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` ;DRA/NFIELD: SPECIFICATIONS 915 DPEN 9
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DRAINFIELD SIZE REQ'D = 650 SQ. FT.
PRO 0\N
UNOBSTRUCTED AREA REQ D = 975 SQ. FT.
pR\p
251
UNOBSTRUCTED AREA PROVIDED= 975 SQ. FT.
10 DRIP LINES PROVIDED @ 32.5 FTT,
DRIP LINES TO HAVE GREATER THAN 24•'SEPERATION,
ONE EMITTER 12" O.C. X 2 SHEMITTER = 650 SF DRAINFIELD
PROVIDED
DESCRIPTION:
LOT 3, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 67, PAGES 36 THROUGH 39 OF THE
PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA.
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.CONIC,ION.
E CHAIN LINK
-
0.10' S. 0.2V E
FENCE ON
PROPERTY LINE
pp moo,
N89'52'18"E7
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2
P.C. \ 7'
SWAUE;�>
6.7 S90 00 00"E
7.50'
A=,=103'06'55"
`\\v L=28.30' NORTH
\ GRAPHIC SCALE
30 0 15 30
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BENCH
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AquaAire Se
w Treatment System
Models AA500,600,7501000, 1200, 1500 In One Piece
with Lid
an.m.�eawutneaw,m
IW SA.M.40 PVC ml
Irem PI0�v11001F 7n
4• Inlet
zi°
Ctr. Dim.
Drop Line
3,
1'e0 9"
I ouu°er
2''R
er
Ctr. DIn" H
. � 3°
3
-Extend 10• Into IigWd depth on AA1500 I
Designation
Capacity
Loading
Volume
Volume
Volume
A
B
C
D
E F G H
AA800
800GPD
2.0
1155
858
297
84
87
66
711/z
74'/z 24'/a 55'/a 57
GENERAL NOTES
1. LEGAL DESCRIPTION PROVIDED BY CLIENT.
2. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED.
3. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL
4. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF
RECORD.
5. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD
VERIFIED BY CONTRACTOR FOR CORRECT- POSITION AND SEPARATION. UNDERGROUND UTILITIES
OR FOOTERS HAVE NOT BEEN LOCATED.
6. BEARINGS AND DISTANCES SHOWN HEREON SUBSTANTIALLY AGREE WITH THE PLAT UNLESS
OTHERWISE NOTED.
7. 7HE BEARING SYSTEM SHOWN HEREON IS BASED ON THE LINE INDICATED BASED ON RECORD
INFORMA71ON OBTAINED FROM PLAT OR DEED.
8. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED
TO U.S. STANDARD MEASURE (U.S. SURVEY FEET).
9. THE PROPOSED IMPROVEMENTS SHOWN HEREON DO NOT REPRESENT THE FINAL DESIGN UNLESS
APPROVED BY THE GOVERNING MUNICIPALITIES.
10. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 1202850406 J. DATED
FEBRUARY 16, 2012, PROPERTY LIES WITHIN- FLOOD ZONES "X" AND "AE'(EL.=6.O')
11 7HE PROPOSED ELEVA71ONS AND/OR DRAINAGE FLOW ARROWS IF SHOWN HEREON WERE
PROVIDED BY THE CLIENT. TODD N. SM17H, PE, INC. TAKES NO RESPONSIBILITY FOR 7HEIR
CORRECTNESS. 7HE PROPOSED ELEVA71ONS ARE SHOWN ONLY FOR THE CONVENIENCE OF THE
CLIENT IN 7HE PERMIT77NG PROCESS THROUGH 7HE LOCAL GOVERNING MUNICIPALITIES.
12. BENCH MARK. 77DAL BENCH MARK, ST. LUCIE COUNTY. '872 2334 77DAL 4", EL = 2.60'
I
CERTIFICATION:
•l�litlll
IHEREBYCERT14AT7HEKGI16NGFEA7URESOFTHISAEROBIC77iEA7MENTSYS7EM
HAVE BEEN IGNED ORS IFI )/� AND CONFORM TO ENGINEERING PRINCIPLES
APPLI CHPR01EEiS�F�R$FESSIONALJUDGEMENT THISSYS7EM,WNEN
PROPEF7CIl' N UCTED OPER/I1F �M�INTA/NED, WILL ACHIEVEINEESTABLISHEO
PE RFQRMA�Ei$lANB9RD AND COMPLI'ALTIf 9LL APPLICABLE STATUTES OF INE STATE OF
O o
TODDJV PEG r
FL ENi
{IC'!C #4208"
NOT VALfif#THOUT'IHESIONA �I�IAKSEAL OFAFLORIDA LICENSED ENGINEER
TYPICAL LEGEND
B.E. - BUFFER EASEMENT
O.R.B. BOOK
W.M. - WATER METER
7���}p pI✓ Ppyt� g0� NAVD BB- NORTH AMEPoCAN
�1��AL'dING
SCALE 1
0 SET 5/8" IR/CAP;LB 3591
- OFFICIAL RECORDS
FLR. - FLOOR
BL�G.' VERTICAL DATUM OF 198fl
LA.E. - LIMITED ACCESS EASEMENT
PG.'- PAGE
L - ARC LENGTH
FIN. - FINISHED
PROP. - PROPOSED
N.R. - NOT RADIAL NGVD 29 - NATIONAL GEODETIC
NO I.D.- NO IDENTIFICATION VERTICAL DATUM OF 1929
DESIGNEI
L.M.E. - LAKE MAINTENANCE EASEMENT
p - DELTA (CENTRAL ANGLE)
TYP.- TYPICAL
Y.D. - YARD DRAIN
LM.A.E. - LAKE MAINTENANCE
ACCESS EASEMENT
F.R.M.-PERMANENT REFERENCE MONUMENT R. -RADIUS
A/C -AIR CONDITIONER
00.00 DENOTES PROPOSED ELEVATION
P.C.P.-PERMANENT CONTROL POINT
R.P. - RADIUS POINT
L.P. - UGHT POLE
C.B. - CATCH BASIN
DRAWN
- DIRECTION OF FLOW
D.E. - DRAINAGE EASEMENT
LE. - LANDSCAPE
C.O. - CLEANOUT
~ G.V. - GATE VALVE
tF.H. - FIRE HYDRANT
0.00 DENOTES EXISTING ELEVATION
EASEMENT
M.H. - MANHOLE
ENG. PR
P.I. -POINT OF INTERSECTION
CONIC. - CONCRETE
COV. -COVERED
SAN. -SANITARY
�- STORM MANHOLE CO
Fite,
P.C. - POINT OF CURVATURE
P.C.0 - POINT OF COMPOUND CURVATURE ELEV. -ELEVATION
ALUM. - ALUMINUM
T.O.B.- TOP OF BANK
_ SANITARY MANHOLE
ATE: A
P.R.C. - POINT OF REM RSE CURVE
ESMT. - EASEMENT
_
C.E. - CONTROL ELEVATION CENTERUNE -`�'-`
P.T. - POINT OF TRANSITION
M.E.S. - MITERED END SECTION
I.P. - IRON PIPE
WATER SERVICE
PAGE 1
O.E. - OVERHANG EASEMENT
U.E. - UTIUTY EASEMENT
G.V. - GATE VALVE