HomeMy WebLinkAboutFormBoard SurveyC-1
R=780.00' N.R.
L=39.18'
A=2'52'42"
GB=N73'40'5G'W
GD=39.18'
C-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 153.52'
FND
LOT 213
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TOP OF BANK
GO' DRAINAGE R/W
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LEGEND
A
DF SURVEY ABBREVIATIONS
DELTA ANGLE
H,W,
HEAD WALL
A/C
AIR CONDITIONER
L
LENGTH
AVE.
AVENUE
1Qf
LIGHT POLE
AVG
AVERAGE
M
MEASURED
B.B.
BEARING BASE
Mkt
MANHOLE
t
BASELINE
HktWL
MEAN HIGH WATER LINE
H.N.
BENCH MARK
MOKKKT
BLK.
BLOCK
NNN�O
NAIL DISK
BLVD.
BOULEVAR➢
N.
NORTH
B.SL.
BUILDING SETBACK LINE
Na
NUMBER
C.
CURVE
N.IC.
NOT INCLUDED
C.B.
CHORD BEARING
MR.V.
OVERHEAD WIRES
C.B.S.
CONCRETE BLOCK
P4
PAGE
STRUCTURE
PX
PARKER KALON NAIL
C.D.
CHORD DISTANCE
P
PLATP.C.
CENTERLINE
POINT OF CURVATURE
GLF,
CHAIN LINK FENCE
P.C.P.
PERMANENT CONTROL POI
CA
CHORD DISTANCE
P.I.OINT
OF INTERSECTION
CRP.
C.K
CONCRETE MONUMENT p'
CONCRETE D METAL PIPE
PROPERTY LINE
CONE.
CONCRETE
PJL
POWER METER
CA
COUNTY ROAD
PILL
POINT OF BEGINNING
CT.
CART
PaC,
POINT OF COMMENCEMENI
PAC
POINT OF REVERSE CUR'
CDR.
CORNER
PRM
PERMANENT R6ERENCE I
PROP.
PROPOSED
DEED
RnJ
POWER POLE
DE
DEP
T
DEPARTMENT
ROD,
RADIAL OR RADIUS
EISTAN E,IK p �
RIGHT O' WAY
DISBNR
DISTANCE
S.
S.
SECTI
DNR
DEPARTMENT OF
SEC.
BR.
SECTION
SDUARE FEET
DR.
NATURAL RESOURCES
DRIVE
SR.
STATE ROAD
E.
EAST
ST.
STREET
ESMT.
EASEKENT
STA.
SIR=
STATIONELEL.
STRUCTURE
EL.
ELECTRICAL
ELEVATION
SUB,
SUBDIVISION
E.H.W.
EDGE OF WATER
T.BR
TEMPORARY BENCH MARK
FF.
FINISHED FLOOR
TELE.
TELEPHONE
FND.
FOUND
TAB.
TOP OF RAW
it
FOE HYDRANT
TOPO.
TOPOGRAPHICAL
FPL.
FLORIDA PDVEA L LHBR
TR,
TRACT
I.P.
IRON PIPE
TVSP.
TOWNSHIP
I.R.
IRON ROD
U L D
UTILITY L DRAINAGE
INV.
INVERT
UR
UNREADABLE
MR.
IRRIGATION
W.
VEST
GGV'T
GOVERNMENT
®
WATER METER
GR.
GRADE
VV
WATER VALVE
GND.
GROUND
COMBINED LOTS
HGRL HORIZONTAL
MP. 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 CO.. FLORIDA. SAID LAND5
LYING IN ST. LUCIE GO., FLORIDA.
CONTAINING 0.54 ACRES MORE OR LESS
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 FFDATE
TYPE: FLOOD ZONE: X
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED UNDARY/TOPO DATE: REVISIONS: BY: EFFECTIVE DATE: 02/15/12
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, PNL NO.: 12111CO160 J
KMAEngineering & Surveying, LLC . W.E.H. 03/09/16 PROPOSED ADDITION KKB 07/12/21 FORMBOARD LOCATION JPL
K.K.B. o6/m/1B REVISED SURVEY LEH ® INDICATES EXISTING ELEVATION
Consulting Engineers &Surveyors ELEVATION
: 348 04/26/17 REVISED HOUSE PLAN LEH INDICATES ASINDICATES -BUILT ELEVATION
ELEVATIONS ARE FOR CALL.
PURPOSES ONLY.
2345 14th Ave. Suite 3 Vero Beach, Fl. 32960 IN 79 06/21/17 REVISED PER REQUEST JJD
-7 LI VKMA
Phone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: survey@kmafl.com 0� 14 16 12/21/17 REVISED PER REQUEST WILLIAM Ir. HAV VRST bw'�J— 1�-30' 05/17/21 UPDATED SURVEY F`NGINEE'RING d� SURVEYING Certificate of Authorization Number: L.B.835115 21-2371 06/22/21 UPDATED SURVEY