09/0363 - Response to Information Request - MCU Multiple Housing Type 2 [As Published] · 132009.363

  

MEK Fates

IRAMING SIZE - A2

t

dos

‘n

zig

2
%
%,

1.5(W) x 2.5(L) x 1.5(D)
STORMWATER SOAKAGE

 

        
    

 
 

2
£ os e
és 25.465
ze

12 ¢

[ 10Q{H) KERB

 

 

 

CONCRETE DRIVEWAY

 

 

UNE OF UPPER FLOOR

 

 

 

 

PIT REFER DETAIL.

 

 

 

 

= — DRIVEWAY CROSSOVER TO

O
so

 

 

 

COUNCIL STANDARDS

 

 

 

 

 

 

 

KERB ADAPTOR

40mm CLEAN AGGREGATE FULLY
ENCASED IN GEOFABRIC,

{

Revision | Dascription ~ Date

 

 

 

 

 

 

 

   

7
RETURN PIPE 10
« SURFACE. FOR
FUSHOUT
Pipe Grid at Base
SLOTTED HORIZONTAL
[— AGG LATERALS

PIPES EQUALLY SPACED.

 

\
\

 

 

 

As per plan

 

 

 

 

 

 

 

 

 

 

 

 

 

 

HOT & COLD POTABLE WATER
SUPPLY TO UNIT FIXTURES

 

 

 

os't9

 

 

2/SQ00LT SPLITMASTER ACTION TANKS.
FOR WATER RE-USE. LOCATE CONTROL
BOXES WITHIN UNIT GARACES.

t

ELECTRONIC DIVERTER VALVE OPERATED
WHEN TANK EMPTY TO PROVIDE MAINS SUPPLY
TO TANK SUPPHED SERVICES

 

 

 

 

OVERFLOW TO
APPROVED OUTLE

 

HOT ROOFWATER
WATER
SYSTEM INLET
sv BHC 4a CARWASH
i He
Linen
MARK RAINWATER’ wv
peneneno eo
i PUNP|

GARDEN IRRIGATION

TET Ts

MARK “RAINWATER”

 

WATER RE-USE SCHEMATIC

 

WATER
TANK

WATER SUPPLY FROM MAINS

 

 

GREEN COLOURED HC FOR
eee,
J MARKED “RAINWATER”. Nore

 

ENSURE PUMP CAPACITY {S CAPABLE

OF SUPPLYING THE NECESSARY

PRESSURE FOR ALL SERVICES \
CONNECTED

 

 

KERB ADAPTOR

 

 

 

 

t

,
LEGEND (

.-°7 INDICATES EXISTING SURFACE

CONTOUR AND LEVEL TO AHD.

i

480077

SURFACE LEVELS TO AHD.

2° BASTING SURFACE SPOT LEVELS.
j
INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.
v8
450Sq GRATED FIELD INLETS,
PRE-CAST CONCRETE.
r
WALL MOUNTED SPLIT MASTER

TANK CONTROL BpK.

INDICATES PROPOSED FINISHED SPOT

GENERAL:

1, Do not scae trom this drawing.

2. All dimensions in millimetres

3, Setting out dimensions ore to be obtoined from the architectural
drawings.

4. Any discrepancies between these drawing and the architectural drawings
ore to be referred to the engineer immediately.

5, The builder is responsble for locating all existing services within ond
adpcent the allotment ond shall ensure thot all new works are in
cccordance with the attached critical depth tine diagram.

FOOTPATHS AND DRIVEWAYS:

1, Existing footpaths to be saw cut prior to removal

2 Crossings ore not designed for commercial vehides

3 Concrete driveway to be 125mm thk. excluding ony finished treatments,
eg, stomping

4. Concrete surfoce tolerance +5.0mm over 3.0m

5. Concrete N25 in cccordance with AS 1379 and AS 3600

6. Reinforcement fobric to AS 1304, placed central slob depth.

7. Expansion jpints to be 10mm wide wet tooled with every 2nd mesh wie
cut olong pint

B, One occess point permitted for each allotment,

9. For curved driveways, maximum grades apply to inside edge of curve
10. All services lo be located ond protected as required prior to work
commencing

 

'ssue: IScUF FOR CONST.

 

g a CONSULTING . ENGINEERS (aS
CG

 

U14 PROJECT AVENUE, NOOSAVILLE QLD.4566
Ph (07) 5455 5604 Fax (07) 5455 5696

 

Title: SITE DRAINAGE.

 

Project 21 Attunga Heights
Noosa Heads.

 

Date: August 2003.

 

 

 

Drg No. 19239-C1 | Per

 

 

 

5