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Development Application Part 2 of 2 - Geotech Report and Plans - OPW13/0816
Plans and drawings: the text below has words only, no drawings.
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PROCEDURE
1. INST ALL SCREW PILES
2. PLACE GEOFABRIC ON CREEK BED
DOLPHIN CRESCENT 3. PLACE ROCK -
ST AGE ONE
4. CONSTRUCT CONCRETE REVETMENT WALL
N 5.
6.
PLACE GEOFABRIC OVER ROCKS
PLACE ROCK -
STAGE TWO
7. BACKFILL BEHIND REVETMENT WALL
ROCK VOLUMES
\\ ST AGE 1 -
150 cub.m NOMINAL
\\ STAGE 2 -
115 cub.m NOMINAL
\\
\\ PILES
\\
1. PILES SHALL BE STEEL SCREW PILES COMPL YING WITH AS
\\
\\ 2159-2009
\\ 2. PILES SHALL BE SET WITH AN APPROVED TORQUE METER
\\ 3. ALL PILES SHALL BE SUPPLIED WITH A WRITTEN GUARANTEE
\\
FOR A MINIMUM USEABLE LIFE OF SO YEARS WITH A MINIMUM
\\
WORKING SAFE VERTICAL PERMANENT LOAD OF 9.0 TONNES
\\~
\\
No. 27 No. 25 \ \ c:;; No. 23
LOT 81 LOT 80 Hi LOT 79
\\~
on N10573 \\~
\\
\I
\1
\\
\\
\\
\\
\\
1\
\1 3000
2000 10200 (NOM.I 1500
G&KWHYTE
r= PROPOSED
/
// OPERATIONAL WORK
//////// EXISTING
REVETMENT WALL
ADJACENT TO No.25
~
o
~
o
0
g
0-
C/f////////
~/ ////////
/
////////
DOLPHIN CRESCENT
<>
<>
o r/r//////// NOOSAVILLE
....
r/[.//////b
//v//////
.
Norden
Engineering
RECONSTRUCT CONCRETE "IRa
REVETMENT WALL
8000 4100
a structural I CIvIl De8IgR eng......
SUIte 16 ’TewantIn Plaza"
PoIncIana Avenue I PO Box 205
Tewantin Q 4565
Ph:0754497137 Fax:0754497172
\ Entail:jl’[email protected]
I DRAWN DATE
WEYBACREEK AGUNN OCTOBER 2013
SCALE
MSHOWN
ISSUE
SITE PLAN
WORKI
1:200
ORONO. AMEN
J831-01
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