Council archive · source document
OPW14/0010 - Approved Plans
Plans and drawings: the text below has words only, no drawings.
LEGEND
PROPOSED RETAINING WALL
EXISTING EDGE OF CONCRETE
--- sw--- EXISTING STORMWATER DRAINAGE
- E ---+--- E - EXISTING OVERHEAD POWER lINESlPOLE
-T_T- EXISTING TELSTRA PLANT CONNECT TO EXISTING
--3.0-- EXISTING SURFACE CONTOUR MAJOR (1.0m) PROPERTY DOWNSTREAM 0150 PIPE.
EXISTING SURFACE CONTOUR MINOR (O.5m) BOUNDARY TO BE CONFIRMED ON SITE
1
NEW CONCRETE DRIVEWAY PAVEMENT GTP4141
EXISTING FENCE
NEW 150mm THICK CONCRETE SLAB.
COLUMN TO BE
E+Aw~1W?3 NEW GRATED DRAIN WITH 0150 uPVC PIPE BELOW REFER STRUCTURAL DRAVVINGS RENDERED CONCRETE BLOCK
REMOVED BY
• REFER DETAIL BELOW RETAINING WALL (RW1) • REFER
OTHERS
STRUCTURALDRAVVINGS
CP
BUP12496
EXISTING CONCRETE
DRIVEWAY (TO BE
REMOVE EXISTING GRATED DRAIN AND
EXISTING PAVERS REMOVED AND
CONSTRUCT NEW 300mm WIDE GRATED DRAIN
REPLACED OR
FOR FULL 'NIDTH OF DRIVEWAYVVlTH 0150 PIPE
RETAINED. TO BE
BELOW FOR EXISTING DRAINAGE
CONFIRMED ON SITE
PROVIDE ROOFWATER INSPECTION
~ACO' DRAIN WITH SLOTIED OPENING 0100 PIPE AND END CAP
EXISTING/ ,. IRON TYPE "0" TRAFFICABLE
CONCRETE • GRATE OR APPROVED
DRIVEWAY EQUIVALENT LOWER TELSTRA CONDUITS LOCAllY
'WHERE NECASSARY TO
ACCOMODATE FOOTING
0100 uPVC PIPE TO CONCRETE PIPE BEDDING
CONNECTTO PIT 1 (MINIMUM 25MPa)
PROVIDE ROOFWATER INSPECTION
OPENING 0100 PIPE AND END CAP
AND DIVERT TO NEW PIPE.
DEMOLISH END OF EXISTING PIPE
GRATED DRAIN DETAIL
EXISTING
OVERHEAD
POWER POLE
UMBRELLA TREE
TO BE REMOVED
CYPRESS PINES
SURVEY NOTES TO REMAIN +
1. THIS DESIGN IS BASED ON FIELD SURVEYS PROVIDED BY THE SURVEYOR MAX
WA TIERSON AND ASSOCIATES AS NOTED IN THE TITlE BLOCK
2. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATlIRESAND UTILITIES
PRIOR TO CONSTRUCTION.
PUP NOTES
"':> \ EXISTING CONCRETE
,. THE LOCATION
AND INFORMATION
OF PUBLIC UTILITIES
PROVIDED
HAS BEEN DETERMINED
BY THE PROVIDER
FROM FIELD SURVEY
I AlfTHORrrlES.
- ~ ORIV~;~~RIES
2. THE UTILITIES
RESPONSIBILITY
ARE SHOWN ON THE PLANS FOR INFORMA nON ONLY AND NO
IS TAKEN FOR THE ACCURACY OR COMPLETENESS OF THE
NOOSA COUNCIL
INFORMATION SUPPLIED
APPROVED PLANS +" ~~
3 THE CONTRACTOR IS TO VERIFY ALL UTILITIES ON THE SITE PRIOR TO COMMENCING \,-,--V"
4
THEWORK$
NO 'NORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF SERVICES WITHOUT PRIOR
OPW14/0010 6 AUG 2014 Oro
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10 10 3.0 '0 1OOOA'A1
••••••••••••
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NOTIFICATION TO THE APPROPRIATE AlfTHORrrlES.
