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Attached to the e-mail MCU19/0013 - Withdraw Representations.

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Noosa Council documents

 

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

STORMWATER DRAINAGE DESIGN &

COMMUNITY TITLE SUBDIVISION
Total Lot Size = 1,007m2

 

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

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

 

Proposed Lot |= 513m)
Preposed-batd—O4m2
Shared fence easement (6m2 (0.3m x 20m))

Sewer Easement = 274m2

 

 

    
   
 
 

OVERHEAD ELECTRICAL
RAINWATER DRAINAGE

 

  

s STORMWATER
7— TELSTRA
—"— WATER

Stormwater Easement (~15m2)

Landscaping in accordance with Planning Scheme Policy 03

- 2.x street trees to Opal St

 
   

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

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

 

 

 

Existing Feiiee

 

 

Fn

Kitchen
I

 

 

 

 

 

 

 

 

 

 

 

OPAL STREET

 

 

\ ‘TOP Pi
Easements fot Services (inidcative)

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

ensure non-worsening situation to adjoining properties

 

TOP CONDUIT RL: 108.04

 

 

‘SEWER RISING MAIN POTHOLE

new fence

- 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

50,209mm 172° 1" 2" SEWER RISING MAIN POTHOLE __|
‘TOP CONDUIT RL: 108.01

~~ Proposed
Lot 2

 

LL SEWERRISING MANPOTHOLE
‘TOP CONDUIT RL: 107.96

 

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

 

 

 

Scale 1:300

10,089mm 262° # 2"

  

 

     
         
 

US SEWERRISNG MAN
Son

SEWER COVPLED ONLY

0 1 2 3 4 5m

Site, Subdivision and
Preliminary Services
Layout Plan

Date: 29/01/2019

 

 

Documentiieilihe 2086BAN2 0808396
Version: 2\/esision!Dattes By UBD 12/01/2019

Print Date: 13 May 2019, 4:45 PM
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