09/0325 - MCU - Detached House [As Published] · 132009.325

(DP \ INWALL
2/7

4

RISE 50@ VENT IN
WALL AND TERMINATE
ABOVE ROOF ..

 

 

 

 

 

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(OP i
27 500 PIPE FIXED WITH
. SLAB FLOOR -
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WATER THCHT
INSPECTION HAICH
ABOVE WATER SPILL
LEVEL

 
 
 
  
  

20¢ BYPASS VALVE
LABELED NORMALLY
CLOSED

TO IRRIGATION,
f WASHOCWN & WC’S
i

 
 
 
 

1500

/ ~- REOQUCED PRESSURE OUTLET

ZONE DEVICE

     
 
 

 

 

Lo FLOAT SWITCH

 

 

 

 

 

TANK PUMP

PUMP SHa@Li. BE CAPABLE OF DELIVERING 0.8
L/S VS SOM HEAD EQuaL TO GRUNDFOS
SQE—3--55 THE PUMP SHALL BE
AUTOMATICALLY CONTROLLED FROM THE
CONTROL PANEL

CONTROL PANEL

THE CONTROL PANEL SHALL BE FITTED WITH
MANUAL, OFF AND AUTO SWITCHES, RUN AND
FAULT LIGHTS AND BE CONNECTED 10 AN
AUDIBLE ALARM AND VISUAL ALARM MOUNTED. IN
CLOSE PROXIMITY TO THE PANEL

CONTRACTOR TO ALLOW ALL COSTS FOR THE
INSTALLATION OF THE CONTROL PANEL AND ANY
ASSOCIATED WIRING BETWEEN THE CONTROL
PANEL AND THE PUMPS

WIRING INSTRUCTIONS

THE FLOAT SWITCH SHALL GE WIRED SO THAT AT
LOW WATER LEVEL THE POWER SUPPLY 10 THE
PUMP SHALL BE ISOLATED (VIA THE RELAY) AND
AT THE SAME TIME THE SWITCH WiLL ACTIVATE
THE SOLENOID TO ALLOW MAINS PRESSURE
WAIER TO SUPPLY THE SYSTEM. AS THE TANK
RE-FILES WITH RAINWATER THE FLOAT SWITCH
WILL SIGNAL AND THE SYSTEM SHALL REVERI TO

NORMAL (SOLENOID OFF & PUMP ON)

7 BUILDER TO PROVIDE BULKHEAD

 

 

 

 

 

 

eT ABOVE BEDROOM BELOW TO
— ACCOMODATE PIPE WORK

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op PX
j20e! (/
a a 3
~ t ons tb
SOLENOID — / / \ ~
(NORMALLY OPEN)
wounoo ywmanar // lar amaae RAINWATER TANK DETAIL
CLOStD) , TANK
PRESSURE -/
SENSOR

VARIABLE SPELD DRIVE
SUBMERSIBLE PUMP LAID
HORIZONTALLY IN| SLEEVE

 

 

 

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RISE 50 VENT IN |
WALL AND TERMINAT
(~ABOVE ROOF
/

 

 

 

 

 

 

 

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— (DP NINWALL
97

   
    

 

 

 

 

 

 

\ PDP INWALL

se

UPPER FLOOR SANITARY & STORMWATER

 

 

 

   

 

 

FIX SERVICE WITHIN
SLAB FLOOR \

S DWM

. nr
FIX SERVICE WITHIN UX 208 (WR
Stag FLOOR

 

 

 

 

  
  
 
  
  
 

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NOTE

HOT WATER
RETICUALTION TO
FOLLOW ASIMILAR PATH!
TO COLD

 
  
  
 

 

 

 

  
 

 

 

L

CONCRETE SURROUND

  

y —- DISCHARGE WASTE
INTO BRANCH.

CHAMFER PIPE TO
PROVIDE AIR GAP

LOOSE DISCONNECTOR

GULLY. GRATE oN

FE

     
 
 
   
    
 

 

 

PUMPED DISCHARGE FROM
SWIMMING POOL / SPA

TYPICAL CONNECTION
FROM SWIMMING POOLS

OVERFLOW DUCT ‘ 80x cone.
OF CHANNEL L /

t

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C

 

“t

 

OF PUMPED WASTE DISCHARGE

 

    

 

 

 

 

UPPER FLOOR WATER SUPPLY

HOT WATER TO LAUNDRY AND KITCHEN
ONLY —- .

ECTRIC =
TEMPERING VALVE EQUAL TO —- aw” HEATPUMP
REUANCT. HEATGUARD 20

   
 

 

TEMPERED WATER (80°C) ——-
TQ OUTLETS IN ACCORDANCE WITH
AS 3500.4

T&PR VALVE

ISOLATING VALVE. — —”

NON-RETURN VALVE -—— L/L

PRE~CAST CONCRETE SUPPORT —__
SLAB -—— —--_ .—-—"~

PROVIDE TEMPERATURE / PRESSURE RELIRF ---—- —~~~
VALVE DRAIN LINE & DISCHARGE IN ACCORDANCE

WITH AS5500.4
EWU INSTALLATION

SUMP/SIDE OVERFLOW & BOX GUTTER DIMENSIONS

 

 

 

 

 

 

Mn LENGTH ouue - ) PIPE _ wh doc OC toe dp why bs- ° Foc toc +doct+ 30
+ 2 Omin -
pere lala lc p |e cla
bel 4 = 3 AND 4 | 101 6s [200 22 1100 300| 45} 15 [ia7
— —~ 1 ~~ I A ak 4
NOTE: MINIMUM GRADIENT OF BOX GUTIER 1:200
SIDE VIEW SECTION

