HomeMy WebLinkAboutSurveyPARCEL D-3
PER THE PLAT OF SAVANNAH CLUB
PLAT No. FOUR PLAT BOOK 30. PAGE 15
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LOT 5
OCCUPIED
F.F.EL.=19.0•
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T.V. BOX I 1 ' UTILITY w' , ' DWVE y LEAN
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C. 40' PRIVATE R/W ) 20' PAVEMENT
2• CURB
1, COUNTY WATER + SEWER AVAILABLE FOR THIS PARCEL.
2- A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A 10% GRADE
3- FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH DEPARTMENT PERMIT.
4- PROPOSED DRAINAGE PLAN DESIGNED TO MEET FLORIDA BUILDING CODE. RESIDENTIAL REQUREMENT$.CR401.3)
5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 4,1
6- 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 5TORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF 17. LONGITUDINAL SLOPE OR OTHERWISE ACCEPTED.
81 PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES WITHOUT APPROVED BUILDING PERMITS.
THIS SURVEY MAP AND REPORT DR COPIES THEREOF ARE
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, ow
WI IAM E. HAY R T
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KMA Engineering & Surveying, LL(�
Consulting Engineers & Surveyors
2345 14th St, Suite 3 Vero Beach, Fl. 32960
Phone: (772) 569-6680 Fpx: (772) 770-3446 E-Mail: survey@kmafl.coin
Certificate of Authorization Number: L.B.8351
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SKETCH
CHECKED BY:
W.E.H.
DRAWN BY:
T.B.
FEW BOOK:
SEE
PAM NO:
FILE
FIELD DATE:
SCALE:
JOB No:
O-9P5\
21-2187
r
LEGEND
A
OF SURVEY AHEREVIATIINS
DELTA ANGLE
L.
LENGTH
A/C
AIR CONDITIONER
LIGHT POLE
AVE.
AVENUE
K
MEASURED
AVG.
AVERAGE
M.H.
MANHOLE
B.B.
BEARING BASE
M.H.W.L.
MEAN HIGH WATER LINE
S.M.
BENCH MARK
MON.
MONUMENT
BLK.
BLOCK
NLD
NAIL L DISK
BLVD.
BOULEVARD
N.
NORTH
C.
CURVE
No.
NUMBER
C.B.
CHORD BEARING
NJC.
NOT INCLUDED
C.B.S.
CONCRETE BLOCK
O.H.W.
OVERHEAD WIRES
STRUCTURE
PG.
PAGE
F.D.
CHORD DISTANCE
P.K.
PARKER KALON NAIL
i
CENTERLINE
P.
PLAT
C.L.F.
CHAIN LINK FENCE
P.C.
POINT OF CURVATURE
C.D.
CHORD DISTANCE
P.C.P.
PERMANENT CONTROL PO
C.M.
CONCRETE MONUMENT
PI,
POINT OF INTERSECTION
C.M.P.
CORRUGATED METAL PIPE
PL.
PROPERTY LINE
CONC.
CONCRETE
P,M,
POWER METER
CA,
COUNTY ROAD
P,O.B.
POINT OF BEGINNING
CT.
COURT
P.O.C.
POINT OF LOMMENCEMEN'
C/S
CONCRETE SLAB
PRC
POINT OF REVERSE CUR
COR.
D.
CORNEA
DEEDB.
P.R.M.
PERMANENT REFERENCE
D.
DEED BOOK
PROP.
C'n�
PROPOSED
POWER POLE
DEP
DEPARTMENT OF
RAIL
RADIAL OR RADIUS
ENVIRONMENTAL PROTECTIONR/W
RIGHT OF WAY
D
DISTANCE
S.
SOUTH
ONR
DEPARTMENT OF
SEC.
SECTION
NATURAL RESOURCES
SO.FT.
SQUARE FEET
DRIVE
S.R.
STATE ROAD
E.
E.
EAST
ST.
STREETSTA.
EASE.
EASEMENT
STATION
ELEC.
ELECTRICAL
STRUC.
STRUCTURE
E.
ELEVATION
SUB.
SUBDIVISION
E.O.W.V
O
EDGE OF
T,BN.
TEMPORARY BENCH MARK
F.F.
FINISHED FLOOR
R
TELE.
TELEPHONE
FND.
TJ
FOUND
T.O.B.
TOP OF BANK
F.P.L.FLORIDA
FIRE HYDRANT
PAVER L LIGHT
TOPO.
TOPOGRAPHICAL
I.P.
IRON PIPE
IRON
TR.
TRACT
I.R.
IRON ROD
TWSP.
TOWNSHIP
INVERT
U L D
UTILITY L DRAINAGE
F/NINV
FOUND NAIL
U.R.
UNREADABLE
G
GO
GOVERNMENT
W.
WEST
GR.
GRADE
WV
WATER METER
CND.
GROUND
WV
WATER VALVE
HOR2.
HORIZONTAL
COMBINED LOTS
H.P. HIGH POINT
H.V. HEAD WALL
LEGAL DESCRIPTION ALL OF LOT G. BLOCK 75
FAIRWAY@ AT SAVANNAH CLUB, REPLAT No.1
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
57. PAGE 43 OF THE PUBLIC RECORDS OF ST. LUGIE CO..
FLORIDA. SAID LANDS LYING IN ST. LUCIE GO., FLORIDA.
CONTAINING 0.15 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
SUitFACE HAVE BEEN LOCAIED.
6. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH
AN W 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 6.
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
L-1
NOO°24'58'E
3G.48'
G-1
R= 975.00'
A= 1+40'02"
L= 28.37'
G13=N01+14'5q'E
GD=28.37'
L-2
500024'58'W
3G.48'
G-2
R= 875.00'
A= 1+40'00'
L= 25.45'
GB=NO1+14'58"E
GD=25.45'
DATE: REVISIONS: BY: I EFFECTIVE DATE: 12/4/12
PNL NO.: 12061CO283 J
3/19/21 ADDED SITE LEH ® INDICATES EXISTING ELEVATION
�LQ INDICATES PROPOSED ELEVATION
L`2�7 INDICATES AS -BUILT ELEVATION
ELEVATIONS ARE FOR CALC.
PURPOSES ONLY.
THERE ARE NO WELLS DR SEPTICS
WITHIN 100' [IF PROPERTY UNLESS
SHOWN.
—21.0— PROPOSED CONTOUR LINE
PROPOSED SWALE LINE
—INDICATES LOT DRAINAGE
®INDICATES DRAINFIELD
LIVING AREA N/A sa.ft.