6835 SW 67 ST EB-09-019-074 c m
Iii a`
I
m
m
m
m
�r
13.25' 13.50'
EW GAS NATURAL CD y
METER AND
O
----------------------- - ----------- -
--------------
-- - m
SCUPPER 4 x
SCUPPER 4x4"
180SF
I TOTAL AREA TOTAL AREA SCUPPER 4"x " SCUPPER 4"x4" 750S , G COMPANY 1"BFP , METER AND REGUL 11
1__ ______ 1505E_______ TOTAL AREA TOTAL AREA 7505E „ SCUPPER 4"x4" 15' F __C_0_N_TINU_A_TIO_N S_E_E__P_-2 I vi
_____________________________________ _____________________________ _2pOS{=______ _ _ -SCIPPPER-47c4-_ __ __ ______ _
'IaOSF--,---- ------------- "S�TIPPER-d za- -- ro�'AL AI�En- ---- - --------------------------------------- -------------------------- m
12.38' 5"-26905E "RD 3"RD 3RD 1205E 3"RD TOTAL AREA TOTAL AREA 370SF "TO IRRIGATION LINE,HB AND
DRAIN TO SWALE O 2005E s 1405E g�1205E 1805 o so POOL CONTRACTOR FROM BFP \ G
I ,(' FOR CONTINUATION SEE P-2
SEE GRADING PLAN 6"-2540S L =_ _=_ _==�_ ___—
6"-23405 6"-22005 6"-20805 - _ _—_ It
8"-69405E _ ___ ____ 3.66' '
1-1 T°Tb DOM�STI C�WAfiER__________________________T I � 0,.0
°•,,.,` I I'ta -16005 FROM BFP i I i I° lfJm
TIrs FOR CONTINUATION SEE P-2 1-1/2"BFP , METER AND REGU co
v- I 6"-4250SF 411 1z I �1�
.1a�z ..ff.. �y �R�z 505 3°LLRWL 2" 205E 3�� D i m
1 450SF� 615 SF 35 SPg SCUPPER 4"I iv;TOTAL AR
1 z 3505E
4"-12505E .3"VTR
I I
/,,, "-4 F *+a i ,,., SCUPPER 4"x4" 3"RD PERVIOUS i C�
TOTAL AREA m
3205E DRIVEWAY
1 3 OS 1 I U V m
SCUPPER 4" I O L A E _1 F I +Irz 4" 930FU i I
OT AL AREA i I
4 05F r>p L A E _1 3 F ' i
ro w 3-3205F 3"� tOSF SCUPPER 4"x4"
- I +.+rz & ,� TOTAL AREA SOIL PROFILE I y
6 5 F I SCUPPER +� 380SF LOCATION
T A R A 615 F 3POSF AREA SF 380SF
0
1n 'ta P OPOSED SEPTIC TANK '` ++I«++
1.12 +++++ ++++++*++++++
I z 11 •SCUPPER 4"x4' 3"Rp + I*
AR TOTAL AREA 2305E 1 0 GALLONS _ + A -
++
2305 F W_443 + + + 1
G ER_6" 3"RD SOSF RRAIMFIE
250SF G LL DAY ++++$N b++ + LP AREA++t +++++
11 j+
---- ---- --- -----
4H�� + * + + + + +++"6"-38005E 4"-33FU + +' + + + + + + + + +
I .. 3"-2505 Ir_____________________
D 4"RD I FROM S TIC TANK ++ +*+++++++++*+++*++++++
390 DEC sO 8755E I FOR CO NUATION SEE P-2 ++i+«++++++++++++++++++ + ,
3"Dp 3„DD GU R_4 I, 4”-33FU ++i++++++++++++++++++++++
POOL CK3oo s 271os INV.+11'-11" GVD {++
w«y
I 1 OSF T AL AREA � m m ,m�D y p o
1 6„-1835 SSF '' .6 ,D m W~q D m
6•,_7585SF I I m m'� •d u p
1 I 4"D•,,,,� I I anSaPwA e 3RD _ OPEN START OF SOIL-/ �g
m
5255E _
CmO
' H.E1m �i
3205E P'm vi
SWIM OUT _ --_--- „GUTTER-4'
