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PARGEL D-3
PER THE PLAT OF SAVANNAH GLUE e m
PLAT No. FOUR PLAT BOOK 30, PAGE 15 a
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LOT 13
FIND CAP
C42BG)
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GOLF
COURSE
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EAST LIMIT5 OFF PLAN
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15' BUILDING I
7_60' _ SETBACK _ I _ . _ _ q.q•
28.0' 13.G I - —
0 PORCH' a
25.0' 10.0,
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BLOCK 75 l
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j LOT 9 0 j
IX
EXISTING o �
mI in 1 STORY LO 211 o
PRE -MANUFACTURED o u 0
ELEV.=20.14' °'' 00
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Z
I i
28.0' 14.0'
1 15' BUILDING
1. _4TBACK- — . — . _ . _ . —
I
ABLE
F1
LE '"1 10' UTILITY LI Box
X I EASEMENT ATT
n i I50X� � 5ET GAP
`GLEAN
ID CAP OUT
CUR) C
MGGLINT OGK WAY
C 40' PRIVATE R/W20' PAVEMENT
LET
VACANT
2' CURB
2' CURB
LOT e
SITE PLAN NOTES,
1s COUNTY WATER + SEWER AVAILABLE FOR THI5 PARCEL.
2, A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A 1.0% GRADE
31 FIR5T FLOOR ELEVATION E5TABL15HED WITHOUT A HEALTH DEPARTMENT PERMIT.
4� PROP05ED DRAINAGE PLAN DE51GNED TO MEET FLORIDA BUILDING CODE. RE51DENTIAL REQUIREMENT5.CR401.3)
5. ALL SLOPES AROUND THE PROP05ED 5TRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 4:1
G: WHEN A CULVERT 15 REQUIRED THE INVERTS ARE TO BE 5ET BY PUBLIC WORK5 DEPARTMENT AND WILL BE DETERMINED AT STAKE AND GRADE.
7= ALL 5TORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MU5T MEET A MINIMUM OF 17. LONGITUDINAL SLOPE OR OTHERWI5E ACCEPTED.
81 PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES WITHOUT APPROVED BUILDING PERMITS.
*5KETCH NOT A SURVEY*
LEGEND
A
OF SURVEY ABBREVIATIONS
DELTA ANGLE
L.
LENGTH
A/C
AIR CONDITIONER
LIGHT POLE
AVE.
AVENUE
M,
MEASURED
AVG.
AVERAGE
M,H,
MANHOLE
H,B,
BEARING BASE
M.H.W.L,
MEAN HIGH WATER LINE
BIN,
BENCH MARK
MON.
MONUMENT
BLK,
BLOCK
N&D
NAIL & DISK
BLVD.
BOULEVARD
N.
NORTH
C.No,
CURVE
NUMBER
C,B.
CHORD BEARING
N.IC,
NOT INCLUDED
C,B,S,
CONCRETE BLOCK
O.H.W.
OVERHEAD WIRES
STRUCTURE
PG,
PAGE
C.D.
CHORD DISTANCE
CENTERLINE
P.K.
PARKER KALON NAIL
C.L.F.
CHAIN LINK FENCE
p,
P,C,
PLAT
POINT OF CURVATURE
C,D,
CHORD DISTANCE
P,C,P.
PERMANENT CONTROL POINT
C,M,
C.M.P.
CONCRETE MONUMENT
CORRUGATED METAL PIPE
PT
POINT OF INTERSECTION
CCONCRETE
P.L.
PROPERTY LINE
C.R..R,
COUNTY ROAD
P,M.
POWER METER
CT,
COURT
P,O,B,
POINT OF BEGINNING
CDR
CONCRETE SLAB
P,0,C.
POINT OF COMMENCEMENT
CORNER
PRC
POINT OF REVERSE CURVE
D.
D.
DEED
P,R,M,
PERMANENT REFERENCE MONUMENT
D.B.ROP.
