05-1298(2)-043SW 68 TH STRI ET
VALVES
SERVE1¢
ADDITIONAL
! DRAINFIELD AREA
126 50. FT
i
f
3_t
NEW
— l3i4"f!
l---I'
FCO ___i�_1
J
i
SEPTIC TAW- 01 � Pill
(1200 GAL)=----
1�
Fc0 ( I
j I I
! f
I I
I
j
t
:tom
I
. m
FCO 2
j F
4.
i� ri
FT
IT
{
t'
"dSEPTIC TANK i
02 (1200 GAL) i
NEW
jn7
DRAINFIELD 02 3�4��
ADDITIONAL f j
180 SQ. FT AREA 010'
--SEIB ( K---
x
F� CC�'r F OVR i
r isr ,i -! +ri.j T1
lfi. {01}y If�r4 I
i}
, Tr
i !1 II �Jj(� Ij j! I) jl{j'I I !'iii,l�Iilfl { ((�hllijljl l! Ifh ( Ii C
I [It! i i Il 1`PTv rl+ j�ifI'1''I ITRITE
r I �I ,— -TEI� ;
L lilt Iti. I t hii i , n k, It 1�'Iti1 ,!,!i: u{;SST
FI_QOR j
j r r -_ �.x"J! itiltllilill � / i t
INEW D O STORY RESIDENCE
No. 6364
F.F.E = 1-4.50' N.G.V.D,
r
r---
A5ANDON
FILL W SPARO
4 CRUSH
EXIST SEPTIC
TANK _
yl
!'CLU
` 3T7~
BBj
4tII/2" CW sEFzv. wG
1/V4L/E
VAC. BREAKER
TYP. GALE VALVE l j ��'
YI0<
r _
SITE PLAN
SCALE: 1 / 161'=1 ' O"
Li it I i �
O
NEW i
N.B. j
I
3/4 n
�I
I
! r,tir-G
TO
i
�f'fI ' �tl iliflffl ' flifl� Ifl I
lfl�rl�,Il I'IIII� ijlf �LI��Ii � � t
r_ PCCL SEIBAi K
CABANA P f
I
I { NEW
Fr 3/4 n i
YPIfi GATE VALVF,,,
I
v..7�'^l�.ii:•�trY<��-'f+lsr".d'%3
SEPTIC TANK CALCULATIONS
ALLOWANCE 400 GPD FOR UP
TO 3300850. FT. OF BLDG AREA FOR EACH
ADDITIONAL 150 SO, FT. ADD 100 GPD
BLDG AREA 641E 60. FT,
641g SO. FT. - 3300 = 31113 : 150 = 4.24 x 100 = 424
400 + 424 = 824 GPD
USE 2 SEPTIC SYSTEM
TOTAL F.U. 46, SYSTEM 1 22/.36 = 6110 , SYSTEM 2 24/.36 =66go
SEPTIC SYSTEM 01
824 GPD x .61 - 510 GPD
USE A SEPTIC TANK OF 1200 GAL
WITH A DRAINFIELD OF 510/.1 = 128 $0. FT.
WITH EQUAL ADDITIONAL AREA
SEPTIC SYSTEM +'2
824 GPD x .66 =546 GPD
USE A SEPTIC TANK OF 1200 GAL
WITH A DRAINFIELD OF 546/.1=1[W SQ. FT.
WITH EQUAL ADDITIONAL AREA
NOTE:
NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACRO-5
THE STREET THAT MAY AFFECT THE SYSTEM INTALLATION.
GAL
e00 , 10"
1200
1" • moo
*50 4 2000
W
5'-0'
5'-0'
5'-0'
5'-0'
L
10'-0'
W-0'
n'-V
D
4'-0'
4'-b'
4'-b'
T MR
V
9'
3'
3'
D MR
4'-0'
t 4'-0'
1 4'-0'
4'-0'
m1w
bXbW/O
1 4X44/4
CG41G
4000 PSI. ;& DAY
PAQ1 BLD4.
O�4CR
T
ulto)
`9
PLAN VIEW
'TRAF14Lm
-J.n'cG
LOAD n'
1
ELEVATION VIEW
SEPTIC TANK
WS
TO PFUN
19"
TO ORAN
R"
�a—
,l
JOHN R. MEDINA & ASSOC.
ARC F-i ITECTS
4901 S.W.75th Avenue
Miami, Florida 33155
T 305.740.0554
F 305.740.5355
jrmainc@bellsouth.net
REVISIONS DATE
b
BY
0
40
i
r�
r
.
v) .,
t
SEAL
Drawings and Specifications as instrument of
M R & M R S PIN O
service are and shall remain the property of
.
the Architect and shall remain the property
RESIDENCE.
of the Architect whether the project for
which they were mode is executed or not.
-hey are not to be used in any man t-er on
other projects or extensions to this project
except by agreement in writing and with the
MR. & MRS. PINO
appropriate compensation to the Architect.
6864 SW 68 th ST.,
Reproduction of drawings and
Miami, FL 33155
specifications without the written consent of
Mr. Patricia Espinosa.
the Architect is prohbited.
305.
SITE PLAN
SCALE: AS SHOWN
DATE: 3/05
DRAWN: CAP