Driveway Crossover 291116 · OPW16/0270

 

APPENDIX A REQUIREMENTS FOR SITE DRAINAGE,

 

 

 

 

 

 

 

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B. DRAINAGE LAYOUT FOR WET SITE.
TO OUTFALL TO OUTFALL

 

EARTH DRAIN REQUIRED IF

A. TYPICAL DRAINAGE LAYOUT FACE IS LIKELY TO SCOUR

    

 

 

ST

 

 

 

 

“S—__EARTH DRAIN
(FALL 1:100)
GROUND OUTSIDE
RESIDENCE TO FALL TO
EARTH DRAIN AT 1:10.

 

 

 

SLAB CAST ABOVE GROUND
LEVEL TO SUIT DRAINAGE
CONDITIONS AND FALLS TO
SEWERS AS PER LOCAL
AUTHORITY ORDINANCES.

 

L TO OUTFALL
Cc. DRAINAGE LAYOUT FOR CUT & FILL SITE

NOTES:-

 

THE SITE MUST BE SO GRADED AND DRAINED THAT THE WATER IS SHED FROM THE LDING PLATFORM IN

ACCORDANCE WITH THE ABOVE PRINCIPLES

 

2. PROVISION OF PAVING, SURFACE GUTTERING OR UNDERGROUND PIPING WILL ALL ASSIST IN ACHIEVING GOOD

DRAINAGE.

 

3. GOOD DRAINAGE MUST BE MAINTAINED THROUGHOUT CONSTRUCTION AS WELL AS AFTER PRACTICAL COMPLETION

4. DRAINAGE MUST NOT BE DIRECTED AT AN ADJACENT LOT IN A CONCENTRATED FORM.

 

COMPACTED

CHECK EROSION —

 

APPENDIX B SITE PREPARATION AND EARTHWORKS.

 

 

 

BANK WIDTH !800mm OR AS FOLLOWS FOR VARIOUS SOIL TYPES
- WEATHERED ROCK : WELL GRADED GRANULAR FILLS.
- CLAYS : SILTY, SANDY AND GRAVELLY CLAYS
SILTS : SANDS AND SOFT CLAYS

 
 

 

AL
FLOOR SLAB

 

=

 

 

 

 
 

 

ION.
A \4 DRAINAGE SYSTEM
WHERE ‘d! EXCEEDS 1200mm, REFER TO ENGINEER FOR REFER APPENDIX A
RE-APPRAISAL OF FOOTING AND SLAB DESIGN.
ERE BANK WIDTHS SPECIFIED ABOVE CAN NOT BE ATTAINED DUE TO SITE CONSTRAINTS
NOTES:-

    

THE CONFINES OF THE BUILDING SITE ARE TO BE S
HE BUILDING AREA. GRUB HOLES ARE TO BE BACK

 

LLED AND COMPACTED AS INDICAT

2

 
 
 
 

2. WHERE SLAB AND FOOTINGS ARE TO BE FOUNDED IN FILL, BUILDING PLATFORMS SHALL BUILT
UP IN LAYERS AND COMPACTED TO ATTAIN A MINIMUM UNIFORM FIELD DENSITY OF 98% STANDARD
COMPACTION FOR COHESIVE FILL MATERIAL AND A MINIMUM DENSITY INDEX OF 70% RELATIVE TO TEST
E6.| FOR GRANULAR (NON-COHESIVE) FILL MATERIAL

 
 

3. SOIL MOISTURE CONTENT SHOULD D NEAR OPTIMUM DURING COMPACTION
DRUM ROLLERS MAY BE USED FOR GRANULAR FILLS, VIBRATING SHEEPFOOT ROLLERS ARE
RECOMMENDED FOR CLAYS

 

 

THE QUALITY OF COMPAC
=R'S RESPONSIB
THE QUALITY AND DEGREE OF COMPACTION OF
ACROSS THE WHOLE PLATFORM.

   

  

 

This drawing is not to be copied or amended without written
permission from Rienmac Consulting Engineers

RIENMAC eryit

A.BN. 52 010 666 430 A.C.N. 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,

 

P:- (07) 5478 250d

 

 

 

SAINT CIRINO, F:- (07) 5444 (158
137 BRISBANE ROAD, - info@rienmac, biz
(PO BOX 149) info@rienmac,ne'
MOOLOOLABA QLD 4557 Web:— www ,rienmac, bi:
CLIENT:

GREEN EARTH HOMES

PROJECT:

PROPOSED RESIDENCE

22 LITTLE COVE ROAD
NOOSA HEADS QLD 4567

REAL PROPERTY DESCRIPTION ¢ COUNCIL:
LOT 52, RP 52418

PARISH OF WEYBA, COUNTY OF MARCH
NOOSA SHIRE COUNCIL
DRAWING TITLE:

APPENDIX A @ B

 

 

 

 

 

 

 

PETER RIENECKER - RPEQ 2088 | | DO NOT SCALE OFF DRAWINGS, | A3

 

 

 

Designed: PLR Drawn: LR
SCALES:

Engineer: PLR |DATE: 7 OCT le
JOB NUMBER DWG No. | ISSUE
SHEET !2 OF 12 |CHECKED: PLR