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

 

 

 

 

 

IRAWIG SIZE - A2

 

 

 

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2FAL :
CONCRETE DRIVEWAY

 

 

 

 

 

 

1.5(W) x 2.5(L) x 1.5(0)
STORMWATER SOAKAGE
PIT REFER DETAIL.

 

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UNE OF UPPER FLOOR

         

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—=e——DRIVEWAY CROSSOVER TO

e COUNCIL STANDARDS

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HOT & COLD POTABLE WATER
SUPPLY TO UNIT FIXTURES

3
%

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ki

3
B55

SITE PLAN

(Scale 1:100)

 

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

 

 

 

OVERFLOW TO
APPROVED OUTLET

 

 

 

 

WATER RE-USE SCHEMATIC

 

 

g
=
=
=
5
=
a
5

 

NOTE:

ENSURE PUMP CAPACITY IS CAPABLE
OF SUPPLYING THE NECESSARY
PRESSURE FOR ALL SERVICES
CONNECTED

   

2/S5000LT SPLITMASTER ACTION TANKS.
FOR WATER RE-USE. LOCATE CONTROL
BOXES WITHIN UNIT GARAGES.

x?

 

KERB ADAPTOR

40mm CLEAN AGGREGATE FULLY

so
¥ ENCASED IN GEOFABRIC.

Revision

 

 

 

 

 

 

 

 

 

RETURN PIPE 10
SURFACE FOR
FLUSHOUT

Pipe_Grid_at_ Base

SLOTTED HORIZONTAL
[— AGG LATERALS
PIPES EQUALLY SPACED.

 

 

 

as
2)
As per plon

 

 

 

KERB ADAPTOR

 

 

 

 

[7 oso

 

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|

LEGEND |

"7 INDICATES EXISTING SURFACE
CONTOUR AND “we TO AHD.

im) —_INDICATES PROPOSED FINISHED SPOT
SURFACE LEVELS TO AHD.

- EXISTING SURFACE SPOT LEVELS.

|

INDICATES DIRECTION OF FALL
TO FINISHED “ DRAINS.

48.007"

GP! 4505q GRATED FIFLD INLETS,
PRE-CAST CONCRETE.
i
WALL MOUNTED SPLIT MASTER
TANK CONTROL BOK.

{

 

GENERAL:

1, Do not scale from this drowing.

2. All dimensions in millimetres

3, Setting out dimensions ore to be obtained from the architectural
drowings.

4, Any discrepancies between these drawing and the architectural drawings:
ae to be referred to the engineer Immediately.

5, The builder fs responsible for locoting al existing services within and
adjacent the allotment and shall ensure that all new works ore in
oecordance with the attoched critical depth line diagram.

FOOTPATHS AND DRIVEWAYS:

+, Existing footpaths to be sow cut prior to removal

2 Crossings are nol designed for commercial vehictes

3. Concrete driveway to be 125mm thk. excluding any finished treatments,
9. stamping

4. Concrete surface tolerance +5.0mm over 3.0m

5, Concrete N25 in cccordance with AS 1379 ond AS 3600

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

7. Expansion jpints to be 10mm wide wel tooted with every 2nd mesh wire
cut along pint.

8. One access point permitted for each allotment,

9, For curved drivewcys, maximum grodes opply to inside edge of curve
10. AD services to be locoted and protected os required prior lo work
commencing

 

 

Issue: IgSUE FOR CONST.

 

pDEBOID Ta

SOC Shear" del “sevechned

ABN 40 098 481 839

 

U1/11 PROJECT AVENUE, NOOSAVILLE QLD.4566
Ph (07) 5455 5604 Fax (07) 5455 5696

 

Title: SITE DRAINAGE.

 

 

Project 21 Attunga Heights
Noosa Heads.

 

Date; August 2009.

 

 

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Drg No. 19239-C1 | &