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12G.80'
P.C.
LOT 29
VACANT
FIND CAP
5' OFFSET
LL.I n
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0
00
00
BOX
CLEAN OUT-
.
NB OF SURVEY ABBREVIATIONS
A DELTA ANGLE H.V, HEAD WALL
A/C AIR CONDITIONER L. LENGTH
AVE. AVENUE LIGHT PULE
Parcel O. 1403-130-0014-000-1 AVG. AVERAGE MEASURED
B.B. BEARING BASE M.H. MANHOLE
I BASELINE M.NV.L. MEAN HIGH WATER LINE
H.M. BENCH MARK MON. MONUMENT
BILK BLOCK N&B NAIL 4 DISK
BLVD. BOULEVARD N. NORTH
C. CURVE Nm NUMBER
C.B. CHORD BEARING N.IC. NOT INCLU➢ED
0.8' BLOCK C.B.S. CONCRETE BLOCK CNN, OVERHEAD WIRES
HEADWALL STRUCTURE
{�D. CHORD DISTANCE PG. PAGE
TOP EL.-7.S 8 9 a �i O '1 3 0 `�/ F O .O O Y C.L.F.LCHAIN LINK FENCE P. PX. PARKER KALON NAIL
�J (� _ I L 1. r Y aJ AT
C.D. CHORD DISTANCE P.C. POINT OF CURVATURE
50UTH LIMITS OF PLAT I C.N. CONCRETE MONUMENT P.C.P. PERMANENT CONTROL POINT
CAP, CORRUGATED METAL PIPE P.I. POINT OF INTERSECTION
CONC. CONCRETE P.L. PROPERTY LINE
WME� I L.R. COUNTY ROAD PM. POWER METER
FIND GAP CT, COURT P.O.B. POINT OF BEGINNING
5' OFFSET as CONCRETE SLAB
PAC, POINT OF COMMENCEMENT
O CDR. CORNER PNC POINT aI REVERSE CURVE D. DEED P.R.M. PERMANENT REFERENCE MONUN
D.B. DEED BOOK PROP, PROPOSED
DEP DEPARTMENT OF MAIL PAVER POLE
5,0 30' 8.51. DISTANCE
PROTECTION MAIL RIGHT F RADIUS
15.3' 2.3' DNR DISTANCE R/V RIGHT OF WAY
ONR DEPARTMENT OF S. SOUTH
NATURAL RESOURCES SEC, SECTION
DRIVE SOFT. SQUARE FEET
E.
E. EAST S.R. STATE ROAD
EASE, EASEMENT ST. STREET
ELELECTRICAL STA. STATION
EL.. ELEVATION SUB SUBDIVISION
\ll�Rr LOW. EDGE OF WATER T,BM. TEMPORARY BENCH MARK
F.F. FINISHED FLOOR
FND. FOUND T.D.B. TOP NE
ii BANK
` FIRS HYDRANT
4"p,
/��``� 1`Y F.P.L. IRON P POWER L LIGHT TR. TRACGRgPHICAL
5I. Till\ LP. IRON PIPE TR. TRACT
1I.R. IRON ROD TVSP. TOWNSHIP
INV. INVERT UE-1 UTILITY EASEMENT
IRR. IRRIGATION U L D UTILITY % DRAINAGE
1v' GOV'T GOVERNMENT U.R. UNREADABLE
OR, GRADE W VEST
GND. GROUND W.M.E. WALL MAINTENANCE EASEMENT
HERZ. HORIZONTAL CM WATER METER
147' H.P. HIGH POINT WV WATER VALVE
'—. COMBINED LOTS
ri
LOT 28
FORM BOARD LOCATION
CFORM5 ONLY)
#119
TOP OF FORM5
EL.=7.5'
14.7' —
10' BSL.
I
. UE-1
10 t
4' dONO. WALK-7
I 4 R a 1
SET TBM
ON P-5 NAIL
EL 5.22 OCEAN ESTATES DRIVE
-
C 30' PRIVATE R/W D 20' PAVEMENT
SEWER MANHOLE
TOP EL.-5.27'
THIS SURVEY MAP AND REPORT OR COPIES THEREOF AREA
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
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1B01'✓e AL S.AZtD a on r HAPP>oBB
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`7
LEGAL DE5CRIPTION- ALL OF LOT 28. BLOCK 2
O
AVALON BEACH P.U.D.
