NS DWC Plans A3

Page 2

 

 

 

LOT & PLAN DESCRIPTION:

LOT: 5 CP907131
ISITE AREA: 661.51m2
IEARTH VOLUME: 158m?

 

 

 

   
 

EXISTING NEIGHBOURING
RESIDENCE

  
 
 

PROPOSED
RESIDENCE

  
 

Proposed driveway crossover to be constructed as per standard
drawing RS-049 and RS-050 to Castaway Court.

 

 

 

 

 

Lightbody architects pty (td roject client drawing oo 2 4 north BUILDING APPROVAL

vy

LIGHTBODY ARCHITECTS ¢ irctrzreesonresrarcnstects com au 15, Driftwood Drive Ryza & Breena Garbacz SITE PLAN 1: 100@ Aq 0005 29.11.21

 

 

 

 

 

Page 3

 

 

 

g

 

5280

3650

 

 

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10540

2520 6000

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
   
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1 _PLANrouno Foor
Scale; 1: 50

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Legend
Value | Description

S60 [BARBECUE

ect |cooxror

OR [ORYER

FR |FRose

Eov [OVEN

EWM [WASHING MACHINE

FFCON [FLOOR CONCRETE

Fra FLOOR TLE TYPE T

HBS [BASIN TYPE 1

HOR [WASTE DRAWN

HEW [FLOOR WASTE

HSH |SHOWERHEAD TYPE 1

HSK [SINK TYPE

HSK-2 [SINK TYPE 2

SKS [SINK TYPE 3

TH-1 [TAP MIXER 1

TH-2 [TAP MINER Z

Hive |TOUET SUITE

RH TOLET ROLL HOLDER

us-1 [aus

INDOOR AREA: 208m?

OUTDOOR AREA: 51m?

 

 

 

 

LIGHTBODY ARCHITECTS

Lightbody architects pty ltd
m 0412 440 656

e@ [email protected]
w Lightbodyarchitects.com.au

roj

15,

ect

Driftwood Drive

client

Ryza & Breena Garbacz

drawing
GROUND FLOOR

o 1 2
m1
1 50 @ A1 1000

 

29.11

BUILDING APPROVAL
21

 

 

 

Page 4

 

(NOTE \\
THE TITLE BOUNDARIES AS SHOWN HEREON WERE NOT MARKED AT THE TIME
OF SURVEY AND HAVE BEEN DETERMINED BY PLAN DIMENSIONS ONLY AND
NOT BY FIELD SURVEY. AS SUCH BOUNDARY DIMENSIONS COULD BE QUT OF
DATE Al CT. IF BOUNDARY DIMENSIONS NEED TO BE VERIFIED, THE
SERVICES. SULTING CADASTRAL SURVEYOR SHOULD BE ENGAGED,

ALL VISIBLE SER’
DEMOLITION, E:

A TITLE SEARCH HAS NOT BEEN CARRIED OUT TO CHECK FOR THE EXISTANCE|
OF EASEMENTS OR TO VERIFY IF THE PROPERTY DESCRIPTION SHOWN IS.
CORRECT.

 

 

4
CP907132

Sewer Manhol

\

‘stew (Screw in Channel)

RL13.18 AHD

 

NOTE
Noosa Cooloola Land Surveys Pty Ltd LEVEL DATUV

NCLS ACN 613974486 CONTOUR INTERVAL

P.O. Box 1684, Noosa Heads, QLD. 4567

0412 603286 0419 782360 0409 632830

etall Survey of
Lot 5 on CP90/1351

15 Driftwood Drive
Castaways Beach

SCALE 1:200/A3

 

DATE 06 /04/202

 

M

 

 

 

Page 5

 

 

 

 

 

 

 

 

 

 

 

 

