221131Dw-b

 

 

 

 

VERTICAL SIMULATION HAS BEEN

PERFORMED BY AUTOTURN PRO AND NO
CONFLICTS WERE TRIGGERED OVER THE

LONG SECTION FOR A B99 VEHICLE

 

 

 

mmo 99_,
STANDARDS 2004 (AU

 

B99
STANDARDS 2004 (AU_NZ)

 

 

Ground Clearance (units: mm)

 

 

 
 
 
  

 

 

 

It is the responsibility of the
Foreman to contact the
relevant service authorities to
ascertain the exact location of
services prior to construction.

 

 

 

DIAL BEFORE

YOU DIG

 

 

 

      

 

 

 

 

 

 

 

OF CHANGES PLANS. IF NOT, AS
CONSTRUCTED DRAWINGS WILL NOT,

 

BE ISSUED.

 

 

 

 

 

 

 

Part # Front Wheelbase Rear
#1 120 120 120
Existing Services. Location and depths to
ram be confirmed onsite prior to construction.
x Builder to ensure adequate cover is
S achieved
SD
a
€
2
2
el
J]
|
fin 20
Tin 8 (1 in 40 Lin 22 1 in 9.6
DATUM RL = 26.000
2
Te) © o|o = 2 2 ° °
FINISHED SURFACE LEVEL| 8 8 §/8 5, 8 2| 8 8
oO So a/9 S So So fo) S
oO a} oO oO oO o o
2/9 io lo) a oD 2 2 °
EXISTING SURFACE LEVEL | 8/8 5] 8/8 3 e 8 8 8
S|9 S S/90 So So So So So
00 oO oO] 0 oO oO oO o o
ie) ioe) |
CUT / FILL DEPTH 3 § -/8 q g s| 3 5
3 9 c| 2 N ~ N a
S z 2\F 9 9 9| 9
Lo ° °
CONTROL LINE CHAINAGE 2 g\3g 0 8 s| 8 g
io Oo] '2 S of} A = oO
° = 9/9 wo © = - =

 

 

 

 

 

 

 

 

 

 

 

 

LONGITUDINAL SECTION A

 

Proposed Garagé FFL 30:000

Grated drain by others

www.1100.com.au ony
LINDSAY CONSULTING (i;
Protect our Structural vil Engineers
PERSONAL WARNING HFEO W928
INTERESTS THE CONTRACTOR SHALL CONFIRM THE f PARODY
° LOCATION OF ALL EXISTING SERVICES ON THIS DRAWING REMAINS THE PROPERTY OF
eve we ANS SEW MAINS GAS MAINS LINDSAY CONSULTING PTY LTD AND IS FOR
EARS TELECOMMUNICATIONS CABLES, ELECTRICAL Why Be USED IN Ant ow able Sanur
CABLES, AND STORMWATER PIPES. ANY
poor | | PRIOR EXPRESS WRITTEN CONSENT OF
HANDS JAMAGE TO EXISTING SERVICES SHALL BE LINDSAY CONSULTING PTY LID
REPAIRED AT THE CONTRACTORS EXPENSE.
NOTE CLIENT AND PROJECT DESCRIPTION
FEET THE ENGINEER MUST BE NOTIFIED NICK BROADHURST

PROPOSED DRIVEWAY
NO.6 MITT] STREET
NOOSA HEADS

 

DRAWING TITLE
DRIVEWAY SECTION

 

 

1

 

 

 

NOTE

 

All appropriate permits must be obtained from relevant council, specifying crossing type
construction materials, location, levels, surface finishes and dimension
Alternative materials for construction, other than reinforced concrete,
for approval.
Crossing to be constructed square to the street alignment, whol
frontage from invert of channel to property boundary.
One access to be constructed per allotment unless
To reduce impact on available street parking, c
neighbouring property's parking needs when selecting a crossing location.
Crossing to be located clear of existing gully pits. where this cannot be achieved, the gully pit
and pipework may be relocated at the property owner's expense, subject to approval of the
art council

ing to be clear of all service authority's fittings, manh
-vart Council approval, where this cannot be achieved
contained within the area of new driveway, pit surface to match approved driveway finished

  
  
 

   

 

 

   
  

 

 

herwise approved by relevant Council
ation is to be given to visitor's and

 

  

 

  
  

 

and pits. Subject to

   

  

Kerb adaptors and associated roofwater drainage to be located clear of vehicular crossings.
Council will not relocate traffic islands or provide breaks in traffic islands to allow driveway
access.

 

). For water sensitive urban design verges, the vehicular crossing is subject to relevant council

desi

 

and approval
Driveways must achieve a high point of 250mm above invert of kerb to ensure stormwater is
contained within the road reserve as per requirement of Q.U.0.M. (Queensland Urban Drainage
manual). This constraint may be varied upon the approval of the relevant Council

Under special circumstances Council may approve a rising grade of 1:6 max or falling grade
Longitudinal grades along property boundary must allow for free drainage and

 

 

 

 

  
  

Path zone width may vary to match
Path earthworks adjoining
Earthworks cut and fill batters way or path to natural surface
maximum grade at 1 in 10 and fully turfed prior to council inspection

Existing po ned to new driveway at a maximum grade o
Plain concrete surfaces to be heavy broom finished

Decorative surfaces are subject to relevant council approval, where approved, to have a Smm
max depth variation in the finished surface profile, All finished surfaces of driveways are to
comply with the requirements of AS/NZS 3661.1 slip resistance of pedestrian surfaces.
Exposed aggregate finish subject to relevant council approval due to environmental reasons.
Expansion joints to be 10mm thick full depth closed linked polyeth foam (85 -
150 kg/m), or 8.5mm thick bitumen impregnated com granulated cor
to manufacturers’ instructions. Seal surface of joint with a suitable polyurethane sealant.
Concrete surface tolerance to be, #8M™over 3 metre sections.
Concrete to be minimum grade N32"in accordance with AS 1379 and AS 3
Concrete construction to comply with the requirements of AS 3600, con:
Reinforcement fabric to AS 1304, 50 top and edge cover, lap fabric 250.
Control joints are to be sealed with a low modulus self priming sealant to the manufacturers
specification. refer RS-065.

Formwork and reinforcement shall be in place and inspected and approved by the relevant
council prior to placement of concrete

Maintenance of the crossings are the responsibility of the property owner.

Drawing to be read in conjunction with RS-049,

Cross fall of existing pavement adjacent to the driveway to be checked. If cross fall exceeds
3%, relevant Council will decide if driveway needs to be re-designed to ensure satisfactory
clearance for vehicles.

All dimensions are in millimetres unless shown otherwise.

   

 
    

     

 

1 in 10,

  

  

   

 

 

 

cross

      

 

 
  

 

  

 

  
 

SCALES

 

Orig. 1:100

 

SURVEY DATUM

 

ASSOCIATED CONSULTANTS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REVISION LIST
A [ORIGINAL ISSUE 02/03/23
B | COUNCIL RFI 16/03/23 2703/23,
{Computer File

221131DW.DWG
DRAWING NUMBER SHEET] REV.

 

 

 

22-1131-F4 4/B