HomeMy WebLinkAboutSurveyWELL
FDOH in St. Lucie County
Environmental Health
Site Plan /%pproved for C= truct'on
Superse� es All Previo� .Is Site Ilan �r
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Df te: �! ---- ----- _._ -
R(..IIew,�C 'LCA - -
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MIN. S!!j$4CK REQ,
FRONT -
SIDES <- ---- ..-
CNR
4 '1
t
51TE PLAN NOTE5,
1, COUNTY WATER + 5EWER NOT AVAILABLE FOR THIS
PARCEL.
2, A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A 109,
GRADE
3, FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A
HEALTH DEPARTMENT PERMIT.
4, PROPOSED DRAINAGE PLAN DESIGNED TO MEET FLORIDA
BUILDING CODE, RESIDENTIAL REQUIREMENT5.CR401.3)
5. ALL 5LOPE5 AROUND THE PROPOSED STRUCTURE ARE
L
L._.. 1-7
W�
Ad
V SET CAP
r
�i
f
i
T 5ET CAP T i 5.O O
...� .....,.I �� _..-._
PROP. 12
CL EXISTING SWALE
I INV
EL.=18 6
N I `ti
SAN UAKL O S UK.'
O• C 70' R/W 19' PAVEMENT
i�
® WELL
BLOCK 7
LOT 2 LO't 21
VACANT OCCUPIED
F.F.EL.=23.8'
I
LOT 21
OCCUPIED
F.F.EL.=22.3'
Al
7 m
GL EXISTING SWALE 0.
10'I UTILITY + DRAINAGE EA5EMENT�O�
I
II
;q 563 SQ. FT.
vl UNOBSTRUAREA
I /
I
e�nn.
LOT
VACANT
NO EXI5TING
WELLS OR SEPTIC
o�
0
lei
NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE~
OF 4,1 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
G, WHEN A CULVERT 15 REQUIRED THE INVERTS ARE TO BE SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
SET BY PUBLIC WORKS DEPARTMENT AND WILL BE
DETERMINED AT STAKE AND GRADE.
71 ALL 5TORMWATER RUNOFF 15 NOT TO IMPACT THE
ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF 17.
LONGITUDINAL SLOPE OR OTHERWISE ACCEPTED.
8, PLOT PLANS ARE NOT TO BE USED FOR
CONSTRUCTION LAYOUT PURPOSES
WITHOUT APPROVED BUILDING PERMITS, - _ `�✓ /�� 2I
'W'ILL.IAM E. HAY LTRRS'I' DATM
PROF'8 BBIONAL LAND StMVqWOR Oa SLAPPBIR
MORMA NUDGI8TIR.ATION No 441e ,
OCCUPIED
F.F.EL.=23.2'
I Off'
SET CAP
ICT'I"I
GONG..
z� S
F
m
39.0'
10.5,
..
BLOCK 8
LOT 10
0
PROPOSED
I OL
I
1 STORY
N 3�
}--
cas.
#7408
F.F.EL.=24_G'
0
OCCUPIED
4.0•
v b
t
I n
it GARAGE GONG.
EL.=23.5' A/C PAD O
EL.-23.5
r,
z
ROP.
GONG. - IPROP. I WALK LONG.
DRIVE !
q i
if wl 9� ` R_ I QZ
I 1G.0'
tiA WELL
FND it C455.00')—
0.2'E ,
P EXI5TING 12' GMP
EXISTING 12 GMP -.--- -_.
INVi= �._. W _ . INV
"
INV. EL -II5 4' INV. EL.=18.5 EL.-18.4'
EL=18.5t ELr18.9'
1
,140 �pSET TBM
p ON PK
I EL.-20.50'
LOT 20
I VAGANT
< 3 KMAL Enginelering & Surveying, LLC
Consultiag Engineers & Surveyors
2345 14th Ave. Suite 3 Vero Beach, Fl. 32960
Phone: (772) 569-6680 Fax: (772) 770-3446 E-Mail: survey@kmafl.com
M
m
A
I-PI�,�I rw I�QIr LiR�V[C'Yila(' Certificate 4 Authorization Number: L.B.8351
LOT 29
IURVEY TYPE:
BOUNDARY/SITE
KED BY. W.E.H.
N BY: SMD
BOOK: 393
NO: 41
DATE: 04/20/21
1"=20'
10: 21-2291
LEC
A
yD OF SURVEY ABBREVIATIONS
DELTA ANGLE
H.W.
HEAD WALL
A/C
AIR CONDITIONER
L.
LENGTH
AVE.
AVENUE
1,
LIGHT POLE
AVG,
AVERAGE
M.
MEASURED
H.B.
HEARING BASE
M.H.
MANHOLE
t
BASELINE
M.H.W.L. MEAN HIGH WATER LINE
I.M.
BENCH MARK
MOH,
MONUMENT
ILK,
BLOCK
N&D
NAIL & DISK
BLVD'
B.S.L.
BOULEVARD
N.
NORTH
BUILDING SETBACK LINE
Na
NUMBER
C.