NES NTS

 

100 DIA BOLTED BRASS PAVERS )
| TRAP SCREW L LD in | N K
fp ~*~; ays _—_———..
b-— ae o_o “FALL som sano ust ms.
ae we A T87—~ ~ Ri BEDDING a
aT ~ ae -
DIA AS SHOWN ON OWCS se Reap coe te SOR TSMee
(ADAPT TO 100 DIA IF__
REQUIRED) °
ns - 100MM MIN 15Mpa 2
4 5 -—— =
2 DEt _* CONCRETE

   
 
 
 
 
  

FLOOR SLAB

TYPICAL

LAYFLAT BLUE
HOSE ——

100 RAD

a

STORMWATER PUMPWELL

NTS

 

 

 

 

 

TR SC Rr
200MM MIN 15Mpo NOTE
CONCRETE FIX SIGN TO STRUCTURAL MEMBER
WITH CORROSION RESISTANT
100MM MIN 15Mpo . FASTENERS 15
CONCRETE wo a
IN GRASSED OR >

LANDSCAPED AREA

    
   

100MM MIN 15Mpo
CONCRETE) ~~ ———»\

IN PAVED AREA

IN CONCRETED AREA
iO’S
NTS

695 X_695 HDG GRATE EQUAL
fo TO WEBFORCE GSG 66H

fog

TO SURFACE

STORMWATER PUMPS

THE DUAL STORMWATER PUMPS SHAL! EACH BE CAPABLE
OF DELIVERING L/S @ 6 METRES HEAD EQUAL TO DAVEY
MODEL DCS40 (0.4kw) SUBMERSIBLE MOTOR PUMP
a ~ THE PUMPS SHALL BE AUTOMATICALLY
«
Aone Oe SHASS 12 PMC CONTROLLED FROM THE CONTROL PANEL AND BE
CLEAR OF PUMP WELL AUTOMATICALLY ALTERNATING. BOTH PUMPS TO RUN
AT HIGH LEVEL. (REFER DETAIL)

CONTROL PANEL

CHAINS THE CONTROL PANEL SHALL BE FITTED WITH MANUAL,

OFF AND AUTO SWATCHES, RUN AND FAULT LIGHTS

AND BE CONNECTED TO AN AUDIBLE AND VISUAL ALARM

+. 32 AND 50 . MOUNTED IN CLOSE PROXIMITY TO THE PANEL

CLASS 18 Pvc CONTRACTOR TO ALLOW ALL COSTS FOR THE INSTALLATION
OF THE CONTROL PANEL AND ANY ASSOCIATED WIRING
STANDARD HUMES 1500@ BETWEEN THE CONTROL PANEL AND THE PUMPS.
J+— CLASS 4 PIPE
(CUT LENGTH TO SUIT}

100.00

 

 

 

-.— LIFTING

 

100@ SLOTTED
INSPECTION PIPE

 

_ CONTROL SWITCH SETTINGS
SWITCH NO TION
Se @SSuMe0) a7 20
INLET HL |

 

   

   

1500 =
4600 — ~~

 

 

ACTIVATE ALARMS

OVERRIDE ALTERNATOR

 

 

 

_ 4 __| Pumps cut our
BOTTOM OF WELL

 

 

 

 

   
 

 

 

 

   

4

 

Smm x 40mm SLOTS
@ 43mm CENTRES

10mm x 40mm SLOTS
G@ 43mm CENTRES

 

 

DO NOT

 

HOSE TAP FIXTURE SIGN

NTS

NTS

  

RAINHEAD & BOX GUTTER DIMENSIONS

TYPICAL PLANTER DRAINACE DETAIL

PUSH-IN DRAINAGE/INSPECTION GRATE
<~ an monn GEOFABRIC (BY OTHERS)
/ FLEXIBLE SEALANT

 
 
 
  
 
  
  
 
  
 

100mm
MAX

77> SOIL AS SPECHIED BY LANDSCAPE ARCHITECT (BY OTHERS)

_7-— WATERPROOF MEMBRANE (BY OTHERS)

_7— DRAINAGE CELL (BY OTHERS)

PLANTER DRAINAGE UNIT

FIX IRU'S IN

FLEXIBLE PVC EQUAL TO
HFT ELECTRICAL CORRUGAIED
CONDUIT

 

— 1000 uPvE

 
 

~——S1OP COCK & SOLENOID
(SOLENOID SUPPUED BY
LANDSCAPE CONTRACTOR &
INSTALLED BY PLUMBER)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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A h/iijoal TENDER RS
P 4/11/08 PRELIMINARY Randall Spice _
pssuel bare | REVISION 1 DESICNED.
7 8

SPICE CONSULTING
CONSTRUCTION HYDRAULICS CONSULTANTS

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D PIPE

€, 7

Jats
& 8 300100

fclole]= |
100 | 150 75 [100]
vw 4

 

 

 

 

 

NOTE: MINIMUM GRADIENT OF BOX GUITER 1:700

 

 

 

 

~s rk PO BOX 1406 BUDERIM Q 4556 bh
ze Telephone 07 5445 3888 oe
I CBSA Facsimile 07 5445 3824 |
6 1124616 Email - [email protected] AHSCA
cue M&S KAHLER L.
ASSOCIATED CONSULTANT MRA DESIGN ~
UPPER FLOOR = ! YNI
ALL SERVICES SEALE or
DETAILS Ai— 1: 100 TU -
fas- 1:200] 24)
PROJECT STATUS. HSSUE
PROPOSED RESIDENCE _APPROVAL L
6 ALLAMBI RISE PAC._No A
LITTLE COVE e802 |
mm D or 2

 

 

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