HomeMy WebLinkAboutBoundary SurveyMIN. S BACK REQ.
FRONT �,14�_ -
R=780.00' N.R.
L=39.18'
A=2'52'42'
GB=N73'40'5G'W
GD=39.18'
G-2
R=410.00' N.R.
L=82.00'
A=11'27'34'
GB=N77'58'22'W
GD=81.87'
L-1
NOO'41'2G'W 183.82'
LOT 2G
DRAINAGE DITCH
F.P.F.W.O�D. CANAL
1 TOP OF BANK
GO' DRAINAGE R/W
FND I . 'N59o19'07'E 115.00' ",°_NORTH LIMITS OF PLAT
10' PUBLIC U+D ESMT.�
I I I
� I
�
Y SWELL
i I ULr
J
I I
12
C\
GENERATOR
•
P D
24' Il9
�-
WELL I
lS
_ T— —
I
r
PUMP
ON BLK5
a
N .. I
LOT 24
--.
'
A/C� 32.2
�o
It
GONG
EMSTNG
LOT 25
GONG I
DRIVE
o.a WEST,,r12o.GB
, GARAGE
I
1 STORY
I
O
121.8_
CBS
za• u.B•
253,
#3407
F.F.EL =21.2"
�.� `:"
U)
w .+ ,+°^. •.3 �Lq•
is
o
EXISTING,
23,
GONG DR
'171W#",
FND
A�
2' CURB
I
TO
i
2' CURB �OYf
� FN gR,P�NE
\ PAVFMFryI \
FND G.M.
CATCH xv D4
BASH
C PRIVATE ")
W GURB \\
u
/OIQ
MAMtOLE
CURB
LEGEND
OF SURVEY ABBREVIATIONS
HEAD WALL
A
DELTA ANGLE
KW.
A/C
AIR CONDITIONER
L.
LENGTH
AVE.
AVENUE
>
LIGHT P0.E
AVG,
AVERAGE
K
MEASURED
S.
HEARING RASE
KK
MANHOLE
BASELINE
KNVL.
MEAN HIGH WATER LINE
B.M,
BENCH MARK
MON.
MONUMENT
BLK.
BLOCK
MLD
NAIL & DISK
SLVA
BOULEVARD
K
NORTH
ASL
BUILDING SETBACK LINE
No,
NUMBER
C
CURVE
KIC,
NOT INCLUDED
CB.
CHORD BEARING
O.H.V.
OVERHEAD WIRES
C.B.S,
CONCRETE BLOCK
PG.
PAGE
STRUCTURE
PK
PARKER KALON NAIL
Q.D.
CHORD DISTANCE
P�
PLAT
@
CENTERLINE
P.C.
POINT R' CURVATURE
CLP,
CHAR LINK FENCE
PCP.
PERMANENT CONTROL PO
CA
CA
C.M.P.
CHORD DISTANCE P.I.
CONCRETED METAL PL
CORRUGATED METAL PIPE
PORT ff INTERSECTION
PROPERTY LUG:
COMMCONCRETEPAIL
PA
POWER METER
C.R.
COUNTY ROAD
POINT OF BEGINNING
CT.
CORK
PAC.
POINT OF COMNENCEMEN
C/S
COSLAB
E
PAC
POINT OF REVERSE CUR
COR
CORNERRNER
P.RM
PERMANENT REFERENCE
D.
D.
DEED
P9.
POWER ED
DB,
DEED BOOK
RAIL
POWER POLE
DEP
DEPARTMENT OF
RAW
RADIAL OR RADIUS
QryTANCE AL P�,a�
RIGHT OF WAY
DNR
DISTANCE
S.
S.
SOUTH
DNR
13F
SEC
SOFT.
SECTION
SQUARE FEET
DR
NRTMENT
ATURAL RESOURCES
DRIVE
S.R.
STATE ROAD
E.
EAST
ST,
STREET
ESMT.
EASEMENT
STAB
STATION
ELEC.
ELECTRICAL
SUB.
UCT
STRUCTURE
EL
EDGE
SUB.
SUBDIVISION
OFR!
EDGE OF WATER
TAX
TEMPORARY
TEMPORARY BENCH MARK
FF.
FP.
FOUND FLOOR
ELE
TOLE.
TELEPHONE
FND.
FORD
FAR.
TOP OF HANK
FIRE HYDRANT
TR.
TOPOGRAPHICAL
F.P
FPL
FLORIDARPI PDVFA A LIGHT
TRH
TRACT
I.P.
IRON PIPE
TOWNSHIP
I.R.
IRON ROD
U L
U N ➢
UTILITY i DRAINAGE
DN.
INVERT
UNREADABLE
IRO,
IRRIGATION
W.
W.
WEST
WEST
G
GOVERNMENT
CMWATER
METER
GR.R,
GRADE
W
WATER VALVE
GN0.
GiRRHD
COMBINED LOTS
NORL HORIZONTAL
H.P. HIGH POINT
LEGAL DESCRIPTION, ALL OF LOT 25
MONTE CARLO COUNTRY CLUB UNIT ONE
ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 23. PAGE 25 OF THE PUBLIC,
RECORDS OF ST. LUCIE GO.. FLORIDA. SAID LANDS
LYING IN 5T. LUCIE GO.. FLORIDA.
CONTAINING 0.54 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. SQ. 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 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 WEST LINE OF LOT 25
CERTIFIED TO:
FELIX DENMON
THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE SURVEY TYPE FLOOD ZONE: X
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED BOUNDARY TOPO DATE: REVISIONS: BY: EFFECTIVE DATE: 02/15/12
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. _ / _ PNL NO.: 12111CO160 J
KMA Engineering & Surveying, LLC �IE(GCED BY: W.E.H. 03/09/16 PROPOSED ADDITION KKB ® INDICATES EXISTING ELEVATION
V l/yr1�l INDICATES PROPOSED ELEVATION
1:2 a� DRAWN BY: K K.B OB/31 /18 REVISED SURVEY LEH INDICATES AS -BUILT ELEVATION
Consulting Engineers &Surveyors FlF ELEVATIONS ARE FOR CALC,
BOON: 348 04/26/17 REVISED HOUSE PLAN LEH PURPOSES ONLY.
2345 14tp Ave. Suite 3 Vero Beach, Fl. 32960 P ` No` 79 06/21/17 REVISED PER REQUEST BDR
L1�21;�Z_
lD DATE' 01 14 16 12/21/17 REVISED PER REQUEST JDJ
6 29� tPhone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: survey@kmafl.comWILLIAM E. HAY ST Dt! S ALE 1 0=30' 05/17/21 UPDATED SURVEY LEH
raormee:oxws, Lwrra KMA
a a & RtAP` "NGINCFRING & SURVEYING Certificate of Authorization Number: L.B.8351 Na
e wxmw nnaceaaaw=Clw xo s 10 1�-237� 06/22/21 UPDATED SURVEY SMD
- ff/18-D15