6
O
ACCORDING TO THE PLAT THEREOF A5 RECORDED
IN PLAT BOOK 55, PAGE 19 OF THE PUBLIC
O
RECORDS OF 5T. LUCIE COUNTY. FLORIDA.
0
(T_ LOT 27
I
CONTAINING 0.10 ACRES MORE OR LE55
O
VACANT
URVEY NOTES:
i1...LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF
RECORD.
2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
NAMED INDIVIDUALS
3. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
4. SO. FT. OF HOUSE (IF SHOWN) SUPPLIED BY
CLIENT.
5. NO STRUCTURES OR UTILITIES THAT ARE
BENEATH THE SURFACE HAVE BEEN LOCATED.
6. ALL SET CAPS LABELED PSM WEH 8351 ARE
SUPPOPTED PATH 4N 16- LONG 05 REBAR
ALL FOUND CAPS ARE A 5/8- ROD WITH A CAP
AS LABELED ON SURVEY.
ALL FOUND REBAR ARE A 5/8- ROD UNLESS
OTHERWISE NOTED.
7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED
UNLESS OTHERWISE NOTED.
8. BEARING BASE ON EAST LINE OF LOT 6
9. ORIGINAL SL BM: K-633 EL.=17.70' NAVD 88
10. ELEVATIONS (IF SHOWN) HEREON ARE BASED
TELE.
BOX
ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
IEvv u
®
11. UE-1 (UTILITY EASEMENT) AS DESCRIBED PER
0 ®
PLAT BOOK 55, PAGE 19.
12. SUBDIVISION LISTED AS BEING IN THE COASTAL
BARRIER RESOURCES SYSTEM AREA,
13. PROPOSED GRADING PER ENGINEERED SITE
PLAN OF AVALON BEACH PUD PLAN —MOD #1
91
DATED 02-14-07. ELEVATIONS CONVERTED FROM
D DRLUIOLf 4
NGVD TO NAVD, CONVERSION FACTOR OF 1.43'
r
2'
GUT ER
CERTIFIED TO:
OCEAN E5TATE5 DRIVE, LLC
OI
H
L-1
517E PLAN NOTES N89'20'13'E 50.00'
2' GUTTER 1, COUNTY WATER + SEWER AVAILABLE FOR THIS PARCEL.
2- A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A 10% GRADE
3- FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH DEPARTMENT PERMIT.
4- PROPOSED DRAINAGE PLAN DESIGNED TO MEET FLORIDA BUILDING CODE. RESIDENTIAL REQUREMENTS.CR401.3)
5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 4-1
G- WHEN A CULVERT 15 REQUIRED THE INVERTS ARE TO BE SET BY PUBLIC WORKS DEPARTMENT AND WILL BE DETERMINED AT STAKE AND
GRADE.
7- ALL STORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF 19. LONGITUDINAL SLOPE OR
OTHERWISE ACCEPTED.
81 PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES WITHOUT APPROVED
BUILDING PERMTS.
I FIM KMA Engineering & Surveying, LLC
Consulting Engineers & Surveyors
® 2345 14th Ave. Suite 3 Vero Beach, Fl. 32960
//APhone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: survey@kmafl.com
ENGINEERINo 8 SURVEYING Certificate of Authorization Number: L.B.8351
BOUNDARY/SITE
DRAWN BY:
L.E.H.
FIELD BOOK:
382
PAGE NO..
fi7
FIELD DATEDA' 01 /18/21
sCALt
1"=101
(20_014)
21-2629
DATE:
REVISIONS:
12/16/20
REVISED FLOOD PANEL INFO
10/18/21
UPDATED FIELD WORK
10/26/21
FORM BOARD LOCA110N
FLOOD ZONE: X
BEFFECTIVE DATE:
Y: ... .
INDICATES PROPOSED ELEVATION
SMD INDICATES AS -BUILT ELEVATION
ELEVATIONS ARE FOR CALC,
JPURPOSES ONLY.
`!EK THERE ARE NO WELLS OR SEPTICS
WITHIN 100' OF PROPERTY UNLESS
SHOWN.
- 21,0 - PROPOSED CONTOUR LINE