HomeMy WebLinkAboutSEPTIC LAYOUTSECTION A MWW 31 S0I9. RRIGE /0 EAST
TYPICAL LEGEND
Q SET 5/8" IR/CAP LB 3591
CONC. DRAINAGEEASEMENT
G.V. -[ ONGATPIPE
VALVE
L.A.E.- LIMITED ACCESS EASEMENT
L.M.E. - LAKE MAINTENANCE EASEMENT
COV. - COVERED
P.P. - POWER POLE
BLDG. BUILDING
LM.A.E. - LAKE MAINTENANCE
ACCESS EASEMENT
ELEV. _ ELEVATION
ESMT. - EASEMENT
N.R. - NOT RADIAL
DENOTES PROPOSED ELEVATION
U.F- - UTWTY EASEMENT
NO I.D.- NO IDENTIFICATION
00.00
N- DIRECTION OF FLOW
W M. - WATER METER
FIR. - FLOOR
Y.D. - YARD DRAIN
A C - AIR CONDITIONER
/
00—_00 DENOTES EXISTING ELEVATION
FIN. - FINISHED
C.B. -CATCH BASIN
P.I. - POINT OF INTERSECTION
PROP. PROPOSED
► -GATE VALVE
P.C. - POINT OF CURVATURE
P.C.0 - POINT OF COMPOUND CURVATURE
TYP TYPICAL
R. - RADIUS
- .V.
�F.H. -FIRE HYDRANT
P.R.C. - POINT OF REVERSE CURVE
R.P. - RADIUS POINT
Qp - STORM MANHOLE
P.T. - POINT OF TRANSITION
LP. - LIGHT POLE
Q - SANITARY MANHOLE
O.E. - OVERHANG EASEMENT
- BUFFER EASEMENT
C.O. - CLEANOUT
M.H. - MANHOLE
0. CENTERLINEB.E.
O.R.B. - OFFICIAL RECORDS BOOK
SAN. - SANITARY
O> WATER SERVICE i
PG. - PAGE
ALUM. - ALUMINUM
L - ARC LENGTH
P.C.P.-PERMANENT CONTROL POINT
- DELTA (CENTRAL ANGLE)
B P.R.M.-PERMANENT REFRENCE MONUMENT
lJ 30 27 2 U
10
30 37
20 2D
33 30
28 Q� 21
U 31
23 40
�
33 J2
24 VA CA N T
0.73 acres
E RV '�-,� EXISTING_/
,E GROUND ;
BACK REV.
11 FRONT
SIDES '
�y 1 CNR SIDES
WETLAND
REAR
1 'ZNG.
TECH. /
PRESSURE PIPE 2" 0 SCH 40 PVC W/l/2" HOLES AT W O.C. (TYP.)
r
�oft
Vt%N y
WATER
SERVICE
N
FORD MOD�-
STAVA�ON B
1 STORE
41450 CE
99k oo UQ 1'
N g N
PROGARAGR� j.6
MIN'
MIN'
x N
10.00'
EXISTING o
GROUND
ELEVATION a
TYP
650 SF TRENCH REQUIRED
PROPOSED 4,ROWS
OF 14 QUICK4 STANDARD
INFILTRATOR CHAMBERS
® 12 SF PER CHAMBER
975 SF UNOBSTRUCTED 1
AREA REQUIRED
1,160 SF PROVIDED I l
38
ACANT
ABLISH VEGETATIVE COVER
NATIVE BACKFILL,
15-4"
INFILTRATOR SYSTEMS INC. QUICK4 STANDARD CHAMBER TYPICAL
BED DETAIL SECTION VIEW A
N �
go
IUi
M
i ti �/
/ Q/
•F ,�/
0 BENCHMARK
SD #15
SLLucie County Health Department , 8 STORM DRAIN
� GRATE ELEVATION
AT EOP 7.69
Environmental Health Division
Site Plan Approved for Construction /
Supersedes All Previous Site Plans for /
STDS 0%-SF IVf51(5 $ Well #
Date: Z 5
NOTES;
FtevleWer: 1. ALL ELEVATION SHOWN ARE IN
NAVD 88 DATUM.
