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LOT 10
00
FND CAP
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A/c
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PR
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PARCEL D-3
PER THE PLAT OF SAVANNAH CLUB
PLAT No. FOUR PLAT BOOK 30. PAGE 15
GOLF
COURSE
'VC-2
oti I
I
I
I
I 15' BIADNG �
28.0'
PORCH m, GONO.`
28.0'
I
SHED
1° I 100'
L-----
BLOCK 75
LOT 9
O CARPORT q
u� EL.-18.4'
PROPOSED
1 STORY
-MANUFACTURED
F.F.EL.=19.7'
try
15' BIIDNG
1 10' UTILITY
I EASEMENT
10 CAP G —1
CURD
a.'
n.
PROP.
CC.NC.
. DRIVE
��
1
FIND IR EAST UHT5 OF PLAT
b'Y
IN
N
Ln O
O
0 O
O O
C0 K__4
Z
SET
LOT 8
VACANT
0
4g
__F
�-2' CURB
MGGLINTOGK WAY 0T-----
C 40' PRIVATE R/W 20' PAVEMENT
2' CURB
APR 12 292,
Permitting Depart
Lucie Count mend
FL
LOT 7
SITE PLAN NOTES,
1- COUNTY WATER + SEWER AVAILABLE FOR THIS PARCEL.
2- A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A 107. GRADE
3- FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH DEPARTMENT PERMIT.
4- PROP05ED DRAINAGE PLAN DESIGNED TO MEET FLORIDA BUILDING CODE. RESIDENTIAL REQUIREMENT5.CR401.3J
5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 4-1
G, WHEN A CULVERT 15 REQUIRED THE INVERTS ARE TO BE SET BY PUBLIC WORKS DEPARTMENT AND WILL BE DETERMINED AT STAKE AND GRADE.
7, ALL STORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF 17. LONGITUDINAL SLOPE OR OTHERWISE ACCEPTED.
Be PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES WITHOUT APPROVED BUILDING PERMITS.
o5KETCH NOT A 5URVEY•
LEGEND
OF SURVEY ABBREVIATIONS
LENGTH
A
DELTA ANGLE
L.
A/C
AIR CONDITIONER
LIGHT POLE
AVE.
AVENUE
M.
MEASURED
AVG.
AVERAGE
M.H.
MANHOLE
B.B.
HEARING BASE
M.H.W.L.
MEAN HIGH WATER LINE
B.M.
BENCH MARK
MON.
MONUMENT
BLK,
BLOCK
NBD
NAIL A DISK
BLVD.
BOULEVARD
N.
NORTH
C.
CURVE
Na.
NUMBER
C.H.
CHORD BEARING
N.IC.
NOT INCLU➢ED
C.H.S.
CONCRETE BLOCK
O.H.W.
OVERHEAD WIRES
STRUCTURE
PG.
PAGE
D.
CHORD DISTANCE
P.K.
PARKER KALON NAIL
CENTERLINE
P.
PLAT
O.LF.
CHAIN LINK FENCE
P.C.
POINT OF CURVATURE
L.D.
CHORD DISTANCE
P,CP.
PERMANENT CONTROL POINT
C.M.
CONCRETE MONUMENT
P,1.
POINT OF INTERSECTION
C.M.P.
CORRUGATED METAL PIPE
PLC
PROPERTY LINE
C
CONCRETE
P.M.
POWER METER
C..R.R.
COUNTY ROAD
P.O.B.
POINT OF BEGINNING
CT.
COURT
P,O,C,
POINT OF COMMENCEMENT
C
CDR, .
CONCRETE SLAB
CORNER
PRE
POINT OF REVERSE CURVE
D.
DEED
P.R.M.
PERMANENT REFERENCE MONUMENT
D.B.
DEED HOOK
PROP.
CCQj
PROPOSED
POWER POLE
➢EP
DEPARTMENT OF
RAD.
RADIAL OR RADIUS
ENVIRONMENTAL PROTECTION
R/W
RIGHT OF WAY
DIST.
