HomeMy WebLinkAboutRevised_Survey_20-010 - B (2)0,8' BLOCK
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THIS SURVEY MAP AND REPORT DR COPIES THEREOF ARE
NGT VALID WITHGUT THE SIGNATURE AND ORIGINAL RAISED
SEAL GF A FLDRIDA LICENSED SURVEYOR AND MAPPER,
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NORTH LR9T5 OF PLAT
LOT 6
VACANT
LEGEND
OF SURVEY ABBREVIATIONS
HEAD WALL
A
DELTA ANGLE
H,W,
A/C
AIR CONDITIONER
L
LENGTH '..
AWE,
AVENUE
LIGHT POLE '.
AVG
AVERAGE
MEASURED
B9.
HEARING BASE
MR
MANHOLE
@
BASELINE
MRW.L,
MEAN HIGH WATER LINE
B.µ
BENCH MARK
MON,
MONUMENT
BLK,
BLOCK
N&D
NAIL L DISK
BLVD.
BOULEVARD
Ni
NORTH
C,
CURVE
No.
NUMBER
C.H.
CHORD HEARING
µIC.
NOT INCLUDED
C,H.S.
CONCRETE BLOCK
ORW.
OVERHEAD WIRES
STRUCTURE
PG.
PAGE
CAA
CHOR➢ ➢ISTANCE
P,K,
PARKER KALON NAIL
E
CENTERLINE
P
PLAT
C,L.F.
CHAIN LINK FENCE
P,C,
POINT OF CURVATURE
C.A
CHORD DISTANCE
P,C.P.
PERMANENT CONTROL POINT
C.N.
CONCRETED MONUMENT
PI
POINT OF INTERSECTION
C.N.P.
CORRUGATED METAL PIPE
P1.
PROPERTY LINE
CONC
CONCRETE
PR
POWER METER
CA.
COUNTY ROAD
RMB,
POINT OF BEGINNING
CT,
COURT
P,GC,
POINT OF COMMENCEMENT
C/S
CONCRETE SLAB
PRO
POINT OF REVERSE
CURVE
LOµ
LORNEq
PAR
PERMANENT REFERENCE MONUM':
0.
DEED
PROP,
PROPOSED
O.H.
DEED HOOK
CQo
POWER POLE
➢EP
DEPARTMENT OF
RAD
RADIAL OR RADIUS
FNVIRONEIIIAL PROTECTION
R/V
RIGHT OF WAY
DIST.
➢ISTANCE
S.
SOUTH
➢NIL
➢EPARTHENT OF
SEC,
SECTION
DR.
NATURAL RESOURCES
DRIVE
SGET,
SQUARE FEET
E
EAST
SR.
STATE ROAD
EASE.
EASEMENT
ST,
STA.
STREET
STATION
ELEC.
ELECTRICAL
STRUC,
STRUCTURE
EL
ELEVATION
SUB,
SUBDIVISION''
E.dV.
EDGE OF WATER
T R
TEMPORARY BENCH MARK
FA,
FN➢.
FIMSHEO FLOOR
FOUND
TELE.
TELEPHONE
YY
FIRE ANT
TA.H.
TOP OF BANK
FP.L
iLDRIM POWER i LIGHT
TOPO.
TOPOGRAPHICAL
I,P.
IRON PIPE
TR,
TRACT
SR.
IRON ROD
TVSP,
TOWNSHIP
INV,
INVERT
UE-i
UTILITY EASEMENT
IRR.
IRRIGATION
U 4 D
UTILITY L DRAINAGE
GOV'T
GOVERNMENT
UR,
UNREADABLE
GR.
GRADE
W:KE,
WSH
GNA
GROUND
MAINTENANCE EASEMENT
NORZ,
HORIZONTAL
WV
WATER METER
HP.
HIGH POINT
WV
WATER VALVE
4-a
COMBINED LOTS
LEGAL DESCRIPTIONS ALL OF LOT 7. BLOCK 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. LUCIE COUNTY, FLORIDA.
CONTAINING OvIO 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.
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 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'
TO:
OCEAN ESTATES DRIVE. LLG
SITE PLAN NOTES I
L COUNTY WATER � SEWER AYAtl.ABLE FOR THIS PARCEL. ''..
2� A DRIVEWAY MAXIMUM SLOPE IS NOT TO EXCEED A 107. GRADE '...
3. FlRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH DEPARTMENT PERMIT. '.
4PROPOSED DRAMAGE PLAN DESIGNED TO MEET FLORIDA BOLDING GODS. RESIDENTIAL REQUIREMENTS.CR401.3�
5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 4d
G� WHEN A CULVERT 15 REQUIRED THE INVERTS ARE TO BE SET BY PUBLIC WORKS DEPARTMENT AND WILL BE DETERMINED AT STAKE AND
GRADE.
7ALL ST IRMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF 17. LONGITUDINAL SLOPE OR
OTHERWISE ACCEPTED,
8PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES WITHOUT APPROVED
BUILDING PERMItS.
HAYHURST LAND SURVEYING INC.
CERTIFICATE OF AUTHORIZATION NUMBER CL.B. 7364�
SURVEYING 8e MAPPING COMPANY
446 9TH ST. S.W. Unit-7
VERO REACH, F'L. 32962
PHONE: (772) 569-6680
FAX: (772) 770-3446 fil
e hayhurstls(Mive.com
SURVEY ��
BOUNDARY/TOPO.
DATE:
REVISIONS:
BY:
EFFECTIVENDATE: 02/19/20
pNL NO.: 12111C008 K
CHECKED BY: W.E.H.
12/18/20
REVISED FLOOD PANEL INFO
LEH
®INDICATES EXISTING ELEVATION
,g®Q INDICATES PROPOSED ELEVATION'..
ELEVATIONSEARE SF FOR CALC LT ELEVATION
THERE SARE NOES WELLSOR SEPTICS
SWITHIN HOWN 100' OF PROPERTY UNLESS
-ztw- PROPOSED CONTOUR LINE
PROPOSED SWALE LINE
LOT DRAINAGE
INDICATES DRAINFIELD
LIVING AREA .-00 go. yfSBgo.ft=a,fPS.
LOT AREA 4,500 saSl1_s�ftft.
ASEPTIC TANK
/
RANK BY: L.E.H.
FlELD BOaC: 378
PAGE N0: 10
FIELD DATE 01 t 8 20
SCALE .� a_.� 01
..11ll,l,,,lll,,,olllllomll-INDICATES
JOB N0: ZO-01O