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LOT 21
VACANT
FND CAP
5' OFFSET
TELE
GLEAN OUT:,,,
.
,areal O, 1403-130-0014-000-1
0.8' BLOOM
HEADWALL 589e20'130W 50.00'
TOP EL. -GA'
I
WME—a -- — -
I? RRIGATIOil CONTROL VALVE 0l0.
15.3' 2.3'
14.7'
6
14
LOT 20
FORM BOARD LOCATION
CFORM5 ONLY)
4151
TOE OF FORMS
EL.=G.G'
5.0_
1a.7 _
— o• 5.51.—
METAL
UGHTPOLE
UE-1 N GONG.
I�
4};OOtiG., WALK' .
FND DRILLHOL
FND CAP
5OFFSET
FND DRILLHOLE
SOUTH LIMITS OF PLAT
-Form 6t.rd
St. Lu IN9 Co
Date11L' 211el
prove
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LOT 1,r1
VACANT
LEGEND
OF SURVEY ABBREVIATIONS
HEAD WALL
A
DELTA ANGLE
H.V.
A/C
AIR CONDITIONER
L.
LENGTH
AVE.
AVENUE
#
LIGHT POLE
AVG.
AVERAGE
M.
MEASURED
B.B.
BEARING BASE
MR
MANHOLE
i
BASELINE
KH.V,L.
MEAN HIGH WATER LINE
BENCH MARK
MON.
MONUMENT
BILK
BLOCK
NLB
NAIL L DISK
BLV➢,
BOULEVARD
N.
NORTH
C.
CURVE
Na.
NUMBER
C,B,
CHORD BEARING
NJC.
NOT INCLUDED
CBS.
CONCRETE BLOCK
O.H.W,
OVERHEAD WIRES
STRUCTURE
PG
PAGE
U.
CHORD DISTANCE
P.K.
PARKER KALON NAIL
E
CENTERLINE
P.
PLAT
C.L.F.
CHAIN LINK FENCE
P.C.
POINT OF CURVATURE
CA,
CHORD DISTANCE
P,C.P,
PERMANENT CONTROL POINT
CM.
C.M.P.
CONCRETE MONUMENT PI.
CORRUGATED METAL POPE
POINT OF 114TERSECTMN
CONC.
CONCRETE
P�
PROPERTY LINE
C.R.
COUNTY ROAD
P,M.
POWER METER
CT.
COURT
P.G.B.
POINT OF BEGINNING
C/S
CONCRETE SLAB
P.G.C.
POINT OF COMMENCEMENT
CON'
CORNER
PRC
POINT OF REVERSE CURVE
D.
DEED
P.R.M.
PERMANENT REFERENCE MONUMENT
D.B.
DEED BOOK
PROP.
cQI
PROPOSED
POWER POLEP
DE
DEPARTMENT OF
RAIL
RADIAL OR RADIUS
ENTAL
CPROTECTIONR/V
RIGHT OF WAY
D
DISTANCE
DISTANCE
S.
SOUTHSEC,
➢NR
DEPARTMENT OF
SECTION
NATURAL RESOURCES
SOFT.
SQUARE FEET
➢
DRIVE
S.R.STATE
ROAD
E..
EAST
ST.
STREETSTA.
EASE.
EASEMENT
STATION
EL
ELECTRICAL
STRUC.
STRUCTURE
EL,.
ELEVATION
SUB.
SUBDIVISION
E.O.V.
EDGE OF WATER
T.B.M.
TEMPORARY BENCH MARK
F
FINISHED FLOOR
TELE.
TELEPHONE
FND.
'a
FOUND
FIRE HYDRANT
T.G.B.
TOP OF BANK
FP.L,
POWER L LIGHT
TOPO.
TOPOGRAPHICAL
I.P.
IRON PIPE
IRON PI
TR.
TRACT
I.R.
IRON ROD
TWSP.
TOWNSHIP
INV.
INVERT
UE-I
UTILITY EASEMENT
IRRIGATION
U L D
UTILITY i DRAINAGE
GO
GR.
GOVERNMENT
U.R.
UNREVEST ABLE
GR.
GRADE
W.M,E.