DISTANCE
S.
SOUTH
➢NR
DEPARTMENT OF
SEC.
SECTION
NATURAL RESOURCES
SOFT.
SQUARE FEET
➢R.
DRIVE
S.R.
STATE ROAD
E.
EAST
ST.
STREET
EASE.
EASEMENT
STA.
STATION
EL.
ELECTRICAL
STRUC.
STRUCTURE
EL.
SUB.
SUBDIVISION
E.O.W.
DGEOFELEVATION
OF WATER
T.B.M.
TEMPORARY BENCH MARK
F.F.
FINISHED
FOUND ➢FLOOR
TELE.
TELEPHONE
FND.
FOUND
T.O.B.
TOP OF BANK
FP
F.P.L
FIRE HYDRANT
POWER N LIGHT
TOPU
TOPOGRAPHICAL
.FLORIDA
I.P.
IRON PIPE
IRON
TR.
TRACT
I.R.
IRON ROD
TWSP.
TOWNSHIP
INVERT
U A D
UTILITY 6 DRAINAGE
F/N
FOUND NAIL
U.R.
UNREADABLE
GO V'T
GOVERNMENT
WEST
GR.
GRADE
1W.2
CE
WATER METER
CND,
GROUND
WV
WATER VALVE
HOR2.
HORIZONTAL
`--.
COMBINED LOTS
H.P. HIGH POINT
H.V. HEAD WALL
LEGAL DESCRIPTION, ALL OF LOT 9. BLOCK 75
FAIRWAYS AT 5AVANNAH CLUB. REPLAT No.1
ACCORDING TOQHE PLAT THEREOF AS RECORDED IN PLAT BOOK
57. PAGE 43 OF THE PUBLIC RECORDS OF ST. LUCIE GO..
FLORIDA. SAID LANDS LYING IN ST. LUCIE CO.. FLORIDA.
CONTAINING 0.14 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.
B. BEARING BASE ON NORTH LINE OF LOT 9.
9. ORIGINAL IRC BM: RAY EL.=15.38' NAVD 88.
10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D.
(1988), UNLESS OTHERWISE NOTED.
CERTIFIED TO:
SAVANNAH CLUB
G-1
R=975.00' N.R.
L=G4.G4'
A=03°47'55"
GB=NB2°24'00'E
GD=G4.G3'
G-2
R=875.00' N.R.
L=58.01'
A=03°47'55"
GB=S82°24'01"E
GD=58.00'
THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE SURVEY TYPE: FLOOD ZONE: X
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SKETCH DATE: REVISIONS: BY: EFFECTIVE DATE: 123J
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. PNL NO.: SEXISING J
KMA Engineering &Surveying, LLC CHECKED Br. W.E.H. 03/19/21 ADDED SITE SMD p INDICATES EXISTING ELEVATION
,Ui�iS4iJ. INDICATES PROPOSED ELEVATION
DRANK BY: T.B. INDICATES AS -BUILT ELEVATION
ELEVATIONS ARE FOR CALC.
Consulting Engineers & Surveyors NnD BOOK. NN PURPOSES ONLY.
THERE ARE NO WELLS OR SEPTICS
/J/ PAGE NO: WITHIN 100' OF PROPERTY UNLESS
-/'�i� 234514th St, Suite 3 Vero Beach, Fl. 32960 NN SHOWN.
— ti PROPOSED CONTOUR LINE
FIELD DATE: NN _PROPOSED SWALE LINE
�vp �Z Phone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: survey@kmafl.com INDICATES LOT DRAINAGE
WI AM E. HAY URBT D�`Tn SCALE' 1"=20' ®INDICATES DRp,ft. LD
--Or oe:omw x.wiNa evae oR 4 1[APPLR Certificate of Authorization Number: L.B.8351 LIVING AREA N/A so.Ft.
rroRmw Rnoxe¢•aewnoty xo aaia JOB N0: 19_287 LOT AREA 6/32.6 sa.ftsa.ft.
®=SEPTIC TANK