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Response to Information Request - Received on 19/04/2012 · OPW11/0335
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Original PDF page 119, section 1. The text section number identifies this passage in the reader.
GALVANISED HANDRAIL TO
/ 2. 5
ARCHITECTS SPECIFICATIONS /
2. 5 --
-
f
/
/
/
// _--- f
f
/ // SUGGESTED PROCEEDURE FOR FILLING AREA
6-F8 T.M.
DISCHARGE OVER CONCRETE SPILL WAY
/ // ---- I
(ACCESS ROAD) VIA CONCRETE HEADWALL WEST OF THE PROPOSED BEACH SHACKS f
CENTRAL .j""-
(450 LAPS)
GRADING INTO BIORETENTIDN BASIN Clb.
__
_0/- f
f
f
APPROVED f
__
TANKING AND f
::E
=>
FREE DRAINING
BACKFILL TO
ARCH.
o~ f
f
f
::E SPECIFICATIONS
X ............
<( -......../~
::E ’-------
75 PVC
CONCRETE WEEP HOLES
GROUTED AT 1000 CRS.
ROCKS VERTICAL
STAGGERED
WITH
GEOTEXTILE
WRAP
BIO RETENSION BASIN. REFER TO
STORMWATER MANAGEMENT AND
HYDRAULIC CONSULTANTS DETAILS.
@t BIO RETENSION BASIN. REFER TO
STORMWATER MANAGEMENT
CONSULTANTS DETAILS.
"-
"-
"-
"-
100 DlA. /
/
/
/
SL 81
MESH TOP
AND
BOTTOM
1450 LAPS) FIRST COURSE
W = O.5’H’ OF ROCKS TO
BE LAID IN
WET CONCRETE
TYPICAL ROCK RETAINING WALL DETAIL
2. 5
3.5
SUGGESTED PROCEEDURE FOR FILLING AREA "-
ll
’\\ l!;
UNDER BEACH SHACKS AND PATHS: \/ ~
J 0:
1. STRIP GRASS. TREES AND ORGANIC MATTER FROM THE
SURFACE. o
4
0:
1. PROOF ROLL WITH A FLAT DRUM ROllER.
3. FILL TO BULK EARTHWORKS PAD LEVELS AS SHOWN ON
THE PLAN IN 300mm MAXIMUM LAYERS.
4. COMPACT WITH A FLAT DRUM ROLLER TO 98% RELATIVE
DENSITY EACH LAYER.
5. ALL STORMWATER AND SEWERAGE PIPES TO BE LOCATED ~..r(.\
~
3~
\
.
~
ON EASTERN SIDE OF BEACH SHACK SLABS AND TIED TO
CONCRETE AT 900 CRS. ALL PIPES TO HAVE FLEXIBLE JOINTS
ADJACENT TO SUSPENDED BEACH SHACK SLABS. \\"\
\
o DENOTES EXISTING
TREES TO REMAIN.
LAY TENSAR GRID WITH
SIDELAP (MINIMUM)
~mm
\
4. 5
DENOTES BULK
~
EARTHWORKS LEVEL.
’-6.0.......... DEN~TES BULK
EARTHWORKS CONTOUR.
10 5 0 10m I _-5
,
IMIMIM.IM’ /
SCALE 1:150 /
/
/
--_ /
~ __- 5. 5
PROJECT DRAWING TITLE ASSOCIATED CONSULTANT
CCf’Ylin...
dtcnt. IlNI tM TOO CONSULTING PTY. LTO.
~.:ulllt
.......~
.........-
PROPOSED ACCOMODATION AND BULK EARTHWORKS 20
UJi. nlZlIOS336
Mary Streed, NoosQYille
P.O. Box 61. Noosa,ille OLD 4566
r.:="
COMMERCIAL DEVELOPMENT PLAN SHEET 2 TODCONSULTlNG Phone 107) 5449 9600 Fax 107) 5449 9494
~- EHail: enquirieslOtodconsultlng.com
=1:=m’:~
WItl__u__A
""
.,.. c-tTIdllfl’ .
’ESSENCE OF PEREGIAN’ --- -
STAGE 2 ENGINEERS
Web: www.todcons:uLting.com
~~, 0..,"5. PRYSTUPA 0""" A. VENESS Oct.
............,wo
o.tab tM11 .. trwat.d
DAVID LOW WAY ((\\ F
E
12.4.12 REVISED AS CLOUDED
14.08.11 CONSTRUCTION STAGING ISSUE
STRUCTURAL CIVIL
Checked Ol. .d Scali
MAY 1010
OPERATIONAL WORKS ISSUE 27 AMBERE PlACE CHAPEL HIll. B. GEORGE H. GRAY 1:150
’h~,,-l o 30.11.10
twdJ wlMul"""
c-tndllnl II Ifwn ..
tM tnw..,. bar4.
PEREGIAN BEACH for essence C 6.07.10 FILLING PROCEEDURE AMENDED
Q(.[)IfJIR
FAX (07)3378 9173
Shed No.
5 of 8
Approved
D. REYNOLDS
Dahn
AHD
B 10.06.10 OPERATIONAL WORKS ISSUE PHONE (U7)371026 Apprond
:-= tt.-’
IiIIDTESoRII’It
SCANLON PROPERTY GROUP of peregJon beach A 18.05.10 PRELIMINARY ISSUE D. REYNOLDS RPEQ 9072
Job Nit.
10525
Draving No.
C5
’""’’’’1111.\ ._ Dot. Dro"lngklc.,’
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