16427 - 26Oct16 · OPW16/0270

   

LAP TRENCH MESH
FULL WIDTH

DRIVEWAY SLAB

 

| LAYER F72 MESH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

EXTRA NI2
TOP AND BOTTOM

INTERSECTION CORNER

 

EDGE BEAM

 

NOTES:
- PROVIDE CLEAN OUT BLOCKS TO THE BASE OF ALL WALLS.

 

4 BAR FIITM TOP € BOTTOM.
RIO TIES @600 CRS.

50 COVER.

- FOOTINGS ARE TO BE FOUNDED IN MATERIAL OF MINIMUM SAFE BEARING CAPACITY l00kPa.

- ALL BLOCKWORK MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS3700 € F'uc =

I5MPa.

- MORTAR TO BE IN ACCORDANCE WITH AS Al23 € SHALL BE MIXED IN THE FOLLOWING PROPORTIONS:

CEMENT |; HYDRATED LIME % CLEAN PIT SAND 4%.
- CONCRETE TO FOOTINGS F'c = N25,
- GROUT FILL TO BLOCK WALL F'c = 20MPa, SLUMP =
- GROUT FILL TO BE RODDED USING A PLAIN ROUND BAR.

225mm, MAX AGG. SIZE = 5mm.

- DO NOT PLACE BACKFILL BEHIND RETAINING WALL UNTIL MINIMUM TEN DAYS AFTER GROUTING,

- PROVIDED CONTROL JOINTS AT 6m MAXIMUM CRS.

190 BLOCK MA

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

          

 

 

 

 

 

 

 

 

 

 

 

——~_|

EDGE OF FOOTING

EDGE OF SLAB

 

 

 

 

 

 

 

AS DETAILED.
‘\ 40 TOP COVER.
—
& LL —— JA 2
Wy SSS) 7 PPI
PROVIDE GRANULAR BACKFILL # | NI2 VERTICAL BARS @400mm
AGG DRAIN WRAPPED IN ve. ; CRS CENTRALLY IN WALL. 5
GEOFABRIC SOCK, CONNECTED TO \ le LAP 500 WITH STARTERS # =
SW LINE BEHIND ALL RETAINING A IC |_A. 300 WITH SLAB MESH. 8
WALLS. SLOPE DRAIN | IN 100. XY s
NI2 HORIZONTAL BARS
| [<1 @400mm CRS, LAP 450
\ lA WHERE REQUIRED ¢ AT
APPROVED WATERPROOF CORNERS,
MEMBRANE,
Yo!
AST VIR
EDGE BEAM a

0

Ss
Ss

 

 

 

 

 

 

 

 

RWI DETAILS

PROP WALL UNTIL
SLAB OVER IS CAST.

    

3 BAR FIITM
50 EDGE COVER
2000 LONG

       

 

    

PROVIDE ALSO AT
CORNERS OF ALL
RECESSES AND
VOIDS

SLAB _RE-ENTRANT

CORNER

DETAIL

TYPICAL FOR ALL CORNERS OF ALL RECESSES AND VOIDS

190 BLOCK RETAINING WALL.

PROVIDE GRANULAR BACKFILL ¢ AGG
DRAIN IN GEOFABRIC SOCK, CONNECTED
TO SW LINE BEHIND ALL RETAINING

NI2 VER BARS @400 CRS

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RIENMAC eryit

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

STRUCTURAL ENGINEERS

 

 

 

 

 

 

 

 

 

CENTRALLY IN WALL, LAP 500
TTT WITH STARTERS FROM FOOTING.
iT] WALLS. SLOPE DRAIN | IN 100. NI2 HOR BARS @400 CRS, LAP SINGUNE COAST OFFICE
q ICE:
| I bd 450 WHERE REGQ'D AND AT SUNSHINE COAST OFFICE _
8 To co Te ee Star dang Fe
| PROVIDE GRANULAR BACKFILL ¢ AGG DRAIN WRAPPED IN [37 BRISBANE ROAD, Email:- info@rienmac. biz
AQ
| ~<—+- — GEOFABRIC SOCK, CONNECTED TO SW LINE BEHIND ALL se (PO BOX 149) [email protected]
WALLS UP TO 2.0m HIGH RETAINING WALLS. SLOPE DRAIN | IN 100. x MOOLOOLABA QLD 4557 Web:- www, rienmac.bi
V bars a CONCRETE FILL CAVITY WITH: ce
H B D = :
@ 400 crs a | NI2 @400mm. 55 COVER. 8 APPROVED Nv Sine - 20MPa GREEN EARTH HOMES
2000 | 1400 N20 600 8 l WATERPROOF P SLUMP - 225mm PROJECT:
(800 | 1300] Nie 600 & Y NI2 @400mm LONGITUDINALLY MEMBRANE | MAX AGG SIZE - 5mm PROPOSED RESIDENCE
1400 | 1000 Nie 500 : | LAP 450 WHERE REQUIRED AND ‘
'200 | 800| Nie 500 AT CORNERS. SYS
ee ee 22 LITTLE COVE ROAD
'V' BARS WITH 55 COVER - e NOOSA HEADS @LD 4567
LAP BARS 600. gS REAL PROPERTY DESCRIPTION € COUNCIL
= I nl
F72 FABRIC. 2 WATERPROOF MEMBRANE, NI2 STARTERS @400 cRs,—| | 7 B LOT 52, RP 52418
a ¢ PARISH OF WEYBA, COUNTY OF MARCH
77 °S —__ NOOSA SHIRE COUNCIL
voi ' “ ‘ 4 BAR F8TM TOP ¢ BTM. DETAILS
BS A S 400 RIO TIES @600 CRS.
Sh 50 COVER,
Nlé LONGITUDINAL BARS -
@400 CRS. LAP 500 WHERE Designed: PLR Drawn: LR
REQUIRED ¢ AT CORNERS. R WN? DD ETA | LS SCALES: 1:20
NI2 @400 CRS. -
| = | Engineer: PLR |DATE: 7 OCT Ié
W2 ET AIL. (800mm RETAINING
00 RETAINING ern deaie Ble cick crea wives writen | JOB NUMBER DWG No, | ISSUE
mm PETER RIENECKER - RPEQ 2088 | DO NOT SCALE OFF DRAWINGS, | A3 |SHEET 8 OF 12 |CHECKED: PLR