ALLOWABLE NUMBER AND WIDTH OF RESIDENTIAL DRIVEWAYS
ALLOWABLE’ | max WIDTH max WIDTH SPECIAL CONDITIONS APPLICABLE
No. OF AT KERB AT PROPERTY ; + aee t :
TYPE DESCRIPTION CROSSINGS INVERT W2 BOUNDARY (All driveways esroval) relevant council
(wt) (W3) _—
wy 1 Single garage 1 4.0m 3.0m 3.0m
2
2 2 | Double garage or more 1 4.0m 3.0m 5.0m
uw 3 Double garage or more 2 4.0m 3.0m 5.0m 1. min 40.0m frontage; .
S 2. min 12.0m between two crossings.
“ Double gar ol
4 carport on property 1 5.0m 4.0m 6.0m Subject to carport/garage approval
boundary
> 5 Duplex with frontage 1 5.0m 4.0m 6.0m
a 20.0m or less
a 6 | Ouplex with frontage 2 5.0m 4.0m 5.0m min 7.0m between crossings.
greater than 20.0m

 

 

 

 

 

 

 

Kerb and =~

500 max vertical — /\
transition length

Sawcut fo allow clean removal-/

General 4000 verge

rKerb
Faper

Existing/future concrete path

Dowelled expansion joint
refer to RS-065
Single garage alignment

Property boundary

 

 

 

 

 

 

Ss
o
mw
+|
c
a
ec] os
= 2 =
|
a
x
o
a
om

 

 

 

 

 

 

[
"|

 

 

| 1000
min

Property boundary
wi

Refer sections A+B on
drawing number RS-050

 

 

 

of back of kerb and channel.

\ ct path to be saw cut and removed
prior ta crossing constructian.

-Existing/Tuture concrete path
reter note 23 an RS-050.

Stormwater kerb inlet

 

 
 
 
 

LEGEND
(ORIVEWAY PROHIBITED LOCATIONS)

NKL nominal kerb line
{face of kerb)
TP oe Tangent point on NKL
Prohibited locations shown in a
heavy line, based on AS 2890.1
x The points marked ‘x’ are either

at the median on a divided road,
or at the intersection of the main
road centreline and the
prolongation of the side road NKL
line on an undivided road.

Typical carpark bay

 

 

 

 

 

 

 

 

 

 

3 1.0m clear of
= local area traffic
= management
« devices
i)
e 1.0m clearance e
zZ = trom pit lintel
= S a a
= Zz},
NOTE: &
1. Services & road furniture will & &
not be moved for driveways, TP a TP 8 OT OPOTP
2. This drawing to be read in B B F
conjunction with RS—050. NKL.
YH He —H— —|
6.0m , x Om 6.0m 6.0m
Median Centreline of main road
NKL NKL
60mm
COLLECTOR ACCESS

SETOUT REQUIREMENTS

These drawings have been developed in consultation between the participating Councils

DRIVEWAY PROHIBITED LOCATIONS

BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.

 

 

 

 

 

DE/14 | Review

 

 

 

 

 

ep-|ca]

1O/12
oar

 

INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA
STANDARD DRAWINGS

 

 

DRIVEWAYS
RESIDENTIAL DRIVEWAYS
PLAN 1 OF 2

RS—049

 

 

 

2efo[ TTT

 

Page 6

 

Kerb invert

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

  

 

   

 

 

 

 

    

 

z >
HEIGHT ABOVE INVERT] ., x 2 8 3
. OF CHANNEL (mrn) | © - NON 3
Control joint DISTANCE FROM INVERT| o a ow os
@ OF CHANNEL (m) | © = m4 5 i500, 1500, 1500
, él | Roll over Garage/ it
—— 1500min Slope may vary | Eorper
_ . T Road surface 5 1500 refer note 13°, 500 ,__ refer note 12 a
i=" ———— f = Transition Path zone
jn 2 1 in 40 20
in 8 ———— 1500
Reinforced SL?2 tabric min Li | Rab anaer~| carage/

 

 

    

Sand blinding layer 50 max

Galvanised/stainless
steel dowels 400 long
R16 @ 450 centres

BREAKOUT TYPE
SECTION A

Refer drawing
RS-049

Saw cut all kerbs to /

allow clean removal of
back of kerb and
channel

NOTE:

Control joint /

 

Cortrol joint~

(If required)

 

TYPICAL PROFILE DRIVEWAY ACCESS

SECTION B

Refer drawing
RS-049

   

Carport slab

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1. All appropriate permits must be obtained from relevant council, specifying crossing type, 13. Poth zone width may vary to match existing concrete pathways and verge profiles.
construction materials, location, levels, surface finishes and dimensions, prior to any excavation. Poth earthworks adjoining concrete must be well compacted.

