Council archive · source document
OPW14/0010 - Approved Plans
Plans and drawings: the text below has words only, no drawings.
,~~=;
FOOTING REINFORCEMENT
ASOETAl.£D
SAFETY FENCE BY OlliERS ---
WoERE B2 EXCEEDS 1000mm
SWAl.E TO DIRECT RLNOFF
'" H2 W2 0 BARS 2
J
1300MI~1 COGGED BARS 3-N12 MIN
ELASTCI.lERIC SEAlANT
EACH SIDE OF JOINT
VERTICAL REINFORCEMENT
EACH SIDE OF JOINT
"'. ,
\ 2 N12
BARS 2
'''''''
.. ""
1100
'500
'"
..,
700
N12-400
N16-too
Nt~OO
OR EQUAl. TO
OR SAME AS FOOTING
REINFORCEMENT (ElOOlAP)
CONTROL JOINT - V.C.J. """ '''''
1,.~co..aoAT~
STEP HEIGHT
u ••••.••e(1.lC8lAT~l
N12.4oo ". 10. 10 SEALANT AND FUll
DEPTH 1QmmASEl.F\.E)L
TYPE FOOTING STEP HOR
4- DENOTES
"
C<MIl
SET OUT POINT.
REfER CMl ENGINEERING
DRA .••••NGS SET.
~ APPROVED TA»<ING NoCJ --' '--" BARS 2
700 lAP.
FREE DRAlNING SAl'£)
BACKfill.
/ P1 POSTS. REFER 1451(1.N1
SPACE B"lUSTAADE POSTS P1 AT 1C1OOn'wnMAX. CRS. II PLATE CAP \ / STEElw:lRK. NOTES S4 FOR RNiSH N12.3OO
'M-£RE HEIGHT OF DROP OFF EXCEEDS 1000mm. PROVlOE PROVlDE S PLATE ClEATS " 4SOLAPS N12.4oo SL82MESH
100 .15 H'M) ItlFILl. AAJUNGS BY OTHERS. ALTERNo\TlVELY. 1000lA AGRlC.DRA1NIN
/
,.,,-- '---1
EACH SlOE 'NlTH l-M12
PROVIDE 012 8.S. ROD AT 12Srml CRS BY OlliERS 300 I 300 GRAV1:l (2Omm)
SlSTEEl BOlTS VI1TH IffL.ON
SEPARATION WASHERS
V\1'tI\P IN GEOTEXTllE TO
APPROVEOoonET. --
.,
{9:::
• ,
--------- :1I
I~
100xSO F11 H3 TREATED
""""""'" RAK.S
1 ~~OUT
FENCE PAlINGmAT'TfNS
o~
4:;J;'~:~:¥~::::j
('MTH 100mmMAX.GAP)
OPM ON 30 SAND
BARS 2
I W2
Rl&.400 DO'M'l SARS, olOO lONG Sl102 MESH
/ / 2 N12 PERIMETER BAA
APPROVED TAM<lNG AtD
'MTH 200 lONG oovaMASTER
FREE DRAINING SAND BARS 1
SLEEVE ONE END. PLACED ON (STARTERS)
DPM ON 30 SAM) BACKfill. BACKfIll TO BE / "
CHAIRS OR DOWEL CRADlES. CO'vlPACTEDINLAYERS; / COVER 100 LAP,
DRill AND EPOXY GR0UT2OO 300 COG
'i:
ffi
'MTH A HAND HELD '
INTO EXISTING SLAB,
COMPACTOR. /.' SECTION
51> l:• .-a.cKIU~
tOO 01 ..••.AGRIC. CRAIN IN / r N1e-400';- l::lO•••••~(lUC!llAT.l
DOWEL JOINT DJ 3OO.300GRAVEL(2Onm) HOR.
UOtHlfllUC%llAT~ WRAP IN GEOTEXTllE TO / / CLEAN OUT
APPROVED OUTlET. / /190 BI.OCK
UotMl~AT~\
RETAINING WALL - RW2
':«l~co..ao.r •••
Hl W, BARS 1
N12-2S0
"SO lAPS / //,6: ..,~
~""
120..-nu::eon ••
PROVIDE V1:RTlCAL CONTROL JOINTS ( VC.J_l
TO All BLOCK WALlS, AT 80m MAA. CRS.
"'.10.10SEAtANTANOFUll
,coo ." N16-4oo
BARS 1
(STARTERS)
DEPTH 10mm ABELFl£X.
~
'""" "'" N16-4oo
SLe2MESH
I
100 lAP,
""COO
••. DENOTES SET OUT paNT.
REFER CMl ENGINEERING
DRA'MNGS SET.
""" "'" N16-2OO
10 COVER
BARS 2 N20 BARS TOP AND
BOTTOM 'MTH R1G-45ll UGS
2 N2" SHEAR BARS
w, (1 EACH WAY)
~ 15 TONNE S.W-lSCREW
SECTION PILES. USE '21139.11 $."
CHS CONCRETE ALLED
SCREW PIlES AT A
RETAINING
_____ WALL - RW1
~~~~~~__ """'"".'" 25OOC""."
SHOWN ON PlAN.
"«l ••.••• llI,IC;:[gAT~
l::lO~llUCWAT •••'
PRO\IlOE VERTICAL CONTROl JOINTS ( V,C.J.)
TO All BLOCK WAllS, AT 8.Om MAX. CRt;.
APPRO'IIfD CUT JOlNT
ClIT AlTERNATE WRE
OF MESH AlONG UNE
2-l\l12 TRIMMER SUl2MESH Sle2 MESH OF JOINT
l' ~
450 LAPS
~ _J j ==!
I
-
OPM ON 30 SAN) oPM ON 30 SAtD
NOOSA COUNCIL
TYPICAL SLAB EDGE CONTROL JOINT - CJ APPROVED PLANS
1"~Ar~
120~Ar~'
OPW14/0010 6 AUG 2014
COPYRIGHT
n- jh,wlg ill _jed
"~iI",,"""""",,,,\M
~ •••.••
nlb._nTod
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CO""
HELEN WOOD-GRANT
TOD "'-
A.VENESS
Designed
H.GRAY
V.ri"'"
H. GRAY
Verifioo
S, PRYSTUPA
,-
ALTERATIONS TO EXISTING DRIVEWAY
15 LITTLE COVE RD, NOOSA HEADS
D•.••••
~Tl!le
FOOTINGS AND SLAB
DETAILS
ASSHOWN
Drewlng Nurmef
A1
Canwltlng ply ftd (Ie) and ""
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uud rore-.• opecIc ~
consulting _Ol
englnee~
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RPEQ NCl
RllP lOT 1 ON GTP"'41 14510-S2
1137 lOCAl AUTHORITY NOOSA CCJU.ICIL
n._g ••.•••
""ll>e_ _e.-0l_1, ••-".l»_Wl' MClJ APPROVAl HaRtZ 0AT\..t.l PM 11617 e ~ ~ ~ • ~ ••
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d. 1'0'" "._c:uJ_
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•••• dlol~lI'",ICtl<Wl.ilr,. A 091711" ISSUEDFORAPPROVAl ••• I -.- -- ••-
ROl APPRCNAl V1:RT OATUM AH)
2 of 2 A
Document Set ID: 19730774
•.••••••••
d~lion Rev Dale Revision Descri tion Drawn
•••••• IUp»o OPW APPROVAl RL .•.•. USAHD M!A.1I.l'll!",,"'IT •••••• ltlC_ •••••••••
Version: 1, Version Date: 10/07/2014
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