'MAPPER'NAMED HEREON 17I7WDMX Ata � 201
. MMICH SIGNAUE'AND SEAL MAY 95FOUND AT•TNE,END•0-. WAiIACHED REPORT. VER0 IBACB,YL319GDIBl1G9Ds
THE PLAT AND MTmT ARE NOT FULL ATID,CDMPLEIE.vmo%T'01iE''ANmm. � q]yp7�ap3z_13 P� 09G
PG 1 OF 2
T:1Wm11np fi�a12013 J00531}OIJ TTP➢OD RR7511Qf531DT10U3.01430�JInp,a/ifJ30161i•17�ON41801fiopeS7G10�pk1wrvL7
L_0+ 39 I—m k-.1oN F L►qT-s
Report of Survey. (Pro ject #13-024-38)
*
VE-OPSURVEY:-BOUNDARY&TOPOGRAPHIC
•THIS SURVEY Pf'AFORMEO BY1
MERIDIAN LAND SURVE:0RS.LBj18905
t-1717INDIAN'-RIVER.BQULEIARD-SUITE 201
VMO:.BEACH,'FLORIDA 32960
*-'.PROFESSIONAL SURVEYOR'.&.MAPPER IN RESPONSIBLE CHARGE:
. •:CHARLES H. BLANCHARO.P.$.M:jl 5755
''• l4lf EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF-PRACTICE
(5�J,-.1.7,1FAC) IS.SUBURBAN. THE-MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY
"SURVEY•1$ ' OTA 0DOT.IN 1,500, THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC
FIGURE•WAS FOUND-TO BE IN EXCESS 06 THIS ACCURACY REQUIREMENT.
* THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS
OF PRACTICE, AS ESTABLISHED IN CHAPTER 5d-17, FLORIDA ADMINISTRATIVE CODE
* ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS
THEREOF.
THE LAST DATE OF FIELD WORK WAS; 04/22/16
+ BEARINGS HEREON-ARE REFERRED TO AN•ASSUMED.VALUE OE'S6729'21'W FOR.THE CENTERUNE
'OF TARPON FLATS DRIVE; SAID BEARING IS IDENTICAL WITH THE PLAT TD BE RECORDED.
* -THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND
IMPROVEMENTS: UTILITIES, FOUNDATIONS; OR ENCROACHMENTS, EXCEPT AS SHOWN.
r NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF=WAYS, OR OWNERSHIP WERE
SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN.
NO TITLE OPINION OR GUARANTEE IS EXPRESSEb OR IMPLIED.
UNLESS A COMPARISON IS SHOWN, PLAT-VALUES AND MEASURED VALUES ARE THE SAME.
* LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT.
*. THE PARCEL OF.LAND SHOWN HEREON APPEARS TO BE IN-FLOOD ZONE'X'PER FLOOD
INSURANCE RATE MAP #12111CO093 J, DATED FEB. 16, 2012-
THE
012THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEDET1C VERTICAL DATUM,
(NGVD), OF 1929. THE ESTABLISHED BENCHMARK.FOR THIS SURVEY IS: A NATIONAL GEODETIC
SURVEYING MONUMENT(NGS) P 633 ELEVATION 2.98'NGVD. THE SECONDARY BENCHMARK IS AS
SHOWN ON PAGE ONE
* ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN
HEREON ARE NOT CERTIFIED TO AND MUST BE VERIM0 PRIOR TO DESIGN OR CONSTRUCTION.
Legend &Abbreviations: (symbols riot scaleable for size)
PLS - PROFESSIONAL EAIVD SURVEYOR E-- - GUY WIRE
PSWI - PROFESSIONAL SURVEYOR&MAPPER `� WOOD UTILrrY POLE
LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE
(1' - CENTERLINE ® - CABLET-V:BOX
R - RADIUS ® - ErECTRIC.BOX
L - LENGTH LIGHT POST
A - DELTAANGLE *0. - WELL
EYP - EDGE OF PAVEMENT - HYDRANT
BIC - BACIC.OF CURB - GATE VALVE
B.M. - BENCHMARK - IRRIGATION VALVE
POC .- POINT-.OF COMMENCEMENT 03 - WATER METER
POB - POINT OF BEGINNING . SANITARY MANHOLE
o (PCP)PERMANENT CONTROL POINT ® - SANITARYSERVICE
PCP - PERMANENT CONTROL POINT ® SEPTIC TANK
.O (PRM)PERMANENT AtYERENCE MONUMENT Q - DRAINAGE MANHOLE
PRM - PERMANENT R:EFEF2ENCE-MONUMENT H5 - CURB INLET
0 - (IP)IRON PIPE ® - SURFACE INLET
IP - IRON PIPE ® - MITERED END SECTION
OO - (IRC)IRON ROD 8 CAP _ CONCEPTUAL DRAINAGE
IRC - IRON ROD&CAR' -� STREET SIGN
(D (CM)CONCRETE MONUMENT 23.5 - PROPOSED GRADE
CM CONI'rRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM
FD - FOUND OAK TREE y235 - TYPICAL ELEVATION
(M) - MEASURI=D v A/C - AIR CONDITIONER
(P) - PLAT CONC._ CONCRETE
(C) - CALCULATED P v M � F.F. - FINISH FLOOR
;BSB BUILDING SETBACK LINE
Certified TO: PINE TREE EL/ELEV. - ELEVATION
1) R\W ' - RIGHT OF WAY
AE U. r
6T/ 13.VgHOUT THE SIGNATURE
1.9 M.OF THE FLORIDA
. OM NAMED BELOW.
MERIDIAN
ILAND-81JRVEYORS J.c'J"
171711�1AN Ii1vE BLVb,.sv1'TE 201 ®.
VERO BEACH,PL.32960 L1306905
PHONE:772-794-1213•PAX.772-794-1096 -1 Q
u�o LB69ns.colvl ,Gtl?tR1_�He(�DH L ,:;�:�+. j6755
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T:\WorldnO lI.Vu13]00SU3-024_TMPOR FU7S\L0TS\WT 34\13-R+30_Rdit,4=Dlt 410:0 PM,WOIr 7610 SW.Vid"-k) .:
. FENCE GN
FENC
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ASSOgAT1DNq;0o
GATE POST CATE POST
GATE HINGE GATE HINGE
GATE FRAME GATE FRAME
GATE LATCH
TRUSS
ROD
CENTER DROP CONCRETE
ROD ASSEMBLY
e6 --8CHAIN LINK GATE DETAIL
(CL-,7)
NOTES:
1, GATE FABRIC TO MATCH FENCE
Ail Ouality Fence
and Repair,Inc,
(561)776.8850
copyright AFA- - 1997 CL-17
�� ASA
ASSflCiAT10N 0
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GATE POST GATE POST
_GATE HINGE GATE HINGE
GATE FRAME GATE FRAME
GATE LATCH
TRUSS
ROD
CENTER DROP CONCRETE
ROD ASSEMBLY
e6 '-B ' CHAIN LINK GATE DETAIL
(CL17)
NOTES:
1. GATE FABRIC TO MATCH FENCE
All QUallty Fence
and Repair,Inc.
(5$1)776.8850
copyright AFA- - 1997 CL-17