Appendix C - Neighbour upstream driveway plan · OPW21/0219

 

STORMWATER DRAINAGE NOTES
4.ANY CHANGES SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO CARRYING OUT
OF THE WORKS
2.ALL LEVELS TO AHD.
3.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
4.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON-SITE BEFORE WORK COMMENCES.
5. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE DRAWING.
6. FOR BUILDING SET-OUT REFER ARCHITECTURAL DRAWINGS
7. THE LOCATION AND DEPTH OF ALL SERVICES SHALL BE VERIFIED ON SITE WITH THE
REVLEVANT AUTHORITY PRIOR TO THE COMMENCEMENT OF WORKS
8. DURING CONSTRUCTION BARRIERS, LIGHTS & SIGNS SHALL BE MAINTAINED TO ENSURE SAFE
PASSAGE OF TRAFFIC AND PEDESTRIANS IN ACCORDANCE WITH THE REQUIREMENTS OF THE
LOCAL AUTHORITY.
9.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT LOCAL AUTHORITIES
SPECIFICATIONS AND STANDARDS.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL RELEVANT AUTHORITIES
AND PAYING ALL FEES NECESSARY BEFORE COMMENCING WORK, FOR LOCATING ALL EXISTING
SERVICES AND FOR REPAIR OF ANY SERVICES DAMAGED AS A RESULT OF THE FOOTPATHS
AND PRIVATE PROPERTY SHALL BE REINSTATED TO THEIR ORIGINAL CONDITION.
11.ANY OBSOLETE/REDUNANT DRIVEWAY CROSSINGS AND DRAINAGE OUTLETS FROM THE
KERB AND CHANNEL INCLUDING ASSOCIATED PIPES ACROSS THE FOOTPATH SHALL BE
REMOVED AND THE KERB AND CHANNEL AND FOOTPATH REINSTATED TO THE LOCAL
AUTHORITIES CURRENT SPECIFICATIONS AND OR STANDARDS
12. THE CONTRACTOR'S ATTENTION IS DRAWN TO THE REQUIREMENTS OF THE WORKPLACE
HEALTH AND SAFETY ACT 1995. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THIS
ACT AND IN PARTICULAR THE CONTRACTOR TO ENSURE THE REQUIREMENTS OF THIS
SPECIFICATION WITH REGARD TO ‘NOTIFICATION IN RELATION TO A NOTIFIABLE PROJECT ARE
FULFILLED.
13.BENCHING OF PIT STRUCTURES SHALL HAVE A SMOOTH FINISHED SURFACE, AND PIPES
SHALL NOT PROJECT INSIDE THE SHAFT OF THE PIT.
14.STORMWATER DRAINAGE PIPES SHALL BE UPVC PIPE (MINIMUM SEWER CLASS SN8) TO AS
14. 1260 OR APPROVED EQUIVALENT. MINIMUM COVER TO ROOFWATER PIPES SHALL BE 50mm
EXCEPT WHERE REDUCED COVER IS REQUIRED TO DISCHARGE TO THE KERB AND CHANNEL.
15.MINIMUM PIPE GRADES FOR STORMWATER AS 3500 PART 3: PIPES SHALL COMPLY WITH
- 1.0% (MIN) GRADE FOR PIPES < 150 DIA.
- 0.5% (MIN) GRADE FOR PIPES > 150 BUT < 375 DIA.
16.CONCRETE DRIVEWAY AND PARKING AREAS SHALL BE CONSTRUCTED WITH 32 MPa
17.REFER HYDRAULIC DRAWINGS FOR SANITARY DRAINAGE LAYOUTS.
18.COMPACTION OF MATERIAL UNDER CONCRETE DRIVEWWAYS AND PARKING AREAS SHALL BE
(i) 75% MINIMUM DENSITY FOR COHESIONLESS MATERIAL (AS 1289 E5.1) AND
(ii) 90% RELATIVE DRY DENSITY (STD COMP.) FOR MATERIAL OTHER THAN (i)

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 AS2890, 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

10.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 LINEMARKING SHALL COMPLY WITH

THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.). 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.

VEGETATION PROTECTION NOTES

1. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIORTO
CONSTRUCTION, OR REPLACED IF DESTROYED.

2. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE
CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM
GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND
REMAIN UNTIL COMPLETION.

 

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DRIVEWAY TO BE CONSTRUCTED PER ~
RS-049, LEVELS SHOWN IN LONGSECTION
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VERGE SWALE

 

 

 

   
 
 
 
  
  
 
 

  

 

 

 

DANLEY KEY JOINT WITH 20 X 40 JOINT SEALANT

R12 DOWELS AT 300CRS

   
  
    
 
 
  
  

  
   

VERGE TO BE SHAPED TO
DIRECT GROUND WATER THROUGH

J A LOW POINT IN DRIVEWAY (SEE DETAIL)

  

R JOINT AND DEPRESS FABRIC LOCALLY

 

SAW CUT - (SC

et to Seok
SKW CUTS (USING A SOFT CUT SAW)
SHALL BE INSTALLED WITHING 8HRS
OF CONCRETE PLACEMENT. WHERE AMBIENT
IS GREATER THAN 32 DEGREES
THIS\TIME SHALL BE REDUCED TO 4 HOURS

SL72 FABRIC (CENTRAL)

 

   

PAVEMENT DESIGN

Wot Scale

 

 

125

 

 

LINDSAY CONSULTING (i),
Giructurel & Gif Engineers)
7 LA

OFF. 2782 PARKER ATREET, MAROOAYDORE

 

 

PH 56 792 118

 

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
NOEL MCMENAMIN
DRIVEWAY DESIGN

14 GROSVENOR TCE
NOOSA HEADS

 

  

 

 

 

 

 

 

 

 

 

 

 

3. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS ARE
SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE FUNGICIDE. CONTACT
RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE.

 

 

 

 

 

 

DRAWING TITLE
DRIVEWAY DESIGN

 

SCALES
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Orig. 1:200

SURVEY DATUM

ASSOCIATED CONSULTANTS

REVISION LIST

 

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ORIGINAL ISSUE [09709720 |)

 

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REVISED.

 

REVISED [25701721

 

 

 

 

 

 

 

 

 

 

 

 

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' ‘ ' Ground Clearance (units: mm)
Part # Front Wheelbase Rear
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KEY JOINT DRIVEWAY DESIGN
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fomputer File

2010000W.OWG

 

 

 

 

 

4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.

 

DRAWING NUMBER SHEET] REV.

20-1000-F1 1\C