HomeMy WebLinkAboutformboardO'N 1.
Parcal 0, 1403-130-0014-000-1
0.6' BLOCK
HEADWALL 50.00'
Q
1°20'13'W
TOP EL.-G.9' SB
SOUTH LMT5 OF PLAT I
— WME FIND CAP
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LOT 23
FORM BOARD LOCATION
CFORM5 ONLY)
#139
TOP OF FORM5
EL.=G.8'
I
IO UE-1 METAL
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N GONC.
L 4'::ONG WALK-
SET TBM
ON PK NAIL
EL.-4.85 OCEAN ESTATES DRIVE
C 30' PRIVATE R/W ) 20' PAVEMENT
'THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
AV ,
` 10/26/Ea
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DAMS:
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LOT 22
VACANT
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St. tLucip Co FL
Date AppiQ�d
LEGEND
OF SURVEY ABBREVIATIONS
HEAD WALL
A
DELTA ANGLE
H.W.
A/C
AIR CONDITIONER
L.
LENGTH
AVE.
AVENUE
LIGHT POLE
AVG,
AVERAGE
M.
MEASURED
B,B.
BEARING BASE
M.H.
MANHOLE
BASELINE
H.H,V,L.
MEAN HIGH WATER LINE
B.M.
BENCH MARK
MON.
MONUMENT
ILK.
BLOCK
N&D
NAIL 6 DISK
BLVD.
BOULEVARD
IN,
NORTH
C.
CURVE
No.
NUMBER
C.B.
CHORD BEARING
NIC.
NUT INCLUDED
C.H.S.
CONCRETE BLOCK
D.H.W.
OVERHEAD WIRES
C.D.
STRUCTURE
CHORD DISTANCE
CENTERLINE
PG.
P,K,
PAGE
PARKER KALON NAIL
F.
C.L.F.
CHAIN LINK FENCE
P.
PLAT
C.D,
CHORD DISTANCE
P,L,
POINT OF CURVATURE
C.M.
CONCRETE MONUMENT
P,CA.
PERMANENT CONTROL POINT
C.M.P.
CORRUGATED METAL PIPE
,
PI'
POINT OF INTERSECTION
C
CONCRETE
PL.
PROPERTY LINE
C..R.R.
COUNTY ROAD
P,M,
POWER METER
CT.
COURT
RUB.
POINT OF BEGINNING
C
CONCRETE SLAB
pac.
POINT OF COMMENCEMENT
CDR. .
CORNER
PRC
POINT OF REVERSE CURVE
D.
DEED
PRA.
PERMANENT REFERENCE MONUMENT
D.B.
DEED BOOK
PROP.
PROPOSEDCQ, POWER POLE
DEP
DEPARTMENT OF
ENVIRONMENTAL PROTECTION
RAD
R/W
RADIAL OR RADIUS
RIGHT OF WAY
DIST,
DISTANCE
S.
SOUTH
➢NR
DEPARTMENT OF
SEC.
SECTION
NATURAL RESOURCES
SQ.FT.
SQUARE FEET
DR.
DRIVE
SA,
STATE ROAD
E.
EAST
ST.
STREET
EASE.
EASEMENT
STA.
STATION
ELEC,
ELECTRICAL
STRUC.
STRUCTURE
EL.
ELEVATION
SUB,
SUBDIVISION
E.O.W.
EDGE OF WATER
T.B.M.
TEMPORARY BENCH MARK
F.F.
FINISHED FLUOR
TELE,
TELEPHONE
FND.
)Cr
FOUND
FIRE HYDRANT
T.O.B.
TOP OF BANK
F.P.L.
ORIDA PAVER N LIGHT
TOPO.
TOPOGRAPHICAL
I.P.
IRON
IRON PIPE
TR.
TRACT
I.R.
IRON ROD
TWSP.
TOWNSHIP
I NV.
INVERT
UE-1
UTILITY EASEMENT
I
IRRIGATION
U D
UTLITY 6 DRAINAGE
GO
GR.R.
GOVERNMENT
U.R..
UNREADABLE
G
GRADE
W.N.E.
WALL
CND.
GROUND
MAINTENANCE EASEMENT
H
HORIZONTAL
WV
WATER METER
HIP,
HIGH POINT
WV
WATER VALVE
�—.
COMBINED LOTS
LEGAL DE5CRIPTIONr ALL OF LOT 23, BLOCK 2
AVALON BEACH P.U.D.
ACCORDING TO THE PLAT THEREOF A5 RECORDED
IN PLAT BOOK 55, PAGE 19 OF THE PUBLIC
RECORD5 OF ST. LUCIE COUNTY. FLORIDA.
CONTAINING 0.10 ACRE5 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. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY
CLIENT,
5. NO STRUCTURES OR UTILITIES THAT ARE
BENEATH THE SURFACE HAVE BEEN LOCATED.
B. ALL SET CAPS LABELED PSM WEH 8351 ARE
SUPPORTED WITH AN 180 LONG g5 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.
B. 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'
139.BG'
P.G.
CERTIFIED TO:
OCEAN ESTATES DRIVE. LLC
L-1
NB9'20'13'E 50.00'
5ITE PLAN NOTES.
1, COUNTY WATER + SEWER AVAILABLE FOR THIS PARCEL.
2' auIER 2, A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A IOZ GRADE
3, FIRST FLOOR ELEVATION ESTABU5HED WITHOUT A HEALTH DEPARTMENT PERMIT.
4, PROPOSED DRAINAGE PLAN DESIGNED TO MEET FLORIDA BUILDING CODE. RE51DENTIAL REQUIREMENT5.CR401.3)
5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 4,1
6, 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 5TORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF 1Z LONGITUDINAL SLOPE OR
OTHERWISE ACCEPTED.
81 PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES WITHOUT APPROVED
BUILDING PERMITS.
KMA Engineering & Surveying, LLC
Consulting Engineers & Surveyors
2345 14th Ave. Suite 3 Vero Beach, Fl. 32960
Phone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: survey@kmafl.com
E:PJOINEEFiNG & SURVEYING Certificate of Authorization Number: L.B.8351
BOUNDARY/SITE
DATE:
REVISIONS:
BY:
EFFECTIVE DATE: 02/19/20
PNL NO.: 12111CO087 K
CHECKED BY: W E.H
12/16/20
REVISED FLOOD PANEL INFO
LEH
® INDICATES EXISTING ELEVATION
A®�5Q� INDICATES PROPOSED ELEVATION
ELEVATIONS TEA ES BUILTA ELEVATION
PURPOSES Y THERE ARE NO WELLS OR SEPTICS
WITHIN 100' OF PROPERTY UNLESS
SHOWN,
PROPOSED CONTOUR LINE
_ PROPOSED SWALE LINE
INDICATES LOT DRAINAGE
®INDICATES DRAINFIELD
LIVING AREA 2.581 saft.
LOT AREA 4,500 so.f{.21 M==SEPIC TANK i
DRANK BY: L.E.H.
12/31/20
ADDED PROPOSED POOL
WEH
FIELD Boat: 382
10/18/21
UPDATED FIELD WORK
SMD
PAGE Na
67
10/27/21
FORM BOARD LOC.
JEK
MID DATE: 01 16 20
SCALE: n r
=10
JOB roNa0: a, 3Y-2628