2. FEMA FLOOD —ZONE X.
3" EXISTING GRADE -
11.35 RSEPTIC ESIDENTIAL*
SIZING PER TABLE I, ESTIMATED SEWAGE FLOWS:
4 BEDROOMS WITH 2251-3300 SQ.FT. OF BUILDING AREA = 400
12" GALLONS PER DAY (GPD) FOR EACH ADDITIONAL 750 SF OR FRACTION
THEREOF, INCREASE BY 60 GPD
PROPOSED TOP OF
00
SEPTIC FIELD 10.35 BUILDING SF 4, =
THEREFORE FLOW = 520 GPD
FROM TABLE II, SEPTIC TANK AND PUMP TANK CAPACITY:
PROPOSED BOTTOM AVERAGE SEWAGE FLOW — 52
OF SEPTIC FIELD SEPTIC TANK MINIMUM EFFEC AC — y�i5 A-L-0
9.35 FROM TABLE III, DRAINFIELD AS E EN
24" FINE SAND, SLIGHTLY LIMITED IM S G
GAL/SF/DAY
WSWT Z35 520 GPD / .80 GAL/SF/DAY = 650 SF OF TRENCH AREA R UIRED
THEREFORE, UNOBSTRUCTED AREA REQUIRED = 650 X 1.5 = 975 SF
PROPOSED
1.350 SEPTIC
TANK
i
frs n�wn
�amnurrro
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DOOR NOTES:
H
5 / 3B M35
SH /514 /64
IOl VB'x63'
4
ALL HARDWARE 15 TO COMPLY WITH FLA. STATUTES CHAPTER
553, PART V FLA ACCESSIBILITY CODE 4J3,9 IN REFERENCE TO
GRASPABILITY AND PBCA-201 SECTION 30SA
EGRESS DOORS SHALL BE READILY OP'ENABLE FROM THE
EGRE66 BIDE WITHOUT THE USE OF A IEY OR SPECIAL
OR EFFORT. FBC2010 R3112
1
25
SN
36'x63'
5
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(3125
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4 2' 46•
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25
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4IP1CM_EDGE
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M.H
4O-P
NOTE:
T'L450NRY ROUC.H OPENING SIZES FOR UIINDOWS AND DOORS
SHALL FOLLOW MANUFACTURE'S 6PECPIGAtIONS FOR MASONRY
CONSTRUCTION.
NOT USED
9
4
TRANDOM ELEVAT(cN
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26'X42'
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29'x43
5
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28'X42
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29'x43'
4
ov y RIND TOR Bsvana+9'
x
X
NOT USED
Y
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
STDS 06-SF -05tIS &Well_____^__
eviewer:�
1/2' 3-1/2'
PARTITION B
DOUBLE WALL VARIES
0 TOP PLATE 9 k
RADIAL m 1
WALL(SEE
FLR PLAN)
ELEC, OUTLET
PER ELEC, CODE
AT PARTITION END
KITCHEN ISLAND
FLOW—THRU
COUNTER TOP
A SCALE: 1/2 - I'
O
AND
SMALLER
FY W/ PLAN
TYP. ARCH DETAILS
SCALE: I/4' - I'-0'
NOTES:
WHEN AN 8, OR 12, RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN
CLOSE F'ROXIMITY (WITHIN 2'-09, THEY NEED TO ALL HAVE THE LARGER RADIUS.
4' D1A
PRECAST
HALF COL.
\e
J 2• R \=
COVERED ENTRY PLAN
1 SCALE: 1/4 - P-0'
W/ CA
STY G
ABV.
6•
�________________ PAVEIS � _______ I I
10'-6' Ip'_6• I I l'_I•
I 2 I s I I O
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B.
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FAMILY
ROOM
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CAT 11 $,
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W.I.C. - 9
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IIJFILTRATION At A/C CLOSET.
n
FL-4
v
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INSULATION `hx3oTTIC
DRrW4tUT
ACCESS
FROM CLGP
TO 30' AFF.
2'-1'
6'-1 IR'
I MAX 1 1/2' STEP S
GARAGE
i0
COV. 9
i0
FROM TOP OF
9
Tv CLG.
v
EN TR
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1
5 -r
u'
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COLUMNV-
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J �J EGF�65
6'REGE66-
AT 6HWr-2.
I' NIGH WALL �
LS
Sil
FLOOR PLAN ELEVATION 99B73
SCALE: 1/4•. 1'-0'
DRARING B
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(9,54,482- 957 OFFICE
954 706.2458 FAX
00
W
O
0
x
La.
�z
RIVERBEND
LOT #39
170 WIPH EXPOSURE •C•
PROJECT#p
03303.039
MODEL•
STAMFORD
6510
ELEV. B
GARAGE SWING:
RIGHT
PAGE:
FLOOR
PLAN
ARCHITECT:
STATE OF FLORIDA
PRINT
DATE: 08/15/15
SCALE: AS NOTED
SHEET NO:
Al