HomeMy WebLinkAboutSurvey_Lot 20_20-012 - BParcel D71 14O3-13OwOO14-000-1
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LOT 19
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A
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➢ELTA ANGLE
ABBREVIATIONS
KVs
HEAD WALL
COND[TIBNER
L
LENGTH
AVE.
AVENUE
Z:
LIGHT POLE
AVG
AVERAGE
N.
MEASURED
H.B.
HEARING RASE
KH,
MANHOLE
$
BASELINE
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MEAN HIGH WATER LINE
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BENCH NARK
MOM
MDNUMENT
BLK,
BLOCK
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BOULEVARD
N.
NORTH
C.
CURVE
No.
NUMBER
Be.
LHDRD BEARING
NOC.
NOT INCLUDED
C.H.S.
CONCRETE BLOCK
BKW.
OVERHEAD WIRES
D.
STRUCTURE
CHORD DISTANCE
pG.
PAGE
CENTERLINE
FixPARKER
KALON NAIL
C.LF,
CHNIN LINK FENCE
p,
Pico
PLAT
POINT OF CURVATURE
C,D.
Fµ
CHORD DISTANCE
CONCRETE MONUMENT
pC,P.
PERMANENT CONTROL PD
CORRUGATED METAL PIPE P1
POINT OF INTERSECTION
CONC.
CONCRETE
PI.
PROPERTY LINE
C,R
COUNTY ROAD
piµ
POWER METER
CT.
COURT
p,BB.
POINT OF BEGINNING
C/S
CONCRETE SLAB
P11C,
POINT OF COMMENCEMEN'
COR.
CORNER
PRO
POINT OF REVERSE CUR
D.
➢EED
Piµµ
PERMANENT REFERENCE
D.H.
DEE➢ BOOK
PROP,
c�
PROPOSED
➢EP
DEPARTMENT OF
POWER POLE
ENVIPBMIENTN. PROTECTION
HAD,
HAD
RADIAL OR RADIUS
DUST.
DISTANCE
RIGHT OF WAY
➢NR
DEPARTMENT DF
S.
SEC,
SOUTH
SECTION
DR.
NATURAL RESOURCES
DRIVE
SQ.FT.
SQUARE FEET
E
EAST
SLR,
STATE RBAD
EASE
EASEMENT
ST,
STA.
STREET
STATION
ELEC.
EL
ELECTRICAL
ELEVATION
STRUC.
STRUCTURE
E,BV.
EDGE OF WATER
SUB,
SUBDIVISION
FF,
FINISHED FLOOR
T.B.K
TEMPGRARY BENCH HARK
FIND.
FOUND
TELE,
TELEPHONE
Yl
FIRE HYDRANT
Tall,
TOP OF BANK
F.Pl.
FL®ti➢A PDVER 4 LIGHT
TOPB
TOPOGRAPHICAL
IF.
IRON PIPE
TR.
TRACT
I.R.
IRON ROD
TWSP,
TOWNSHIP
INV.
INVERT
UE-1
UTILITY EASEMENT
IRR
IRRIGATION
U a D
UTILITY a DRAINAGE
GOV'T
GOVERNHENT
U.R.
UNREADABLE
GR.
GRADE
WINE,
CND.
GROUND
ygELT MAINTENANCE EAST
HORZ
HORIZONTAL
WV
WATER METER
HY.
HIGH POINT
WV
VALVE
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COMBINED LOTS
LEGAL DESCRIPTIONS ALL OF LOT 20, BLOCK 2
AVALON MACH P.U.D.
ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 55, PAGE 19 OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
CONTAINING OLIO 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 TI THE BELOW
NAMED INDIVIDUALS
3. LEGAL DESCRIPTION SUPPLIED BY CLIENT,
OF HOUSE (IF SHOWN) SUPPLIED BY
CLIENT.
STRUCTURES OR UTILITIES THAT ARE
BENEATH THE SURFACE HAVE BEEN LOCATED.
6. ALL SET CAPS LABELED PSM WEH 4416 ARE
SUPPORTED WITH AN 18" LONG #5 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 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
DA ED 02-141lll07. ELEVATIONS CONVERTED FROM
NGVD TO NAVD, CONVERSION FACTOR OF 1.43'
CERTIFIED TO:
OCEAN ESTATES DRIVE. LLC
L-1 G-1
N89'20'13'E 39.86' R=17.00' N.R.
L=10.87'
= A3G'37'38'
GB=N71'01'24T
GD=10.G8'
SITE PLAN NOTES,
1� COUNTY WATER + SEWER AVAILABLE FOR TH15 PARCEL.
2� A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A 107. GRADE
3. FlRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH DEPARTMENT PERMIT.
4� PROPOSED DRAINAGE PLAN DESIGNED TO MEET FLORIDA BUILDING CODE. RESIDENTIAL REOUIREMENTS.CR401.33 ''..
5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 4,1 L.
G� WHEN A CULVERT 15 REOURED THE INVERTS ARE TO BE SET BY PUBLIC WORKS DEPARTMENT AND WILL BE DETERMINED AT: STAKE AND
GRADE.
h ALL STORMWATIER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF 17 LONGITUDINALSLOPE OR
OTHERWISE ACCEPTED.
8� PLOT PLANS ARE NOT TO BE U5ED FOR CONSTRUCTION LAYOUT PURP05E5 WITHOUT APPROVED
BUILDING PERMITS.