WALL
CND.
GROUND
MAINTENANCE EASEMENT
HP.
HORIZONTALPOINT
VV
WATER METER
H.P.
HIGH POINT
WV
WATER VALVE
�--r
COMBINED LOTS
LEGAL DESCRIPTION, ALL OF LOT 20. BLOCK 2
AVALON BEAGH P.U.D.
ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 55, PAGE 19 OF THE PUBLIC
RECORDS OF ST. LUCIE GOUNTY. FLORIDA.
CONTAINING 0.10 ACRES MORE OR LE55
SURVEY NOTES:
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. 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
SUPPORTED WITH AN 18" LONG #5 REBAR
ALL (G':,:D CAPS ARE A 5/e" RUDWITIN 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.
B. BEARING BASE ON EAST LINE OF LOT 20
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'
Z' GUTTER
CATCH BASIN
SENT 7BM TOP EL.-3.G7' CERTIFIED TO:
ON PK NAL of OCEAN ESTATES DRIVE. LLC
EL.-4.24" O
SEWER MANHOLE �I
TOP EL.-4.14' / L-1 0-1
I
I
�OGEAN ESTATES DRIVE N89'20'13'E 39.BG' R=1080' N.R.
C 30' PRIVATE R/W� 20' PAVEMENT A=36'37'38'
CATCH BASIN . GB=N71'01'24'E
TOP EL.-3.G2'
GD=10.68'
2' GUTTER 517E PLAN NOTES
1, COUNTY WATER + SEWER AVAILABLE FOR THIS PARCEL.
2, A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A 10% GRADE
_ _ —. — — 0.B' BLOCK 3, FIRST FLOOR ELEVATION ESTABL15HED WITHOUT A HEALTH DEPARTMENT PERMIT.
_ —. — . ' —' —' —' —. —. —.. HE
4, PROF05ED DRAINAGE PLAN DESIGNED TO MEET FLORIDA BUILDING CODE. RE51DENTIAL REQUREMENTS.CR401.30
—•— — —'— —'— —' [.o.W. 3 TOP EL-4.1' 5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 4-1
0.8' BLOCK EL.-O.3' ti 6, WHEN A CULVERT IS REQUIRED THE INVERTS ARE TO BE SET BY PUBLIC WORKS DEPARTMENT AND WILL Be DETERMINED AT STAKE AND
HEADWALL WATER GRADE.
TOP EL-4.3' 7- ALL 5TORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF IZ 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 SUINVEY TYPE: FLOOD ZONE: X
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED MMMMMUM BOUNDARY/SITE DATE: REVISIONS: 8Y., EFFECTIVE DATE: 02/19/20
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. PNL INDNO.ICATES
SEXISTING K
KMA Engineering &Surve In LLC CHECKED BY: W.E.H. 12/18/20 RENSEO FLOOD PANEL INFO LEH ®�QjNDicA7ES PROPOSED ELEVATION
Surveying,
DRAWN BY: L.E.H. 12/31 /20 ADDED PROPOSED POOL WEH & INDICATES AS -BUILT ELEVATION
� ELEVATIONS ARE FOR CALL.
ConsultingEngineers & Surveyors FIELD BOOK: 10 18 21 UPDATED FIELD WORK SMD PURPOSES ONLY,
g SSZ / / THERE ARE NO WELLS OR SEPTICS
PAGE N0: WITHIN 100' OF PROPERTY UNLESS
2345 14th Ave. Suite 3 Vero Beach, Fl. 32960 67 10/26/21 FORM BOARD LOC. JEK SHOWN.
/ r tFlELDDATE. _....._zLv..._ PROPOSED SWALPROPOSED E LINEEKMAPhone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: survey@kmafl.com01 18 20 INDICATES LOT DRAINAGE M, ®INDICATES DRAINFIELD
WILLIAM E. HA vRST oAT■ Certificate of Authorization Number: L.B.8351 1�10LIVING AREA 2,581 sa.Pt.
ENGINEERING & SURVEYIPIG LOT AREA 4,489 sa,Ft.
s➢0o R■OI■Tnw'L'L0N No "is �-2627
[D-SEPTIC TANK