HomeMy WebLinkAboutFINAL SURVEYPARCEL # 1403-130-0O10-000-3
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ABBREVIATIONS
p
DELTA ANGLE
H.V.
HEAD WALL
A/C
P1R CONDITIONER
L
LENGTH
AWE.
AVENUE
LIGHT POLE
AVG
AVERAGE
R
MEASURED
B.H.
HEARING BASE
HM
MEAN
HDNI,
HI ii
BEAN HIGH
H@H.
HENCNI HARK
6NDISK
BLIL
BLOCK
N&B
NAIL
BLVD.
BDULEVARD
N,
IORTH
G
CURVE
No.
NUMBER
C.H.
CHDRD BEARING
RUC.
NOT INCLUDE
C.B.S.
CONCRETE BLOCK
O.H.V..
OVERHEAD W
F.➢.
STRUCTURE
CHOR➢ DISTANCE
pG
P,K,
PAGE
PARKER KALt
£
C1.P.
CENTERLINE
CHAIN UNK FENCE
P
P.C.
PLAT
POINT OF CU
C.➢.
CHORD DISTANCE
RCP.
PERMANENT(
C.M.
CJLP.
CONCRETE MONUMENT
CORRUGPTED METAL
PIPE p L
POINT OF IN
COMM
CONCRETE
P.L
P,N,
PROPERTY LI
POWER METE]
CA
COUNTY ROAD
P.O.H.
POINT OF BE
CT.
C/S
COURT
CONCRETE SLAB
ROC,
POINT OF CO
COR.
CORNER
PRC
POINT OF RE
D.
➢EED
PHIL
PERMANENTf
D9.
➢EED BOOK
PROP,
�o
PROPOSED
POWER POLE
DEP
DEPARTMENT OF
ENVIR@fRNTAL FROTECTIDN
RAD
RADIAL OR R
DIST.
DISTANCE
R/V
S.
RIGHT OF VI
SOUTH
BUR
DEPARTMENT OF
SEC
SECTION
NATURAL RESOURCES SOFT,
SQUARE FEEI
➢R
DRIVE
SIt.
STATE ROAD
E.
EAST
ST.
STREET
EASE
EPSEMENT
STA
STATION
EIEC
ELECTRICAL
STRUC.
STRUCTURE
El.
EIEVAT/ON
SUB,
SUBDIVISION
EA.V.
E➢GE IO' WATER
T.BM
TEMPORARY)
FP.
FINISHED FLOOD
TELE.
TELEPHONE
FND
FOUN➢
TJ1H.
TOP OF DAM
Yl
FIRE HYDRANT
TOPE],
TOPOGRAPHIC
FPI..
FLOPton PDVER
LIGHT TX
TRACT
IP.
IRON PIPE
TWSP,
TOWNSHIP
IR
IRON ROD
UE-I
UTILITY EASI
INV.
INVERT
U L D
UTILITY L D
1RR.
IRRIGATION
GOV'T
GOVERNMENT
UAL
UNREADABLE
GR
GRADE
V,
W,M,E.
VEST
MALL HARM
CND,
GROUND
WV
WATER
NORZ.
HORIZONTAL
RP.
HIGH POINT
WV
WATER VALC
\ VAL
�-r
-
COMBINED LC
LEGAL DESCRIPTIONS ALL OF LOT G. BLOCK 2
AVALON BEAUrl 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.
CONTAINMG 0.10 ACRES MORE OR LESS
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,
8. 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-i (UTILITY EASEMENT) AS DESCRIBED PER
AT 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:
TRM CONSTRUCTION MANAGEMENT