HomeMy WebLinkAboutSurvey7 01
W V_
J0.
SG '
BERM
0
I
l
® WELL EXISTING
I OCCUPIED
F.F.EL.=212'
i 1
I
d
of
SITE PLAN NOTES,
1, COUNTY WATER + SEWER NOT AVAILABLE FOR THIS
PARCEL.
21 A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A
109. GRADE
31 FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A
HEALTH DEPARTMENT PERMIT.
4� PROP05ED DRAINAGE PLAN DESIGNED TO MEET
FLORIDA BALDING CODE. RESIDENTIAL
REOLAREMENT'S.(R401.3)
5. ALL SLOPES AROUND THE PROPOSED STRUCTURE
ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE
GRADE OF 41
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 5TORMWATER RUNOFF 15 NOT TO IMPACT THE
ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF
iZ LONGITUDINAL SLOPE OR OTHERW15E ACCEPTED.
81 PLOT PLANS ARE NOT TO BE U5ED
FOR GON5TRUGTION LAYOUT PURP05E5
WITHOUT APPROVED BUILDING PERMIT5.
v
FBI
o
o
O., OS)
�9
SSq°40'00'E 5q.50'
FND IR
1
PROP.
BERM
PROP. SWALE
h I , �� AO \LU•J � �c�
I I 22.4'
0 'N PORCH I
I 22.4' I I
W BLK. G
LOT 3 I I
I PROP05ED
CO 1 STORY I
GBS PROP
0 I F.F.EL.=21.3' A10 PAD
=2os'
21.0
Z
I�
I I PROP ° GARAGE
qq N EL.-20.8 O O I
I
to
120.7
I
. PROP.
GONG., ,.
DRIVE
I
a
OI
�
f
�
4
I
FND IR
0.2S NSq'40'00'W
'
BELLS JT
BOXX ,) 5q.50'
o
Ah
v
ti^
o
FND
1/2' IP
'O.4'N
I
0
f�
PROP.
�..
WATER
FND 1/2' IP
}
METER
I 0.7'N. 0.9'W
�1.
PROP.
12' GMP
ol
_
SET TBM '
ON PK
EL.�19.57'
MATANZASOV 0
0 C 70' R/W ) 15' PAVEMENT
THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE
NOT VALID WITH❑UT THE SIGNATURE AND ❑RIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
14
W LLIAM E. HAY'H, RAT
JPROrE881GNAL ZA" rsviRvm�r' a Iff"PENt
77.0M DA RmGISTRATION 240 4,410
,
EXI5TING
® WELL
LOT
OCCUPIED
F.F.EL =20.G'
EXISTING /
STRUCTURE
I
10
2.' 5EPTIG
TANK LIDS
L
119.02'
_j
BOUNDARY/SITE
CHECKED 8Y: W.E.H.
DRAWN P,' SMD
FIELD BPK:
389
PAGE N0;
24
MEW DA ' 12 10 2C
SCALE:
1 "=20'
0 .=ae)
21-2231
I EaEND
OF SURVEY ABBREVIATIONS
HEAD WALL
A
DELTA ANGLE
H.W.
A/C
AIR CONDITIONER
L.
LENGTH
AVE.
AVENUE
7Qf
LIGHT PEE
AVG,
AVERAGE
M.
MEASURED
B.S.
HEARING BASE
MN,
MANHOLE
1i
BASELINE
M.H,W.L,
MEAN HIGH WATER LINE
BA
BENCH MARK
MON.
MONUMENT
BLK,
BLOCK
N&D
NAIL L DISK
BLVD,
BOULEVARD
LINE
N,
NORTH
H,S,L,
C.
BUILDING SETBACK
CURVE
No,
N.IC,
NUMBER
NOT INCLUDED
C.B,
CHORD HEARING
O.H.W.
OVERHEAD WIRES
C.&S,
CONCRETE BLOCK
pG,
PAGE
STRUCTURE
P,K,
PARKER KALON NAIL
&
CHORD DISTANCE
PL AT
CENTERLINE
pC.
POINT OF CURVATURE
C
CHAIN LINK FENCE
P;C,p,
PERMANENT CONTRA POINT
C.D..D.
CHORD DISTANCE
P.I.
POINT OF INTERSECTION
C.M.
C.M.P.
