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.
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10.. COMPRESSIBLE PROVIDE A PARa(M 'DOWELFORM
MATERIAL WITH A 1A. REEVE WITH A 016 INSERT TO APPROVED TOOL Off AT R113N GALVANISED DOWEL
SEALANT UPPING ALLOW FOR LATERAL MOVEMENT LOCATUIS ON PUN BARS, AN LONG, SUPPORTED ON
E5
TO EVERY DOWEL DOWEL CRADLES OR BAR CHAIRS.
/v 3 `NOM-610, 610 LLNEG
STOP MESH 50.. EACH SIDE
816-301 GALVANISED DOWEL BARS, IN LO6,
OF ANT AND PRIYOE 1 NU
DRILL AND EPOXY GROUT NO NTO EASTIG
BAR EACH SIDE Cl )DNT.
SLAB. PROVIDE A PARDIEM DOWELFORW SLEEVE
RU-301 GALVANISED DOWEL BARS, AN LOW, WITH A 016 NSERT TD ALLOW FOR LATERAL
SUPPORTED ON DOWEL CRADLES OR BAR CHARS. CONSTRUCTION JOINT CJ2 MOYE1101 TO EVERY DOWEL.
(CONTRACTION JOINT - CONCRETE MAY BE CONSTRUCTION JOINT CJ3
CONSTRUCTION JOINT CJ1
POURED CONTINUOUSLY THROUGH JOINT)
(EXPANSION JOINT) 30MPa CONCRETE
30MPa CONCRETE
30MPa CONCRETE APPROVED CUT ANT
CUT ALTERNATE WYE
9nO^ OF MESH ALONG LIE
OF ANT
S11a SAND ALL JONES FAST BE APPROVED
BEDDING PRIOR TO CONSTRUCTION
CRACK CONTROL
JOINT - CCJ
30MPa CONCRETE
[J
KERB AND CHANNEL NOTES:
L REFER TO FWEAQ STO OWG SEQ R-0110 FOR RILL DETAILS OF KERB AND
OENOIES 210.. THIN CONCEDE SLAB ON CHANNEL.
DENOTES NI.. P5(0 CONCRETE SLAB ON 200
GROUND REIFORCED WITH 9.72 MESH Top. GROUND REINFORCED WITH SL92 MESH TOP.
2. SUBSOIL DRARIS ARE TO BE INSTALLED UNDER ALL KERB AND CIAHEUI(AB N
31.. COVER, a so SAID BCONG. 31.. (OVER, ON UNBOUND PAVEMENT TYPE
ACCORDANCE WITH PWEAO STD DWG SEQ R-I%1 UNLESS OTHERWISE DIRECTED
TYPICAL WLO. L5 (CBS 151 SO.. MN. THICK. COMPACTED TO
101% ROD. TYPICAL O.N.O. BY THE E0E NEIL
DENOTES 51.. TRICE CONCRETE SLAB ON 3. CAPPED CLEANING CONNECTIONS SMALL BE PROVIDE AT THE HEAD OF DRABS
GROUND REBFORC D WITH 51.82 MESH TOP. 00010115 250.. THICK CONCRETE SLAB ON
250 GROUND REINFORCED WITH SL92 MESH TOP. 30..
AND AT MAXIDM 100. SPACES.
31.. COVER. ON IIB1BD PAVEMENT TYPE A. OUTLETS SHALL BE PROVIDED AT ALL PITS, HEADWALLS, ENDS OF HERB AND
2.5 IDS 5) Rm MIN. THICK, COMPACTED (OVER, AND NN-2N EACH WAY BOTTOM. She
(DYER. ON UNBOUND PAVEMENT TYPE 2.5 05 I CHANNEL/KERB OR OTHERWISE AT MAXIPUI 100. SPACES.
TD 100% ROD. TYPICAL WLO.
Um HIM. THICK. COMPACTED TO 10% ROM. 5. OUTLETS NOT AT DRAINAGE PITS OR HEADWALLS SHALL BE PROVIDED WITH A
TYPICAL U.NL CONCRETE HEADWALL AND APRON WMH MARKER POST.
A50
MATCH SUWA(NG FALL
EX511O TO INVERT AID
2N.. LLAR Ma
\J
SHE(TED FILTER MATERIAL
SUBSOIL CEAIMG AS PER COUNCIL SPEC.
PONT To DETAILS am
PWEAO STD DWG Mt
TYPE A OR B CLAIM
F116L
(OHE(TOI1
IN 0 ROTTED
0 0 SLOTTED CORRUGATED P.V.C. PPE
CORRIGAIED
P.V.C. PPE
1
LOW
WAY
SEM-MOUNTABLE KERB TYPE SM2 BARRIER KERB AND CHANNEL
TOO COINLLTMq M. LEA
PROPOSED ACCOMODATION AND SITE FRONTAGE w arr
II $PI..I. IWr,l1.
P.a B..(11,, IMar.1. n. ASIA
rrr
COP4 RCIAL DEVELOPIVENT WORKS DETAILS Mir. (111 SNf MOI h. (17) SAA5
FOWL a1A 1. INt.k..d1Wl...
WWt w i.kwlPEwc..
tr. tr -
'ESSENCE OF PEREGIAN' STAGE 1 ENGINEERS
P 2A.1L11 (ONSTRIXTNN STAGING ISSUE O.. A. YOM I" MAY IH
rvrrir -
DAVID LOW WAY 1 31.1Ll OPERATIONAL WOOS SAE STRUCTURAL C ML °**w H. GRAY Is.. VIN
PEREGIAN BEACH for essence 0
C
B
6.12.11
SJI.N
11.1110
SITE PLAN UPDATED
ASPHALT OVERLAY ADD
OPERATIONAL WORKS SAE AND
SCANLON PROPERTY GROUP r
A 2L&1
r
PRELIMINARY SAE
.y a 10525 C3 F
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