2. Afernative materials tor construction, other than reinforced concrete, refer to relevant council ‘4. Earthworks cut and fill batters from edge of driveway or path to natural surface to be
for approval. maximum grade at 1 in 10 and fully turfed prior to council inspection.

3. Crossing to be constructed square to the street alignment, wholly contained within the site ‘5. Existing path to be longitudinally transitioned to new driveway at a maximum grade of 1 in 10.
frontage fromm invert of channel to property boundary. 16. Plain concrete surfaces to be heavy broom finished.

4. One access to be constructed per allotment unless otherwise approved by relevant Council. ‘7. Decorative surfaces are subject to relevant council approval, where approved, to have a 5mm

5. To reduce impact on available street parking, consideration is to be given to visitor's and max depth variation in the finished surface profile. All finished surfaces of driveways are to
neighbouring property's parking needs when selecting a crossing location. cornply with the requirements of AS/NZS 3661.1 slip resistance of pedestrian surfaces.

6. Crossing to be located clear of existing gully pits. where this cannot be achieved, the gully pit Exposed aggregate finish subject to relevant council approval due to environmental reasons.
and pipework may be relocated at the property owner's expense, subject to approval of the 18. Expansion joints to be 10mm thick full depth closed cell cross linked polyethylene foam (85 —
relevant council. 150 kg/m), or 8.5mm thick bitumen impregnated compressed granulated corkboard, installation

7. Crossing to be located clear of all service authority's fittings, manholes and pits. Subject to to manufacturers’ instructions. Seal surtace of joint with a suitable polyurethane sealant.
relevant Council approval, where this cannot be achieved, existing service pits are to be 19. Concrete surface tolerance to be, +#™™over 3 metre sections.
contained within the area of new driveway, pit surface to match approved driveway finished 20. Concrete to be minimum grade N32 in accordance with AS 1379 and AS 3600.
levels, 21. Concrete construction to cornply with the requirements of AS 3600, concrete code

8. Kerb adaptors and associated roofwater drainage te be located clear of vehicular crossings. 22. Reinforcement fabric to AS 1304, 50 top and edge cover, lap fabric 250.

9. Council will not relocate traffic islands or provide breaks in traffic islands to allow driveway 23. Control joints are to be sealed with a low modulus sel? priming sealant to the manufacturers
access. specification. refer RS—065.

10, For water sensitive urban design verges, the vehicular crossing is subject to relevant council 24. Formwork and reinforcement shall be in place and inspected and approved by the relevant
design and approval. council prior to placement of concrete.

17, **Driveways must achieve a high point of 250mm above invert of kerb to ensure stormwater is 25. Maintenance of the crossings are the responsibility of the property owner.
contained within the road reserve as per requirement of Q.U.D.M. (Queensland Urban Drainage 26. Drawing to be read in conjunction wrh RS-049.
manual). This constraint may be varied upon the approval of the relevant Council, 27. Cross fall of existing pavement adjacent to the driveway to be checked. If cross fall exceeds

12. Under special circumstances Council may approve a rising grade of 1:6 max or falling grade 3%, relevant Council will decide if driveway needs to be re-designed to ensure satisfactory
of 1:20 min Longitudinal grades along property boundary must allow for free drainage and clearance for vehicles. ;
pedestrian safety. 28. All dimensions are in millimetres unless shown otherwise.

These drawings have been develaped in consultation between the participating Councils.
BEFGRE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.
Hates DRIVEWAYS F
eview
Towa Hed INSTITUTE. OF POR EE EACNGERING AUSTRALASIA RESIDENTIAL DRIVEWAYS RS—-050 ie
a oi/oe fosGnal TSE a PLAN 2 OF 2 nN