C06.1-EARTHWORKS-STRUCTURAL-RETAINING-WALL-DETAILS-Rev.1

 

GROUND LEVEL

STRIP FOOTING
AS PER TABLE

 

 

 

 

 

: -| K——— 200 SERIES BLOCKWORK

 

 

ry

N12 @ 400 EACH WAY
FULLY GROUTED CORES

 

 

 

 

PROVIDE BACKHOE PITS
TO MEDIUM DENSE SAND @
@ 2000 CRS. MAX. IF REQUIRED.

 

 

LEVEL OF MEDIUM DENSE SAND

 

 

 

 

 

 

 

 

 

GROUND LEVEL

 

BUILDING SLAB STRUCTURE

 

 

 

 

 

N12 TIES @ 400 CRS.

 

200 SERIES BLOCKWORK
FULLY GROUTED CORES

 

 

N16 @ 200 VERTICALLY

 

N16 @ 400 HORIZONTALLY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

COMPACTED SAND FILL

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4506 FORMATURE COLUMNS OVER
4/N12 + R6 HELIX @ 300 PITCH
IN GROUTED CORE

(THESE WILL NEED TO BE FORMED
& POURED PRIOR 10 SAND FILL)

4/N12 STARTERS
600 LAP

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BUILDING SLAB STRUCTURE

GROUND LEVEL

 

COMPACTED SAND FILL

 

    
 

 

 

‘o 200 SERIES BLOCKWORK
\. N12 @ 400 EACH WAY
FULLY GROUTED CORES

N12 @ 400 STARTERS
600 LAP

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REFER SOIL INVESTIGATION REPORT a Pe
UP TO 1200 BELOW NATURAL GROUND
Poo tT BACKHOE PIT x 1200 DEEP MIN. SF2 STRIP FOOTING ~——> 3
LEVEL A TO BEAR ON MEDIUM DENSE SAND = |
T mo SSsss eee \ are
re {16 @ 200 STARTE
BIO. RETENTION 500 \) NI2 @ 400
HoT] LL FILTER MEDIA. 3 \ NI2 @ 200
|) ree HL rr L __4|
= Ni2 @ 200 1200
DETAIL EEE m2 @ 400 N20 CONCRETE BUNDING LAYER
aie 600 x 600 LEVEL OF MEDIUM DENSE SAND —
oa © 7 REFER SOIL INVESTIGATION REPORT WHERE REQUIRED
Fr K— SF2 STRIP FOOTING UP TO 1200 BELOW NATURAL GROUND MEDIUM DENSE. SAND
STRIP FOOTINGS = ” LEVEL SSIS [STS 1F—
dia 2 2 Qo
BUILDING SIZE & REO
APT O1 450 W x 350 D MIN.
LITTM300 TOP & BIW. N12 @ 200
R10 LIGS @ 1000 CRS. 1200
APT 02 450 W x 350 D MIN.
LITTM300 TOP & BTM.
R10 LIGS @ 1000 CRS.
APT 03 600 W x 350 D MIN.
LiTIN400 TOP & BIW, DETAIL oe RETAINING WALLS APPROVED & CERTIFIELD DETAIL oe
R10 LIGS @ 1000 CRS. —_
mM “AC,
APT 101, 102, 103 &104 | 600 W x 350 D MIN.
6/NI2 TOP & BIM. ©
R10 LIGS @ 1000 CRS. RPEQ 2097
ALL FOOTINGS TO BEAR ON MEDIUM DENSE SAND
PROMIDE BACKHOE PITS @ 2000 CRS. MAX. TO
MEDIUM DENSE SAND IF REQUIRED.
APPROVED SCALE 1:20 JOB DESCRIPTION DRAWING TITLE
— NEIL McKENZIE & ASSOCIATES PTY. LTD. RAW z NOOSA YOUNGCARE FARTHWORKS STRUCTURAL RETAINING WALL
CONSULTING ENGINEERS CHECKED NN 32 VIEWLAND DRIVE DETAILS
JE NIST, RPEO. 2007, NPER 3 14/699a SANDGATE ROAD DESIGNED tN NOOSA HEADS
! 29.1.2 a THIS DRAWING REMAINS THE PROPERTY OF PHONE: (07) 5862. 1686 APPROVED Nu CLIENT DRAWING REVISION
No. REVISION DATE DWN | NEIL McKENZIE & ASSOCIATES © Copyright FAX: (07) 3862 1397 DATE NOV. 21 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-C06.1 NUMBER