ER_4' i I k d a�. m P°N m rs
NOTE I II O ✓D,;0 aD
SCUPPER SHALL BE SPACED 12 I REA-950 SF AREA_95 S 1z ' zi�°"D mb'6 a. 0
SWIMMING
DRAINAGE OPERATION OP DRAIN TO TOLLA MAXIM 14 N Iz '1 ' o P.6 A m
POOL ACUMULATION OF 5°OF WATER +Ia� i; " �- D (n PAP .) I I O qua m O tl o Na
1 3"RD __ 1 W .0 q D,a
m m m
SWIM OUT 405E — _ ' —�- i EN OF SOI I I v.m CO F�A w a
1 4"DD II CCyC
I i OOS 5755E • -la 1 1 SYSTEM #1 P-9' 12'-1' El
ti a g m a•y
" 4"-7005 II PROPOSED SE C TANK + ,+ +
7655E 1200 GALLON ++I+++++++++i«++++++++«+"+
t 3"DD +*+*
1 SOOSF 5005 6"-16155E 4 15SF 11 25SF ACH ++ + +i .
6"- S 500SF eELOw FLOW_457GAL NS DAY + + «1+++++652 SF+++++++++++++ I d
TOTALE AREA 6-2 TTER_4' I•I /
3"RD �I
OSF 525 SF os OOSF Os Os T4O255 ARE 1 1 I PERVIOUS �+1i(iNEiY DRAINFlELD+AREA)++"+*
1 SEPTIC y1
3"RD
SCUP PE 4"x4" SCUPPER 4"x4" 11 4-34FU +1+++%++%++.+++++
1 ' 3005E 11 F OM S TIC TANK ++ * +3I'�IO' * I a
3 RD 4"-911S F 'I
FIR CO NUATON SEE P-2 +,+ CT,
+- 260SF 3" 11 it J
I „ ,� t1a 30 � +'++
2 t+a 4 34FU + +
+ +++++
(� INV.+12'NG
TOTAL A 1z TOTAL ARE �' I
8 i 260SF 3005
T T L A E START OF SOIL
1 1 4-DD TOTAL AREA
1 5"-3265SF 680SF T T L OPI 10 0 S O 10'-TH T-s'
a TO
ED m e 2605E I a p I�OT ARE
3"RD U/ +.+a 2705}` 27
1 i O A R A i 26 1z t� I SOIL PROFILE
TOTAL
-- --- AREA - U-P-TER 4 x4 3-
I
LOC
ATON
3"-260SF 320SF 3205E 2705 PERVIOUS
L______________________ ----------------------- -----------------------------------_
DRIVEWAY
-------------------------------- -- -
B-53805E %
3"RD SCUPPER 4"x4„ ___ _ _ ________ _
CLIPPER 4°x4°
' DRAIN TO SWALE 1005E a5Z60SF m
SEE GRADING PLAN s RD O SCUPPER Os 2 5SF E TOTAL AREA L 6"- !!S�.40S
E SCUPPER 4"u4' 4-9505F 1005E 3'-590SF 1 � T
TOTAL AREA
6405E i 2.86'
------------------------------------
12.43 --------------------------- -------------- ------------------------------------------ --- 12------------
- - - -- - 12.50'- - - - - -- - - - - 13.00' -- - - - - - - �
SEPTIC TANK CALCULATION O 517
NUMBROFSYSTEMS 2 SITE PLAN w
TOTAL LIVINGAREA 6,820 SF 3300ef(40OGPD) SCALE 3/32=1'-0° N .
TOTAL OF BEDROOMS 7 U +q
FLOW ALLOWANCE 900 GPD
T
a CD
OTAL LOT AREA 1.124 ACRES 49,977 LOT SF __
TOTAL FLO'N PER BAY PER ACRE ALLOW 2810.093
L WFIXTURE COUNT CALCULATION DESCRIPTION x • �
SYSTEM R7 FU # TOTAL L-_-—-J 1 L,E,
FULL BATHf2OOM 6 2 12 BATH 1,2 r'
FLOOR GRIN 2 1 4 PLAN MEI4 W 00 0
FLOOR CM M 2 2 4 E Z �F)
BATHRCOh11AABTER 14 1 14
TOTAL FIXTURES 34
FIXTURE COUNT CALCULATION
SYSTEM#2 FU # TOTAL _
FULL BATHROOM 6 2 12 MA ID/GOEST 1 YT o N rt>w
POOL BATHROOM 7 1 7 +
SINGLE SINK 2 2 4LAUNDRY lIfTILfTY
_J
DOUBLE SINK 2 2 4 KRCHEWBAR BECIKKJ A-A'
FLOOR DRAIN 2 2 4
WASHER 2 1 2 '�
TOTAL FIXTURES 33 _
5- 12-0 12-
TOTAL HOUSE FU O7 H 4- 1-10 5- 5-6 -
:e4 aaaa
FLOW CALCULATION
m�G e.e�1 mar
SYSTEM 1 DRAIN FIELD REQUIRED BED(SF) TANK SIZE GALL, xaOaR61ae,T1•N 3.
SVSTEh1 FLOW= #fU XroTAL FLOW =GPU'0.7
TOTAL FU S1EP11C TANK DETAIL
nu
67
=457 GPD 652 1200 THERE ARE N'0 PFITRNEM FEATURES ON APYCDlE
PROPERTIES ANO ACROSS THE STREET THAT LLAY
AFFECT THE S}S BI INSTALLATION. Q
SYSTEM a
SYSTEM FLOW= 33 XTOTAL FLOW
TOTAL FU •,--I
= 33 X 900 aaaa
G7 7
=443 GPD 633 1N0
Q L2
LL ¢ 00
CD
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JOB It 09-0403
Am.6hnse.Rodrig..,PF sheet no.
Uce Number 60236
engineering inc � e
PLUMBING SITE PLAN Geh IntemetionslPllue _ 1
N 2855 Le Jaune Rued,SI 902 �o, ;q e : Signamm
SCALE 3132=1'-0"
Coral Gables,FIOrida 33134
Phona>3054449809 >PNrtbry >R.r+,.u•uo, Oem
Fax >305 444 9827 SwnV—P.H ng.com
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