6. Attachment C - Engineering (incl Driveway detail)

R10 TIES @600 CRS MAX.
SLAB.
TOP COVER WITH MESH.

225 MIN -450 MAX
TO SUIT LOCAL

  

BENT INTO
LAP 400 WITH MESH, MAINTAIN 30

1 LAYER F82 MESH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AT BEAM LOCATIONS

2/R10 TIES AT 600 CTS. BENT
INTO SLAB. LAP 400 WITH
FABRIC MAINTAIN 30 TOP

1 LAYER F82 MESH

 

[—~CB.

 

 

 

 

 

 

 

ph

 

 

Ke BEAM FB2

AUTHORITY. C TOP COVER, COVER WITH FABRIC.
\_ 5.0.6. \ 5.0.6.
> = SS
= = ee 1
CB. SW _ > | PSL. [7=
TS 50 SAND BED. ERIE TER mR
x | ms
/S--— WATERPROOF. MEMBRANE FOOTING ——" |
- TYPICAL. Los
If
| 4 BAR FIITM. FB2 TRENCH MESH TO
SI 50 BTM COVER. LAP FULLY WITH 5 baa ptitw BTN
ven , PERIMETER BEAM
480 SO MIN 4500 CONCRETE PIERS TO ALL PAD REINFORCEMENT. TO END WITH CROSS WIRE.
I FOOTINGS. REINFORCED AS SHOWN AND
FOUNDED MIN 300mm INTO MEDIUM DENSE

 

4/N12 VER COGGED BARS.
65 COVER.

   

SAND OF MINIMUM SAFE BEARING
CAPACITY 100kPa FOUND AT APPROX.

( 30 TOP COVER.

IF FB2 IS NOT POURED INTEGRALLY
WITH EDGE BEAM PROVIDE

2/N12 BARS LAPPED 400 WITH
BOTTOM TRENCH MESH

  

CR

FOOTING BEAM FB2 TO PERIMETER

 

{200mm BELOW SURFACE LEVEL.

EDGE BEAM FBI

(STUBWALL)

A
\r

N12 VERTICAL BARS @400mm CRS.
LAP 500 WITH STARTERS FROM
FOOTING AND 300 WITH SLAB

FOR RETAINING HEIGHTS GREATER THAN 600mm
THICKEN SLAB ON GROUND ADJACENT RETAINING
WALL AS SHOWN. EXTRA LAYER F82 MESH 30
BOTTOM COVER.

100 SLAB 1 LAYER F82
[ves 30 TOP COVER.

 

 

REINFORCEMENT. i T

N16 VERTICAL BARS @400mm CRS,
LAP 700 WITH STARTERS FROM
FOOTING AND 400 WITH SLAB
REINFORCEMENT.

 

 

1000 MAX

L

N12 HORIZONTAL BARS @400mm
CRS. LAP 450 WHERE REQUIRED ~\__|_ |
AND AT CORNERS.

 

 

 

 

 

 

600mm
500

 

 

 

 

 

 

 

 

 

PROP WALL UNTIL

 

SLAB OVER IS CAST.

 

 

 

4/N12 VER COGGED
65 COVER.

BARS.

 

 

 

 

 

 

 

 

 

FBIR DET

l

K
Re N
/

a PROVIDE

 

 

 

 

 
   

50mm SAND BED AND WATER
PROOFING MEMBRANE.

FILL MATERIAL COMPACTED IN LAYERS TO A
MINIMUM UNIFORM DENSITY OF 98% STANDARD
COMPACTION.

GRANULAR BACKFILL & AGG

DRAIN WRAPPED IN GEOFABRIC SOCK,
CONNECTED TO SW LINE BEHIND ALL

RETAINING WALLS. SLOPE DRAIN

4 BAR Fil

R10 LIGS

1 IN 100.

TM TOP & BOTTOM.
@600 CRS.

50 COVER.

AILS
(WHERE RETAINING)

   

450@ CONCRETE PIERS TO ALL PAD
REINFORCED AS SHOWN AND
FOUNDED MIN 300mm INTO MEDIUM DENSE

FOOTINGS.

