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0.8' BLOCK
HEADWALL
TOP EL.=7.0
IRRIGATION CONTROL VALVE
VACANT
0
0
0
17-
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ELECTRIC BOX l
PARCEL # 1403-130-0010-000-3
NB9020'130E
FND GAP J 0.0 O ,
5.0_
5.0_
5W.M.E. }T
10
I"
LOT 7
FORM BOARD LOCATION
CFORM5 ONLY)
#132
TOP OF FORMS
EL.=G.B'
B--CLEAN OUT METAL I
LIGHTPOI
N CONC.
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o1N
0.8' BLOCK
HEADWALL
FND GAP TOP
NORTH UPIT5 OF PLAT
aTELE BOX
I
FIYU UKILLHVLC'
4' CONIC. WALK,.
K
2' GUTTER
5ET IBM
ON PK NAG NAL
EL."4.34'
OCEAN ESTATES DRIVE
C 30' PRIVATE R/W -)
20' PAVEMENT
St LUCI Co. FL
Date
999
LOT G
UNDER CON5TRUGTION
LEGEND
OF SURVEY ABBREVIATIONS
HEAD WALL
A
DELTA ANGLE
H.W.
A/C
AIR CONDITIONER
L,
LENGTH
AVE.
AVENUE
I(I
LIGHT POLE
AVG.
AVERAGE
M.
MEASURED
H.B.
BEARING BASE
N.H.
MANHOLE
I!
BASELINE
M.H.W.L.
MEAN HIGH WATER LINE
H.M.
BENCH MARK
NON,
MONUMENT
BILK
BLOCK
IISD
NAIL L DISK
BLVD.
BOULEVARD
IN
NORTH
C.
CURVE
No.
NUMBER
C.B.
CHORD HEARING
NIC,
NOT INCLUDED
C.B.S.
CONCRETE BLOCK
O.H.W.
OVERHEAD WIRES
f�.D.
STRUCTURE
CHORD DISTANCE
CENTERLINE
PG,
PK.
PAGE
PARKER KALON NAIL
k
C.L.F.
CHAIN LINK FENCE
P,
PLAT
C.D.
CHORD DISTANCE
P,C,
POINT OF CURVATURE
C.M.
CONCRETE MONUMENT
P,C.P.
PERMANENT CONTROL POINT
C.M.P.
CORRUGATED METAL PIPE
P,I
POINT OF INTERSECTION
C
CONCRETE
PL.
PROPERTY LINE
C.RA..
COUNTY ROAD
P.M.
POWER METER
CT.
COURT
PO,B,
POINT OF BEGINNING
C/S
CONCRETE SLAB
PO.C,
POINT OF COMMENCEMENT
CDR,
CORNER
PRC
POINT OF REVERSE CURVE
D.
DEED
P.R.M.
PERMANENT REFERENCE MONUMENT
D.B.
DEED BOOK
PROP,
PROPOSED
➢EP
DEPARTMENT OF
COj
POWER POLE
EPROTECTION
ENVIRONMENTAL
RAD
RADIAL OR RADIUS
D
DISTANCE
DISTANCE
R/W
RIGHT OF WAY
DNR
DEPARTMENT OF
S.
SOUTHSEC. SECTION
NATURAL RESOURCES
SOFT.
SQUARE FEET
D
DRIVE
S.R.
STATE ROAD
E..
EAST
ST.
STREETSTA.
EASE.
EASEMENT
STATION
ELEC.
ELECTRICAL
STRUC.
STRUCTURE
EL
E.O.V.
ELEVATION
EDGE OF VR
SUB.
SUBDIVISION
F.F.
FINISHED FLOOR
T.D.M.
TEMPORARY BENCH MARK
FND.
FOUND
TELE,
TELEPHONE
tt
FIRE HYDRANT
T.O.B.
TOP OF BANK
F.P.L.FLORIDA
POWER L LIGHTTOPO.
LIGHT
TOPOGRAPHICAL
I.P.
IRIRON PIPE
TR.
TRACT
I.R.
IRON ROD
TWSP,
TOWNSHIP
INV,
INVERT
UI
UTILITY EASEMENT
U L D
UTILITY L DRAINAGE
GO
GOVERNMENT
GOVERNMENT
U.R.
UNREADABLE
DR.
GR.
GRADE
W.
WEST
GN➢,
GROUND
W.N.E.
WALL MAINTENANCE EASEMENT
H
HORIZONTAL
CM
WATER METER
H.P.P.
HIGH POINT
VV
WATER VALVE
'—.
COMBINED
COMBINED LOTS
LEGAL DESCRIPTION- ALL OF LOT 7. BLOGK 2
AVALON BEACH P.U.D.
ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 55, PAGE 19 OF THE PUBLIC
RECORDS OF ST. LUGIE COUNTY. FLORIDA.
CONTAINING 0.10 ACRES MORE OR LE55
SURVEY C—)T13
1. 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. SQ. 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
SUPPORTED -NTH AN 18" LONG #5 REBAR
.ALL FOUNh 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
ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
11. UE-1 (UTILITY EASEMENT) AS DESCRIBED PER
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
DATED 02-14-07. ELEVATIONS CONVERTED FROM
NGVD TO NAVD, CONVERSION FACTOR OF 1.43'
CERTIFIED TO:
OCEAN ESTATES DRIVE, LLG
SITE PLAN NOTES -
I, COUNTY WATER + SEWER AVAILABLE FOR TH15 PARCEL.
2' A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A 10% GRADE
31 FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH DEPARTMENT PERMIT.
2' GUTTER 4, PROPOSED DRAINAGE PLAN DESIGNED TO MEET FLORIDA BUILDING CODE. RE51DENTIAL REQUIREMENT5.CRI
5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 4-1
GI WHEN A GLILVERT 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 17. LONGITUDINAL SLOPE OR
OTHERWISE ACCEPTED.
81 PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES WITHOUT APPROVED
BUILDING PERMITS.
THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE SURVEY TYPE: FLOOD ZONE: X
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED BOUNDARY�TOPO. DATE: REVISIONS: BY: EFFECTIVE DATE: 02/19/20
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. PNL NO.: 12111CO087 K
KMA Engineering & Surveying, LLC CHECKED BY: W E.H. 12/16/20 REVISED FLOOD PANEL INFO LEH ® INDICATES EXISTING ELEVATIDN
y INDICATES PROPOSED ELEVATION
DRAWN BY: L.E.H. 10/18/21 UPDATED FIELD WORK SMD u INDICATES AS -BUILT ELEVATION
Consulting Engineers & Surveyor's FlEtD BOOK: PURPOSESELEVATIONONLRE FOR CALL
b g Y 378 10/28/21 FORM BOARD LOC. JEK THERE ARE NO WELLS OR SEPTICS
PAGE NO: WITHIN 100' OF PROPERTY UNLESS
2345 14th Ave. Suite 3 Vero Beach, F1. 32960 10 SHOWN.
LZ$Lr.___.�CIT=wARE�A
---u.�r PROPOSED CONTOUR LINE
KMAPhone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: survey@kmafl.com _ PROPOSED SCALE LINE
10 08 81 INDICATES LOT DRAINAGE
WILLIAM E. FiA UR9T DATM! ®INDICATES DRAINFIELD
IrR0t 8=xoxwL LAND O OR M 1EAPPIDR ENGINEERING & SURVEYING Certificate of Authorization Number: L.B.8351 ING AREA 2.581 soft.
szoRIDw RIDOI/TRA1'ION No u><e AREASNK=SEPTIC TANK