12-148R-0093n(5 FU)-." -'*-< '3*(4 FU)
4•(9
..........
EXISTING I . . . ...... ...... ... ..... ... _ LL OPEN
SHUT-OFF VALVE
WATER WELL IN BOX
(REFER TO DETAIL)
ALANCING VALVE
SET 0 0.5 GPM TO SOLAR
COLLECTOR (SEE
/4• r
SCHEMATIC LAYOUT
ON SHEET P-3.0
PUMP
' C �`�. (SEE DETAIL
P-4 0 1 -0
HB ON P-3.0) I>
W
3 /2
/4*
Ll P-6
<<
HB
1 A'
REF HB AT ROOF
1 -CW
/2 & H
IN PVC ENCLOSURE P-5
HB
I Sit
�ai
H B ATROOF
3/4w
3/4*
'41-3/40
3 � �' a ' ®� ;�1 WATER PIPING ISOMETRIC NTS
SANITARY PIPING ISOMETRIC - NTS
• ALL HORIZONTAL DRAIN PIPES 2*0 OR
SMALLER SHALL BE SLOPED AT 1/4-/FT
• ALL HORIZONTAL DRAIN PIPES 3*0 OR LARGER
SHALL BE SLOPED AT 1/8'/FT. MIN.
• PROVIDE AUTOMA11C TRAP RESEAL FOR ALL
FLOOR DRAINS
*MAINTAIN ALL VTR'S 10 FT. AWAY MIN.
FROM ANY OUTSIDE AIR INTAKE.
L;mm
3m
AAV---� P_5
4•(11
COOG
(2 WAYS)
0
3/44-
/2w
4
USEL»CCW CAPPED AND
A D FOR FUTURE
/2"
P-7
,,-BALANCING VALVE
HB SET 0 0.5 GPM
3/4"
/2'
' ` /4*
F=2
P-2
P-4A k
"
P ®1 /4
3/4• HB
COOG
(2 WAYS)
MA=111111111
1,350 GAL-,
SEPTIC TANK
iJ
—le - 9--A
iifo so
se.ses,
44 s m N
l_ I
-(29 FU)
-(39 FU)
x
S
Na 1 3 s
V
S
0
IONPv
"##mst0"
it
FAI
PUMP NEMA 3R RATED
SELF PRIMING, PUMP GATE VALVE
900 GPH AT 30 PSI, CHLORINE INJECTION POINT.
PRESSURE TANK, 120 GALL.
120-1-60, 3/4 HP. GALVANIZED STEEL TANK,
CHECK
900
'_60
K
G
3 P
H
4 AT
HP
VALVE]j NO
NC
L-4 WATER
aL SYSTEM
WATER SOFTENER
CULLIGAN MODEL PV60
CONCRETE PAD
ii
2• WATER WELL
(APPROX. 40-50 FT. DEEP)
Ai
POTABLE WATER WELL SYSTEM DIAGRAM
N.T.S.
NOTE' PROVIDE CHEMICAL FEEDER PUMP AT EACH CHLORINE INJECTION POINT.
PUMP SHALL BE CULLIGAN, SERIES 015, 115-1-60
4!SAN. STUB-OUT - __1_q
FOR FUTURE USE (10 FU ESTIM.)
m "Iv
PROPOSED PROJECT FOR:
THE MORALES RESIDENCE
6740 SW. 64th COURT, SOUTH MIAMI, FL 33143