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LEGEND
A
OF SURVEY ABBREVIATIONS
DELTA ANGLE
H.M.
HEAD WALL
A/C
AIR CONDITIONER
L.
LENGTH
AVE.
AVENUE
>,`1
LIGHT POLE
AVM
AVERAGE
N
MEASURED
B.B.
BEARING BASE
M.H.
MANHOLE
@
BASELINE
MAdA..
MEAN HIGH WATER LINE
B.M.
BENCH MARK
MDR.
MONUMENT
BLK.
BLOCK
NLD
NAIL 4 DISK
BLVA
BOULEVARD
N.
NORTH
B.S.L.
BUILDING SETBACK LINE
Na
NUMBER
C.
CURVE
NJC.
NOT INCLUDED
GB.
CHORD BEARING
OH.W.
OVERHEAD MIRES
C.B.F.
CONCRETE BLOCK
PG.
PAGE
STRUCTURE
PK
PARKER KALON NAIL
C.A
E
CHORD DISTANCE
CENTERLINE
PPZ.
PLAT
CA
CHAIN LINK FENCE
POINT OF CURVATURE
CAA
CHORD DISTANCE
P.C.P.
PERMANENT CONTROL PE
C.M.
CONCRETE MONUMENT
P.i
POINT OF INTERSECTIO
Up.
METAL PIPE PL.
DMTAL
PROPERTY LINE
CONC.
CONCRETE
P.M.
POWER METER
C.R.
COUNTY ROAD
PILD.
POINT OF BEGINNING
CT.
COURT
P.O.C.
POINT OF COMMENCEIEN
C/S
CONCRETE SLAB
PRC
POINT OF REVERSE CUF
COP.
CORER
PAR
PERMANENT REFERENCE
A
DEED
PROP.
PROPOSED
D.B.
DEED BOOK
cad
POWER POLE
DEP
DEPARTMENT OF
RAD.
RADIAL OR RADIUS
ENVAMENTAL ppOIECTMN
R/W
RIGHT OF MAY
DIST.
DISTANCE
S.
SOUTH
DNK
DEPARTMENT OF
SEC.
SOFT.
SECTION
SQUARE FEET
NATURAL RESOURCES
SR
STATE ROAD
DR.
E.
DRIVE
EAST
ST.
STREET
ESMT.
EASEMENT
STA.
STRUC.
STATION
STRUCTURE
ELEC,
EL.
ELECTRICAL
ELEVATION
SUB.
SUBDIVISION
E.AW.
EDGE OF WATER
T.AR
TEMPORARY BENCH MARM
F.F.
FINISHED FLOOR
TELE,
TELEPHONE
FND.
FOUND
T.O&
TOP OF BANK
iY
FIRE HYDRANT
TWO.
TOPOGRAPHICAL
F.P.L.
FLORIDA POWER 4 LIGHT
TR.
TRACT
IP.
IRON PIPE
TWSP,
TOWNSHIP
IR
IRON ROD
U 6 D
UTO.RY 6 DRAINAGE
IRV.
INVERT
U.R.
UNREADABLE
IRR.
IRRIGATION
M.
WEST
GOV'T
GOVERNMENT
®
WATER METER
ON,
GRADE
WV
WATER VALVE
GNA
GROUND
4—r
COMBINED LOTS
HEIRL
HORIZONTAL
H.P.
HIGH POINT
LEGAL DESCRIPTION:
THE WEST 138 FEET OF THE EAST 276 FEET OF
THE NORTH HALF OF THE SOUTHWEST QUARTER OF
THE SOUTHWEST QUARTER OF THE NORTHWEST
CORNER OF SECTION 30, TOWNSHIP 35, RANGE 40
EAST, ST. LUCIE COUNTY, FLORIDA, LESS THE
NORTH 150 FEET AND THE SOUTH 25 FEET
THEREOF, TOGETHER WITH A NON—EXCLUSIVE
EASEMENT FOR INGRESS AND EGRESS PURPOSES
OVER THE NORTH 25 FEET OF THE FOLLOWING
DESCRIBED PARCEL OF LAND;
THE NORTH HALF OF THE SOUTHWEST QUARTER OF
THE SOUTHWEST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 30, TOWNSHIP 35 SOUTH,
RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, LESS
THE NORTH 150 FEET OF THE SOUTH 25 FEET AND
THE WEST 40 FEET.
CONTAINING 0.5 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.
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 THE EAST LINE OF PARCEL.
9. ORIGINAL IRC BM: JOSH EL.=14.40' NAVD 88
10. ELEVATIONS (IF SHOWN) HEREON ARE BASED
ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
CERTIFIED TO:
THOMAS H. STURGILL
GLORDA J. STURGILL
PARCEL #2430-233- W J
0002-000-7 I n O J
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PARCEL #2430-233-0002-000-7 O O LLJ
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SOUTH LINE OF SW 1/4 OF SW 1/4 OF NW 1/4 3s.00>
SITE PLAN NOTES: —�✓/I— S89°19'52"W 672.02' (OVERALL) —�
1: COUNTY WATER & SEWER NOT AVAILABLE FOR THIS PARCEL.
2: A DRIVEWAY MAXIMUM SLOPE IS NOT TO EXCEED A 10% GRADE
3: FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH
DEPARTMENT PERMIT.
4: PROPOSED DRAINAGE PLAN DESIGNED TO MEET FLORIDA SURVEY TYPE. BUILDING CODE, RESIDENTIAL REQUIREMENTS.(R401.3) THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE FLOOD ZONE: X
5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED BOUNDARY/SITE DATE: REVISIONS: BY: EFFECTIVE DATE: 2/16/12
EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 4:1 SEAL OF A FLDRIDA LICENSED SURVEYOR AND MAPPER, PNL NO.: 12111CO169J
6: WHEN A CULVERT IS REQUIRED THE INVERTS ARE TO BE SET CHECKED BY: W.E.H. K5ID INDICATES EXISTING ELEVATION
BY PUBLIC WORKS DEPARTMENT AND WILL BE DETERMINED AT KMA Engineering & Surveying LL C SMD �Q INDICATES PROPOSED ELEVATION
STAKE AND GRADE. DRAWN BY: ® INDICATES AS -BUILT ELEVATION
ELEVATIONS ARE FOR CALC.
7: ALL STORM WATER RUNOFF IS NOT TO IMPACT THE ADJACENT �-+ 1 p� C+ FIELD BOOK: 389 PURPOSES
NOYWELLS OR SEPTICS
PROPERTIES AND MUST MEET A MINIMUM OF 1% LONGITUDINAL Consulting Engineers & Surveyors
SLOPE OR OTHERWISE ACCEPTED. 2345 24th St S PACE NO: WITHIN 100' [IF PROPERTY UNLESS
81 PLOT PLANS ARE NOT TO BE USED FOR Suite 3 Vero Beach, Fl. 32960 25 SHOWN.
CONSTRUCTION LAYOUT PURPOSES WITHOUT _ Phone: (772) 569-6680 Fax: (772) 770-3446 1FIELD °ATE; 12 14 20
APPROVED BUILDING PERMITS.
WIL. IAM E. HAY FzsT D TE Certificate of Authorization Number:33705 SCALE 1"=20'
PROFESSIONAL LAND SURVEY R h MAPPER
\ FLORIDA REGISTRATION NO 4410 JOB N0: 21-2D27
(20-344)