FOOTING

200 MIN. DIMENSION TO SUIT ___
BLOCK COURSING.

1000 MAX

250

 

SAND OF MINIMUM SAFE BEARING

CAPACITY 100kPa FOUND AT APPROX.
1200mm BELOW SURFACE LEVEL.

 

THICKEN SLAB ON GROUND 10 150mm
ADJACENT RETAINING WALLS.
EXTRA LAYER F82 MESH 30 BOTTOM COVER.

R10 TIES @600 CRS.
ALTERNATE DIRECTION.

. “CONSTRUCTION BREAK.
0 LAP
_S.0.G,

1 LAYER F82 MESH

30 TOP COVER.
Y 4

 

 

 

 

 

 

RRQ RR RO

50 SAND BED;
_ | ~
WATERPROOF MEMBRA\ 1 L

 

 

 

 

 

 

 

     
  

- TYPICAL. 50 MIN 4! 350 [| [50 MIN
te bile
CT A)
WiN12 VER COGGED BARS.
65 COVER. a

 

 

 

APPROX.

3 BAR FIITM.
50 COVER.

 

EXTEND TO 50 COVER FROM

EDGE OF SLAB.

SS
F=> 4500 CONCRETE PIERS TO
ALL PAD FOOTINGS.
REINFORCED AS SHOWN AND
FOUNDED MIN 300mm INTO
MEDIUM DENSE SAND OF
MINIMUM SAFE BEARING
CAPACITY 100kPa FOUND AT
1200mm BELOW

SURFACE LEVEL.

 

NOTES :-

F82 FABRIC
FAtTM

F82 FABRIC

 

REINFORCEMENT LAPS, U.N.O. :-
- 2 CROSS WIRES (250mm)
- 2 CROSS WIRES (350mm)

CONCRETE WORK SHALL BE IN
ACCORDANCE WITH AS 3600
‘c= 25 MPa

SLAB FABRIC SHALL BE SUPPORTED
ON BAR CHAIRS AT 800 (TS.

AT THE TIME OF INSPECTION,
REINFORCEMENT SHALL BE PLACED
WITH PROVISION FOR ADEQUATE COVER.

 

 

— 30 TOP COVER.

 

 

 

 

4

amy

 

—
- 900

 

 

 

 

lowe /

 

 

 

 

 

 

 

 

    
 
  

3 BAR FIITM.
50 BOTTOM COVER.
RIO TIES @600mm CRS.

65 COVER.

4/N12 VER COGGED BARS.

 

 

 

 

 

 

 

 

 

 

 

 

| ‘ova renPROoE MEMBRANE.

-———_f N12 HORIZONTAL BARS @ 400mm CRS.

| / LAP 500 WHERE REQUIRED AND AT CORNERS.
| / PROVIDE GRANULAR BACKFILL 8 AGG DRAIN WRAPPED
| SC _IN GEOFABRIC SOCK, CONNECTED TO. SW._LINE SEHND

|

/ ALL RETAINING WALLS.

M2 TIES @400mm CRS CENTRAL IN
WALL, BEND INTO SLAB TO LAP 400
WITH FABRIC.

  

SAINT CIRINO,

(PO BOX 149)
MOOLOOLABA OLD

137 BRISBANE ROAD,

RIENMAC PTY LTD

1 ABN. 52 010 666 430
| CONSULTING CIVIL &
> STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,

ALLA 010 666 430

Email;- info@rienmac,net
Web:- www-rienmac.net

4557

  
  

P- (07) 5349 0762|

 

PROJECT:
SLOPE DRAIN 1 IN 1

DRAWING TITLE:

CLIENT:
GREEN EARTH HOMES
PROPOSED DUPLEX DEVELOPMENT

5 VENTURA STREET,
SUNRISE BEACH QLD

REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 114 ON RP132135, PARISH OF WEYBA,

COUNTY OF MARCH.
NOOSA SHIRE COUNCIL

4567

 

 

 

 

 

 

 

 

 

 

 

DETAILS
Designed: AW/PLR Drawn: AW
SCALES: 1:20
Engineer: PLR|DATE: 31 OCT 19
PETER RIENECKER - RPEQ 2088 19544 S6 A
R W { J E I A IL S rite Person ton Rone Colin nee JOB NUMBER | DWG No. | ISSUE
| DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 6 OF 1%  |CHECKED: PLR