Original Conditions December 1994

2.3

3.0

3.1

3.2

3.3

3.4

In the event that the Developer assigns absolutely or by way of security the interests,
rights or obligations under these conditions or parts with possession of the lands or
assigns or leases or subleases or grants a license or right to use the whole or any
part/s of the lands without the prior written consent of the Council, the obligations
of the Council under these conditions shall continue and remain in full, force and
effect.

CIVIL ENGINEERING CONDITIONS- PRINCIPAL TIME CONSTRAINTS

The Developer shall, after rezoning has been gazetted, but prior to commencement
of any earthworks, prepare and submit for approval by Council the following:-

(a) the survey referred to in Condition 3.3;

(b) the master drainage report referred to in Condition 3.4;

“(© the overall general works programme referred to in Condition 5.1;

(d) a works programme setting out the information required by the Shire
Engineer relevant to the particular stage proposed to be undertaken.

Upon submission of the first building application, the Developer shall submit to the
Shire Engineer for approval; the sewerage reticulation system and the water
reticulation system referred to in the relevant sections of Conditions 6.0 and 7.0
respectively. Further, the developer is to submit with the first building application
the Q100 Flood Height relative to the site.

The Developer shail, after the rezoning has been gazetted, but prior to the
commencement of any earthworks, prepare and submit for approval by Council, a
survey control grid over the entire site that is subject to development. As part of the
survey the Developer shall install permanent survey marks levelled to Australian
Height Datum and submit the relevant Form 6. .

The Developer shall, after the rezoning has been gazetted, but prior to the ©
commencement of any earthworks, prepare and submit a master drainage plan
identifying existing major surface drainage paths, depths of existing waterways and
major culverts required across any proposed internal road. The master drainage
plan shall have regard to both minor storm Q10 frequency and a major storm event
Q4100. The master drainage plan shall incorporate a method of stormwater retention
including wet basins to improve water quality prior to it being discharged into Lake
Weyba. This master drainage plan is.to be approved by both Council and the
Department of Environment and Heritage prior to it being used as the basis of
drainage design. The developer shall complete the drainage works in accordance
with the master drainage plan. Detailed drainage plans shall be submitted-with the

_telative building application and the engineering design plans for the access road.