C,B.
CURVE
CHORD BEARING
N.IC.
NOT INCLUDED
C.B.S.
CONCRETE BLOCK
UAW,
OVERHEAD WIRES
STRUCTURE
PG.
PAGE
D.
CHORD DISTANCE
P.K.
PARKER KALON NAIL
CENTERLINE
PP.C.
PLAT
C.L.F.
CHAIN LINK FENCE
POINT OF CURVATURE
C.D.
CHORD DISTANCE
P,C.P,
PERMANENT CONTROL POINT
C.M
CONCRETE MONUMENT
P.I.
POINT OF INTERSECTION
C.M.P.CO
CORRUGATED METAL PIPE P.L.
PROPERTY LINE
CONC.
CONCRETE
P.M.
POWER METER
R
C ,R.
COUNTY ROAD
P.O.B.
POINT OF BEGINNING
CT.
COURT
P.O.C.
POINT OF COMMENCEMENT
C/S
CONCRETE SLAB
PRC
POINT OF REVERSE: CURVE
CDR.
CORNER
P.R.M.
PERMANENT REFERENCE MONUMENT
D.
DEED
PROP.
PROPOSED
D.H.
DEED BOOK
q)-)
POWER POLE
DEP
DEPARTMENT OF
RAD.
RADIAL OR RADIUS
ENVIRONMENTAL PROTECTION R/W
RIGHT OF WAY
DIST,
DISTANCE
S.
SOUTH
DNR
DEPARTMENT OF
SEC.
SECTION
NATURAL RESOURCES
SQFT.
SQUARE FEET
DR.
DRIVE
S.R.
STATE ROAD
E.
EAST
ST.
STREET
ESMT,
EASEMENT
STA.
STRUC.
STATION
STRUCTURE
ELEC.
EL.
ELECTRICAL
ELEVATION
SUB.
SUBDIVISION
E.O.W.
EDGE OF WATER
T.B.N.
TEMPORARY BENCH MARK
F.F.
FINISHED FLOOR
TELE.
TELEPHONE
FND.
FOUND
T.O.B.
TOP OF BANK
V
FIRE HYDRANT
TOPDL
TOPOGRAPHICAL
F.P.L.
FLORIDA POWER & LIGHT
TR,
TRACT
I.P.
IRON PIPE
TWSP.
TOWNSHIP
I.R.
IRON ROD
U & D
UTILITY & DRAINAGE
INV.
INVERT
U.R.
UNREADABLE
IRR.
IRRIGATION
W.
WEST
GOV'T
GOVERNMENT
CEO
WATER METER
GR.
GRADE
WV
WATER VALVE
GND.
GROUND
s
COMBINED LOTS
HORZ. HORIZONTAL
H.P. HIGH POINT
F.H.A. REQUIREMENTS,
WELL TO PROPERTY LINE, 5.0'
WELL TO SEPTIC TANK, q4.0'
WELL TO DRAIN FIELD qO.0'
WELL TO HOUSE, 35.0'
SEPTIC TANK TO HOUSE, 5.0'
NOTE,
WELL TO SEPTIC MIN. REDUCED
TO 75.0' PER LOCAL AUTHORITY.
LEGAL DESCRIPTION, ALL OF LOT 10, BLOCK 8
LAKEWOOD PARK UNIT NO. 1
ACCORDING TO THE PLAT THEREOF A5 RECORDED
IN PLAT BOOK 10, PAGE5 51, 51A THROUGH 51C
OF THE PUBLIC RECORD5 OF 5T. LUCIE COUNTY.
FLORIDA.
CONTAINING 0.22 ACRES 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 DESCRIP fiON 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 LB 8351 ARE
SUPPORTED WITH AN 18" LONG #5 IREBAR.
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. ORIGINAL IRC BM: 113006 EL.=18.85' NAVD 88.
9. ELEVATIONS (IF SHOWN) HEREON ARE BASED
ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED.
CERTIFIED TO:
VLAD 5TEFAN BOGDAN BRADESGU
FLOOD ZONE: X
DATE:
REVISIONS:
BY:
EFFECTIVE DATE: 12/4/12
PNL NO.: 12061CO070 J
5/17/21
REVISIONS PER REQUEST.
SMD
® INDICATES EXISTING ELEVATION
INDICATES PROPOSED ELEVATION
O INDICATES AS -BUILT ELEVATION
8/16/21
UPDATE SURVEY
SMD
ELEVATIONS ARE FOR CALC,
PURPOSES ONLY.
8/18/21
UPDATE WELL & SEPTIC
WEH
THERE ARE NO WELLS OR SEPTICS
WITHIN 100' OF PROPERTY UNLESS
SHOWN.
�z.ta,-• PROPOSED CONTOUR LINE
PROPOSED SWALE LINE
^^^--INDICATES LOT DRAINAGE
® INDICATES DRAINFIELD
LIVING AREA 1.282 s0 ft
LOT AREA , 2374� s,-,a ft
111=SEPTIC TANK