1622-01 to 07

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

  
    
     
 
 

 

TOP OF WALL TO BE
ROCK FACE

 

 

 

TOP OF WALL, REFER TO
1622-03 FOR LEVELS

 

 

 

 

GROUTED ROCK RETAINING WALL

150mm TOPSOIL

 

 

  
 
 

INSTALL GEOFABRIC TO FULL HEIGHT &
WIDTH USE BIDIM A12 OR EQUIVALENT
WHEN USING 25mm SCREENINGS

 

 

 

 

 
 
  
 
 

 

FOOT OF WALL, REFER TO
1622-03 FOR LEVELS

 

 

 

TRENCH WIDTH IS TO BE MIN.
150mm WIDE AT BASE. FILL WITH
FREE DRAWING SCREENINGS (25
NOM. DIAMETER) OR APPROVED
NATURAL SAND.

 

 

 

IF NATURAL SAND IS USED TO
BACKFILL, FULLY WRAP SCREENINGS
AROUND AG DRAIN WITH GEOTEXTILE

 

 

 

 

 

FILL VOIDS AROUND FOOTING
BOULDERS WITH CONCRETE GROUT

 

 

 

CONSOLIDATED SUB-GRADE

  

50% UPVC SLOTTED AG DRAIN
SURROUNDED WITH FREE DRAWING
SCREENINGS (25mm NOM. AGG SIZE) WITH
POSITIVE FALL TO UG DRAINAGE SYSTEM
OR CREEK

 

 

 

 

COMPACTED TO 95% STANDARD

 

  

WALL IS TO BE CONSTRUCTED ON COMPACTED SAND. IF
SUBGRADE IS CLAY & LESS THAN 100KPA
A SEPARATE FOOTING DESIGN WILL BE REQUIRED.

 

 

 

SCALE 1:20

 

 

 

 

 

 

 

0.0-1.0m | 8:1 | 4:1 | 300mm MIN BEARING NATURAL

 

 

 

Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

PO BOX 2305
NOOSA HEADS 4567
i! 8/41 Sunshine Beach Road
= Phone 54749081, Fax 54749041
www.callaghonandtoth.com.au
designed [MM] datum AND DERIVED
Grawn__} uP 7 PSM. 80658
checked | ADT | Origin (B.M.) RL 111.322

 

 

 

 

 

approved
SURVEYED BY

MAX WATTERSON é& ASSOCIATES
PHONE (07) 54 426 121

 

 

_———
project

TWO LOT COMMUNITY TITLE
23 TEWANTIN ROAD
COOROY

ld

($$ <~r
Client

TEA 4 TWO PTY LTD

TS)

—————————————————
title

STRUCTURAL DETAIL PLAN

DS
_————

LOT 102 on C5604

Parish of TEWANTIN
County of MARCH
NOOSA COUNCIL
Locality of COOROY

En
_————

 

 

SAW JOINT 3mm WIDE D/3 DEEP MIN WHEN
CONCRETE HAS HARDENED SUCH THAT IT
WILL NOT BE DAMAGED BY THE BLADE OF A
S CUT SAW FILL JOINT AS PER DETAIL A

 

 

 

i CUT OUT EVERY SECOND WIRE

 

 

 

 

DIRECTLY UNDER JOINT AND
DEPRESS FABRIC LOCALLY

SAWN JOINT (CJ

N32 CONCRETE
SCALE 1:10

SAW JOINT 3mm WIDE D/3 DEEP MIN 7
WHEN CONCRETE HAS HARDENED SUCH
THAT IT WILL NOT BE DAMAGED BY THE

BLADE OF A S CUT SAW FILL JOINT AS
PER DETAIL A r— DISCONTINUE FABRIC
75mm FROM EDGE

 

 

 

 

 

 

 

 

7
Q
4 ALY EN 3
7 | ‘— DANLEY CRACK IN
DUCER UNDER SAW CUT

“DANLEY’ 16mm 5Q HD GALVANISHED.
DOWLES WITH DOWEL MASTER
COVER. 400 L x400 CRS

ROAD DOWEL JOINT (DJ
N32. CONCRETE
SCALE 1:10

JOINT DETAILS

BITUMEN IMPREGNATED
FIBREBOARD OR ABFLEX

  

EDGE OF BUILDING SLAB

ISOLATION JOINT (.J.

NOT TO SCALE

SCALE
0.1.25 2.5 3.75 5 6.25 Meters 12.5
SSS

scale
1:250(A3) SCALE. SHOWN. IS_ORIGINAL DRAWING SCALE

 

 

DO NOT SCALE FROM THIS DRAWING
\ USE_ONLY_DIMENSIONS PROVIDED. }

REVISIONS

revision
A | FOR APPROVAL

B | REVISED FOR APPROVAL

 

FILES

 

COMPUTER DIRECTORY

 

X:\JOBS\CT PROJECTS IN PROGRESS\1622

 

23 TEWANTIN RD\DESIGN\CURRENT DWG:1622 BASE

 

FOR APPROVAL

 

Sheet 6 of 7 sheets

 

drawing number

1622-06

 

 

 

 

XK date 24 MARCH 2017 yy,