Council archive · source document
Development Application Part 3 - Construction Management Plan, Floor Plans · OPW11/0335
Plans and drawings: the text below has words only, no drawings.
Very large file (10.1 MB): may take a few minutes to open.
STAGE 2 EARTHWORKS
NO 1 IM CONTI1015
GA0101 WALL. 372 TREK
GALVANOED WIRE (AGE WITH ORKANAL WOUND SURFACI RL Ul
A 065 WEAVE. FLL WITH
00 ROODS AL 4.0
BIADID PAD RL 4.05
BUILDING PAD It LW
ROOK RETAINING WALL REFER
DETAIL DETAIL ON SHEET (S.
LAY ADDITIONAL LAYER OF
C SECTION GEOTEXTLE FABRIC 'BDM Ari'
A SJ
UNDER THE SECOND ft WIDE
LAYER OF'TEWSAR TX%' (II)
A 2 11. AND FtL WITH 2012 ROAD
1 I 1
V BASE TYPE 2.4 UNBOUND
PAYEHNT, (OIPA(TED WITH A
SUGGESTED PROCEEDURE FOR FILLING AREA SUGGESTED PRO(EEDURE FOR FLEING AREA SCALE 420$ FLAT (RUM ROLLER.
WEST OF THE PROPOSED BEACH SHACKS UNDER BEACH SHACKS AND PATHS :
L STRIP SITE OF ALL VEGETATION. I. STRIP GRASS. TREES AND ORGANIC MATTER FROM THE
1 FILL WITH CLEAN SAID TO A LEVEL OF Was ABOVE SURFACE.
STAMM WATER. 2. PROOF ROLL WITH A FLAT DRUM ROLLER.
3. LAY GEOTTXTLE FABRIC iNOM A2A' UNDER A Is WE I. FILL TO BULK EARTHWORKS PAD LEVELS AS SHOWN ON
`TU6AR TXf' GM AND FILL WITH 602 OF (RUSHER THE PLAN N )102 MAXIEM LAYERS.
DUST OR 5-7ow GRAVEL 5(01(1165S. A. COMPACT WITH A FLAT DRUM ROLLER TO 91% RELATIVE
4. FILL WITH MEAN SAID TO A LEVEL OF 211.. BELOW DENSITY EACH LAYER. STARES WATER LEVEL
F1FSTED ACCESS ROADWAY LEVEL. S. ALL STOMIWATER AND SEWERAGE PEPS TO BE LOCATED
S. COMPACT WITH A FLAT DRUM ROLLER. ON EASTERN SIDE OF BEACH SINK SLABS AND TED TO
NATURAL SLRFAIL
L LAY ADDITIONAL LAYER OF GEOTEXRE FABRIC IM CONCRETE AT fN (RS ALL PIPES TO HAVE REXNE ANTS FILL WITH (LEAN SAID TO A LEVEL OF
A2A' (00(0 Tit SECOND N. WIDE LAYER OF 'IENSAR TX%' ADJACENT TO SUSPEIDED BEACH SHARD SLABS. Now ABOVE STAADDM WATER.
GRID Al) FLL WITH Man ROAD BASE COMPACTED WITH A
RAT DRUM ROLLER.
FLING DETAL FOR AREA WEST OF
THE PROPOSED BEACH SHACKS
STAGE 2 EARTHWORKS STAGE 1 EARTHWORKS
C
III 1 11N (ONFMDLIS
GABON WALL. 3h. THU ORANAL GROUND SURFACE
GALVANISED WEE CAGE WITH
A 06S WEAVE. FILL WITH
ON ROLLS BULDA6 PAD RL 1.35 01111 PAD RL 4.81
MWA
I. GROUND SURfACE
SECTION
f 1 A A 2 l
F-inEt
TOO CoommToll M. LTD.
rr^^ W *am=
mlMrrr
PROPOSED ACCOMODATION AND BULK EARTHWORKS 10 Nvy Sire, MNwd1
►A 0r It Niewdtr tiD LSIA
► 1w (11) 5449 1401 F.. (11) SA4 1 01%
CONIERCIAL DEVELOPMENT DET AILS DYI: .wpY4".1MnwAt
WAR. rwlrk-At4A-
'ESSENCE OF PEREGIAN' STAGE 2 ENGINEERS
"k MYSIIAA 'A. VEEISS M MAY 2111
DAVID LOW WAY E 2A.ILM (dKTRU[TDN STAG LSSLE
OPERATIONAL W1 'L GEORff o^sA P. (MAY
0 Xn1l IBM
PEREGIAN BEACH for essence (
B
LTi.f
1l.llf
RLBK PwCEEDU I AMENDED
OPERATDINL WOW 60L
"`A. T A
SCANLON PROPERTY GROUP r
A ZLKI
r
PRELIMINARY ISSUE
.r ♦ a
10515
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