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Approved Plans MCU19 0013 & RAL19/0003

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GENERAL SITE PLAN NOTES
EARTHWORKS TO BE IN ACCORDANCE
WITH LOCAL COUNCIL REGULATIONS
‘AND NATIONAL CONSTRUCTION CODE,
VOL 2, SECTION 3.1.1 EARTHWORKS.

COMMUNITY TITLE SUBDIVISION
Total Lot Size = 1,007m2
Proposed Lot1=513m2
Preposed-batd—O4m2

STORMWATER DRAINAGE DESIGN &
DISCHARGE TO AS 3500, SECTION 3.1.2
STORMWATER DRAINAGE, NCC VOL2
AND LOCAL COUNCIL REQUIREMENTS.

DRIVEWAY CROSSOVER DESIGN,
CONSTRUCTION AND FINISH TO LOCAL
COUNCIL REQUIREMENTS.

‘SERVICES LEGEND
UNDERGROUND ELECTRICAL
OVERHEAD ELECTRICAL
RAINWATER DRAINAGE

 

Alfresco to be
reduced in size in
accordance with the
site cover plan

Sewer Easement = 274m2

 

 

 

    
   
 
   

Stormwater Easement (~15m2)

 

  

s\ STORIANATER -
+— TELSTRA —
—u— WATER A

- 2.x street trees to Opal St

Shared fence easement (6m2 (0.3m x 20m))

Landscaping in accordance with Planning Scheme Policy 03

DEVELOPMENT DETAILS

Density = 2 x 3+ beds (6.6)

Site Gover =220+-220-=410-(44%)-
Plot Ratio = 137 + 144 = 281m2 (27%)
Parking = 4 spaces

Landscaping = 496m2 (49%)

* New driveways and crossovers in
accordance with RS-049 & RS-050

nt - Dense landscaping around perimeters and in front of Opal St fence

 

 

 

Fn

Kitchen
I

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OPAL STREET

 

TOP CONDUIT RL: 108.04
‘TOP PIPE RL: 10604
‘SEWER RISING MAIN POTHOLE

Easements fot Services (inidcative) new fence

- Sewer easement(1.5m either side of existing pipe)

- Sewer connections to be confirmed (Subject to Unitywater Approval)

- Water to new buildings (Subject to Unitywater Approval)

- Electricity to new building clear of water and sewer lines (Subject to Operational Works Approval)

- Stormwater for new building to include a 5k Litre above ground water tank for detention of new building
roof area directed to existing field inlet within Opal St (Subject to Operational Works Approval)

- All other stormwater from driveways and hardstand areas to be directed to landscaping areas to

ensure non-worsening situation to adjoining properties

 

       
       

50,209mm 172° 1" 2" SEWER RISING MAIN POTHOLE __|

vegetation screening buffer around fence Tneln|

ater DT

~~ Proposed
Lot 2

 

LL SEWERRISING MANPOTHOLE
‘TOP CONDUIT RL: 107.96

‘TOP CONDUIT RL: 108.01

 

APPROVED PLANS
MCU19/0013 & RAL19/0003
NOOSA COUNCIL
9 MAY 2019

 

 

 

Scale 1:300

 

0 1 2 3 4 5m

 

Site, Subdivision and
Preliminary Services
Layout Plan

Date: 29/01/2019

 

Documentiietiihe A08E8AN20808396
Version: 2\V/¥esision!Dattes iy UBD 12/01/2019

 
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