CONCRETE MONUMENT P,L.
CORRUGATED METAL PIPE
PROPERTY LINE
CONC.
CONCRETE
P R
POWER METER
C
COUNTY ROAD
p O,H.
POINT OF BEGINNING
CTT,.
COURT
PaC.
POINT OF COMMENCEMENT
C
CONCRETE SLAB
PRC
POINT OF REVERSE CURVE
DR
CORNER
P R.M,
PERMANENT REFERENCE MONUMENT
D.
D.
DEED
PROP.
PROPOSED
D.B.DEED
CO.
POWER POLE
DEP
DEPARTMENT
RAD.
RADIAL OR RADIUS
ENViRONENITAI� R/W
RIGHT OF WAY
DIST,
DISTANCE
S,
SEC.
SOUTH
SECTION
DNIR
DEPARTMENT OF
SQ.FT.
SQUARE FEET
NATURAL RESOURCES
S.R,
STATE ROAD
DR,
DRIVE
ST,
STREET
E.
EAST
STA,
STATION
ESMT,
EASEMENT
STRUC,
STRUCTURE
ELEC,
ELECTRICAL
SUB,
SUBDIVISION
EL,
E.O.W.
ELEVATION
EDGE OF WATER
T,H.M,
TEMPORARY BENCH MARK
F.F.
FINISHED FLOOR
TELE,
TA
TELEPHONE
TOP OF HA NK
FND.
FOUND
FIRE HYDRANT
,&
TOPE,
TOPOGRAPHICAL
F.PY7
POWER LIGHT
TR,
TWSP,
TRACT
TOWNSHIP
I.P.I•P
I.R.
IRON PIPE
IRON
IRON ROD
U 6 D
UTILITY & DRAINAGE
U.R.
UNREADABLE
IRR.
IRRIGATION
W.
WEST
GOV'T
GOVERNMENT
CM
WATER METER
GR.
GRADE
WV
WATER VALVE
GND,
GROUND
COMBINED LOTS
HORZ,
HORIZONTAL
H.P.
HIGH POINT
LEGAL DESCRIPTION, ALL OF LOT 3. BLOCK C
HARMONY HEIGHTS
ACCORDING TO THE PLAT THEREOF A5 RECORDED
IN PLAT BOOK 8. PAGE 38 OF THE PUBLIC
RECORDS OF 5T. LUCIE GO.. FLORIDA.
CONTAINING 0.21 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___.__,
OiriER SSE NOTED.
7, ALL LOT DIMENSIONS ARE PLAT AND MEASURED
UNLESS OTHERWISE NOTED.
8. BEARING BASE ON THE EAST LINE OF LOT 3.
9. ORIGINAL IRC BM: SHELL EL.=19.12' NAVD 88
10. ELEVATIONS (IF SHOWN) HEREON ARE BASED
ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
CERTIFIED TO:
JEFF GEORGE JR.
DATE:
REVISIONS:
1/20/21
ADD WATER METER
4/12/21
REMOVED PROP WELL PER
8/27/21
REV. PER CO. LETT.
&PROCP.
21 J� 23.0� TURE
Fp[ 1-Io�
yj 17.OZF
>> I GRO55 SEC�ON AA
I
° n O^----
HORIZONTAL
PROP. �Q,�21
STRUCTURE -Lao.
I
GRO55 SECTION B I
I
--To Fqoo-
ui
HORIZONTAL
PROIF.9i
STRUG-a-21.0:pmoq-17.0'GROS
HORIZONTAL
FLOOD ZONE: X
BY: EFFECTIVE DATE: 2/16/12
PNL NO.: 12111CO160J
SMD ® INDICATES EXISTING ELEVATION
Q INDICATES PROPOSED ELEVATION
0INDICATES AS -BUILT ELEVATION
LEH ELEVATIONS ARE FOR CALC,
PURPOSES ONLY,
SMD THERE ARE NO WELLS OR SEPTICS
WITHIN 100' OF PROPERTY UNLESS
SHOWN,
• -•x.,� " PROPOSED CONTOUR LINE
— PROPOSED SWALE LINE
-w-�-INDICATES LOT DRAINAGE
® INDICATES DRAINFIELD
LIVING AREA E.333 sa,ft.
LOT AREA 9.062 sq.ft,
M=SEPTIC TANK