Crossover Plans - 5 Adams St, Sunshine Beach - OPW24-0172 · OPW24/0172

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Plan 2 -site photo 1 JIL 21.10.24)

 

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Kerb and channel

AT

500 max vertical 4

General 4000 verge

Existing/future concrete path

Dowelled expansion joint
refer to RS-065
(oe garage alignment

 

Wi

Kerb
I"

Property boundary

 

 

500)

 

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transition length

 

 

 

 

 

 

 

Sawcut to allow clean removal
of back of kerb and channel

 

Stormwater kerb inlet

 

    
   
  

Typical carpark bay

1.0m clear of oN
local area traffic
management
devices

ALLOWABLE NUMBER AND WIDTH OF RESIDENTIAL DRIVEWAYS ECEND
L
ALLOWABLE | max WIDTH max WIDTH EERCNY
Tee DESCRIPTION No. OF AT KERB We AT PROPERTY Al ee. conpiTons iene 1 (DRIVEWAY PROHIBITED LOCATIONS)
CROSSINGS | INVERT BOUNDARY (All driveways *Crroval) relevant counci Wk nominal kerb line
wi) w3) (face of kerb)
4 1 Single garage 1 4.0m 3.0m 3.0m TP o-o Tangent point on NKL
2} 2 | Double garage or more 1 4.0m 3.0m 5.0m Prohibited locations shown in a
- heavy line, based on AS 2890.1
Lo} 3 | Double garage or more 2 4.0m 3.0m 5.0m 1. min 40.0m frontage; | sor |
3 2. min 12.0m between’ two crossings. x The points marked 'X’ are either
oa Double garage or at the median on a divided road,
+ | carport on property | 5.0m 4.0m 6.0m Subject to carport/garage approval. or at the intersection of the main
boundary road centreline and the
prolongation of the side road NKL
>< | 5 | Duplex with frontage 1 5.0m 4.0m 6.0m line on an undivided road.
2 20.0m or less
S| 6 | duplex with frontage 2 5.0m 4.0m 5.0m min 7.0m between crossings.
greater than 20.0m

 

 

 

 

 

 

 

 

 

2
8
3
3
\ ‘S,
sis | 1.0m clearance
Sle s from pit lintel e
2 ZI aI
q = =
ne . NOTE: 3 =|
= 1. Services & road furniture will £ Es
Zz z not be moved for driveways. 1 3S trop te S of TPS
2 a 3 zl 2. This drawing to be read in & & F
| 38 conjunction with RS—050. NKL
E 5 lt 1. ate ——
“ s Ref 6.0m 6.0m 6.0m 6.0m
= ‘efer sections A+B on —
ry drawing number RS-050 Median Centreline of main road
J NKL NKL
6.0m
|_.1500
Existing path to be saw cut and removed COLLECTOR ACCESS

prior to crossing construction.

Existing/future concrete path
refer note 23 on RS-050,

SETOUT REQUIREMENTS

DRIVEWAY PROHIBITED LOCATIONS

These drawings have been developed in consultation between the participating Councils.
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.

 

 

 

 

 

 

 

 

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RSS.

 

INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA
STANDARD DRAWINGS

 

RESIDENTIAL DRIVEWAYS

DRIVEWAYS
PLAN 1 OF 2

 

RS-049

 

Be

 

Page 5

 

Kerb invert

  

 

 

 

 

 

 

    
  
  

 

 

 

 

   

 

 

 

 

 

      
   

 

 

 

x >
HEIGHT ABOVE INVERT] G <0 2° 3
OF CHANNEL (mm) | o 2 a 8 3
Control joint DISTANCE FROM INVERT] o 0 o 4 >
OF CHANNEL (m) ge TL Pr”? 8, 1500 _, 1500 , I 1500
él | | Roll over | Garage/
1500min Slope may vary | [Carport slab
Road surface: 3 1500 refer note 13/500, refer note 12 in
=)" Transition Path zone
2 i i 20
Soin 1 in 40 in 1500
Roll under | Garage/

 

 

 

\Qientoet SL72 fabric min
Sand blinding layer 50 max Carport slab

 

Control ml

 

 

 

 

 

 

 

 

 

 

 

~Galvanised/stainless Saw cut all kerbs to Control joint
steel dowels 400 long allow clean removal of (If required)
R16 @ 450 centres back of kerb and
channel
BREAKOUT TYPE TYPICAL PROFILE DRIVEWAY ACCESS
SECTION A SECTION B
Refer drawing Refer drawing
RS-049 RS-049

NOTE:

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

2. Alternative materials for construction, other than reinforced concrete, refer to relevant council 14. 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 15. Existing path to be longitudinally transitioned to new driveway at a maximum grade of 1 in 10.
frontage from 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. 17. Decorative surfaces are subject to relevant council approval, where approved, to have a Smm

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. comply 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 surface 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,+3™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 comply with the requirements of AS 3600, concrete code.

8. Kerb adaptors and associated roofwater drainage to 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 self 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.

11. **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 with 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 developed in consultation between the participating Councils.
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.
E] 06774 Review DRIVEWAYS
DI 10/12 | Review
. INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA RESIDENTIAL DRIVEWAYS RS-050
8 ‘STANDARD DRAWINGS PLAN 2 OF 2
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