Engineering Plans

LINDSAY CONSULTING PTY
                   LTD


[OCR of page images]
 

 

 

GENERAL NOTES (SOME MAY NOT APPLY)

1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS
DRAWINGS AND SPECIFICATIONS. 2, BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES
IN THE CONTRACT DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER,

3. DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASK!

4, CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND LEVELS

5. ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS28690, THE (INCLUDING
THE QUEENSLAND SUPPLEMENT), THE QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND
6, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO

7, ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE uPVC

8. SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND

9. ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S DECISION

40.CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S STANDARD
DRAWING AND SHALL BE CONSTRUCTED STRICTLY IN ACCORDANCE WITH COUNCIL STANDARD
11, ALL TEMPORARY AND PERMANENT ROAD SIGNS AND LINEMAS
THE CURRENT MANU, INTROL DEVICES(M.U.T.CD). EXISTING LINE
MARKING SHALL BE REMOVED BY GRINDING NOT”BLACKING OUT”. COUNCIL DOES NOT
APPROVE OF BLACKING OUT OF EXISTING LINE MARKING. KERB MARKERS SHALL BE PROVIDED
FOR ALL WATER, TELSTRA AND ANY OTHER SERVICE CONDUIT ROAD CROSSINGS AS
APPLICABLE

 

EXISTING CARPORT

 

MULTI UNIT COMPLEX = [> ~~~
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Existing Pavement
RL 51.511

 

RL 51.3604

CONCRETOR TO DETERMINE SUITABLE SAW
CUT/KEY JOINT LOCATIONS

New Kerb adaptor as per RS061
Service driveway water only

Existi
cross

  
 
   
   
   
 
 

INCLUD.

. Existing

 

RL 51.574

 

 

 

 

 

 

 

 

ing damaged driveway
‘over to be removed and

re-instated with turf

DRIVEWAY CONSTRUCTION

ING CROSS OVER AND

PROFILE IN ACCORDANCE WITH
RS-049 & RS050

RL 52.150

 

   
   
  
 

 

PROPOSED DRIVEWAY

 

Existing Watering
system to remain

New deck to house
rubbish bins with
timber fence screen

LINDSAY CONSULTING P/L WAS NOT SUPPLIED WITH A

CURRENT CONTOUR SURVEY PLA\

N.

 

 

NOTE:

1. All appropriate permits must be obtained from relevant council, specifying crossing type,
construction material \ uurface finishes and dimer prior to any excavation

2. Alternative materials fo her than reinforced concrete, refer to relevant council
for approval.

3. Crossing to be constructed square to the street alignment, wholly contained within the site
frontage from invert of channel to property boundary.

s to be constructed per allotment unless otherwise approved by relevant Council

¢ impact on available street parking, consideration is to be given to visitor's and
neighbouring property's parking needs when selecting a crossing loi

6. Crossing 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

 

         

struction,

 

 
  

     

 

 
   

located clear of all service authority's fittings, manholes and pits. Subject to

ouncil approval, where this cannot be achieved, existing service pits are to be
contained within the area of new driveway, pit surface to match approved driveway finished
levels.

8. Kerb adaptors and associated roofwater drainage to be located clear of vehicular crossings

9. Council will not relocate traffic islands or provide breaks in traffic islands to allow driveway
access.

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

11. “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.D.M. (Queensland Urban Drainage
manual). This constraint may be varied upon the approval of the relevant Council

Council may approve a rising grade of 1:6 max or falling grade

Longitudinal grades along property boundary must allow for free drainage and

pedestrian safety

  

 

 

 
   

13. Path zone width may vary to match existing concrete pathways and verge profiles.
Path earthworks adjoining concrete must be well compacted

14, Earthworks cut and fill batters from edge of driveway or path to natural surface to be
maximum grade at 1 in 10 and fully turfed prior to council inspection,

15. Existing path to be longitudinally transitioned to new driveway at a maximum grade of 1 in 10.

1 Plain concrete surf to be heavy broom finished.

17. 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.

Exp aggr finish subject to relevant council approval due to environmental reasons.

18. Expansion joints ye 10mm thick full depth cl cell cross linked polyethylene foam (85 —
150 kg/m), or 8.5mm thick bitumen impregnated compressed granulated corkboard, installation

to manufacturers’ instructions. Seal surface of joint with a suitable polyurethane sealant,
ete surface tolerance to be, +3™over 3 metre sections.

ete to be minimum grade N32 in accordance wit!

 
   

 

  

    
  
  
 

  

   

   

 

 
 
 
 
    

  
  

 

S 1379 and AS 3600.

), concrete code.

p 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.

    

 

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

 

  

26. Drawing to be read in conjunction with RS-049.
27. Cross fall of existing pavement adjacent to the driveway to be checked. If cross fall exceeds
relevant Council will decide if driveway needs to be re~ d to ensure satisfactory

clearance for vehicles.
28. All dimensions are in millimetres unless shown otherwise,

 

LINDSAY CONSULTING 2%
CLI

RPEO 4928

 

 

THIS DRAWING REMAINSAHE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD

 

CLIENT AND PROJECT DESCRIPTION
ANDREW GENTNER
PROPOSED DRIVEWAY RENO

NO.31 PICTURE POINT CRES
NOOSA HEADS

 

DRAWING TITLE
PROPOSED DRIVEWAY

 

 

 

isting Water Meter to remain

 
 

New concrete or permeable driveway to
council specifications

 

Protect your

PERSONAL
DRIVEWAY AS PER IPWEAQ RS-049 INTERESTS.
VERSION E DATED 01/19 - TABLE - TYPE 6 eves
DRIVEWAY EARS
(SPECIAL CONDITION 7m APART NOT poy
APPLICABLE DUE TO MULTI UNIT HANDS

IMPLEX RATHER THAN DUPLEX)
FEET

 

SCALES

NOT TO SCALE

 

SURVEY DATUM

 

 

 

WARNING

THE CONTRACTOR SHALL CONFIRM THE
LOCATION OF ALL EXISTING SERVICES ON
AND EXTERIOR TO THE SITE INCLUDING
WATER MAINS, SEWER MAINS, GAS MAINS,
TELECOMMUNICATIONS CABLES, ELECTRICAL
CABLES, AND STORMWATER PIPES. ANY
DAMAGE TO EXISTING SERVICES SHALL BE
REPAIRED AT THE CONTRACTORS EXPENSE.

 

 

\ NOTE

THE ENGINEER MUST BE NOTIFIED OF
CHANGES PLANS. IF NOT, AS CONSTRUCTED
DRAWINGS WILL NOT BE ISSUED

 

 

 

 

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

www.1100.com.au

 

ASSOCIATED CONSULTANTS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REVISION LIST
A | ORIGINAL ISSUE 21/01/22
8
(Computer File
2209170W.DWG
DRAWING NUMBER SHEET] REV.

 

 

 

 

22-0917-F5 5|A