DEED HOOK
COL)
PROPOSED
POWER POLERAD,
DE P
DEPARTMENT OF
ENVIRONMENTAL PROTECTION
R/W
RADIAL OR RADIUS
RIGHT OF WAY
DIST.
DISTANCE
S.
SOUTH
DNR
DEPARTMENT OF
SEC.
SECTION
NATURAL RESOURCES
SQ,FT.
SQUARE FEET
DR.
DRIVE
S.R.
STATE ROAD
E.
EAST
ST.
STREET
EASE,
EASEMENT
STA,
STATION
ELEC.
ELECTRICAL
STRUC,
STRUCTURE
EL.
ELEVATION
SUB,
SUBDIVISION
E.O.W.
F.F.
EDGE OF WATER
T.B.M.
TEMPORARY BENCH MARK
END .
FINISHED FLOOR
FOUND
TELE,
TELEPHONE
i7
FIRE HYDRANT
T.O.B.
TOP OF BANK
F.P.L.
FLORIDA POWER & LIGHT
TOPO,
TOPOGRAPHICAL
I.P,
IRON PIPE
TR,
TRACT
T.R,
IRON ROD
TWSP,
TOWNSHIP
INVINVERT
U & D
UTILITY & DRAINAGE
F/N
F/N
FOUND NAIL
U.R.
UNREADABLE
GOV'T
GOVERNMENT
W.
WEST
GR.
GRADE
®
WATER METER
GND,
GROUND
WV
WATER VALVE
HORZ,
HORIZONTAL
--
COMBINED LOTS
H.P. HIGH POINT
H,W. HEAD WALL
LEGAL DE5CRIPTION, ALL OF LOT 9, BLOCK 75
FAIRWAY5 AT 5AVANNAH CLUB. REPLAT No.1
ACCORDING TOgHE PLAT THEREOF A5 RECORDED IN PLAT BOOK
57. PAGE 43 OF THE PUBLIC RECORDS OF 5T. LUCIE CO.,
FLORIDA. SAID LAND5 LYING IN 5T. LUCIE CO., FLORIDA.
CONTAINING 0.14 ACRE5 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 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:
5AVANNAH CLUB
G-1
R=975.00' N.R.
L=G4.G4'
A=03°47'55'
GB=N82°24'00'E
GD=G4.G3'
G-2
R=875.00' N.R.
L=58.01'
A=03°47'55"
0B=582°24'01"E
GD=58.00'
THIS SURVEY MAP AND REPORT OR C❑PIES THEREOF ARE SURVEY TYPE: FLOOD ZONE: X
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SKETCH DATE: REVISIONS: BY. EFFECTIVE DATE: 12/4/12
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, PNL NO.: 12061CO283 J
`�` . KMA Engineering Survevin LLC CHECKED BY: ®INDICATES EXISTING ELEVATIiiry
v ✓ � DRAWN BY: W�E.H. 03/19/21 ADDED SITE SMD 5Q INDICATES PROPOSED ELEVAT11IN
p T.B. 11/04/21 FORM BOARD LOCATION JEK 50 INDICATES AS -BUILT ELEVATiiiN
Consulting Engineers & Surveyors ELEVATIONS ARE FOR CALC,
S FIELD BOOK: PURPOSES ❑NLY,
dt n x ay.
,. THERE ARE NO WELLS OR SEPTIC-_
PAGE NO: WITHIN 100' OF PROPERTY UNLESS
2345 14th St, Suite 3 Vero Beach, Fl. 32960 NN SHOWN,
4_
UFIELDDATE: -:. PROPOSED CONTOUR LINE
Phone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: survey'@kmafl:comPROPOSED SWALE LINE
01 � I INDICATES LOT DRAINAGE:1=2rJ ®INDICATES DRAINFIELD
WILLIAM :; BHA 8 = nwa� Certifica�L.e of Authorization Number: L.B.835d a i LIVING AREA N/A soft.
^�.`�Pt.►iPpnie x I ,19_,Z87LOT AREA 6,132.6 sq,ftl "srr xo a4;e � �5 =SEPTIC TANK