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MAX WATTERSON
ASSOCIATES
HELEN WOOD-GRANT
TOD DR
Vllri~ecl
DR
ALTERATIONS TO EXISTING DRIVEWAY
15 LITTLE COVE RD, NOOSA HEADS
GENERAL ARRANGEMENT
PLAN
AS SHOWN
OrMng Nurriler
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Page 2
LEGEND
___ PROPOSED RETAINING WAll
EXISTING EDGE OF CONCRETE
~~
"'~.
<;;." FINISHED SURFACE LEVEL
.t).
\
o ROOFWATER INSPECTION OPENING
\ +\
D GRATED INLET PIT
\ \
\ \
:\ \
PROPERTY
it \ \
BOUNDARY
\ \
\G \
\
SETOUT TABLE - PAVEMENT LEVEL
.~~
PI
I Easting I Northing I Level
0100 ROOFWATER INSPECTION
\
1 995.518 989.727 31.299 OPENING
E: 988.020 \
2 993.906 989.736 31.137 N: 992,872
3 992.297 989.832 30.934
\
RENDERED CONCRETE BLOCK
4 990.519 990.428 30.696 RETAINING WALL (RW1)
REFER STRUCTURAL DRAIfoJINGS
5 989.208 991.767 30.458
6 988.412 993.101 30.262
."~.
0100 ROOFWATER INSPECTION
@
7 991.211 994.767 30.237 OPENING
8 994.059 996.463 30.211 E:
N:
988.911
991.405 \
9 994.793 996.900 30.205
10 996.032 994.824 30.390
RENDERED CONCRETE BLOCK
RETAINING WAll (RW2)
\ \
11 997.273 993.907 30.559 REFER STRUCTURAL DRAININGS
REFER \ \
STRUCTURAL @
12
13
998.798
1001.750
994.146
995.963
30.727
30.883 ~JOINT
DRAVVINGS FOR
DETAILS
\ 300mm MIN WIDTH FOR
ALL NEW CONCRETE
14 1003.437 993.483 31.033 \ @ \
"'---...
15 1002.222 992.656 31.146
16 1001.137 991.322 31.514 \ .---- EXISTING
~ DRIVEWAY
EDGE
J
17 1000.963 989.610 31.882 TAPERED EDGE. IF
18
19
1001.592
1001.146
986.226
985.988
32.609
32.623
\ REQUIRED FOR
REPLACEMENT OF
EXISTING CONCRETE
\
20 1001.899 984.587 32.850
- -- -- -- ---- SITE SURVEY
BENCH MARK
E:
N:
1003.132
982.037
-\
SETOUT NOTES
-
EXISTING CONCRETE DRIVEWAY
Rl: 33.222
\
NOOSA COUNCIL
1. FOR SETOUT POINT LOCATION IN RElATION TO RETAININGWAlLS REFER TO
STRUCTURAL DRAWINGS APPROVED PLANS
TO NEIGHBOURING lOT
\
OPW14/0010 6 AUG 2014 \
Associaled Cons>Aams elell Vented PI..,ed OllPWlngTIIe
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MAX WATIERSON BLH DR SETOUT PLAN AND TABLES
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c~ •••_~ •••• lt>o HELEN WOOD-GRANT ALTERATIONS TO EXISTING DRIVEWAY ASSHOWN A3
."'''rn«I!l>t_nTo<l
ASSOCIATES Onigned Verifted
COI'ISIlltJngply ftd ('tcl_'=' BlH DR 15 LITTLE COVE RD, NOOSA HEADS Drawing Number
client Thil _; ••••••••••.
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Page 3
G 125 x 7S I e RHS BAlUSTAADE POSTS
SPACE BAlUSTRADE POSTS P1 AT 10Cl0rmllAAX.CRS
WHERE HEIGHT OF DROP OFF EXCEEDS l000rrm. PROVIDE
100 I 75 H'M) INFIl1. RAlUNGS BY OTHERS. AI..TERNA TlVEL Y.
PROVIDE (11125.5. ROO AT 125!T"011CRSBY OTHERS.
\\
BUILDER TO DETERMINE EXTENT
\ \
\
OF RETAINING WAlLS ON SITE \ \
\\
"
--- --- --- ----
" "
,-
DENOTES 20llrMl THlCK CCX>lCR£TE SLAS
REINFORCED WITH SL82 MESH TOP-
SOrmI COVER AND SL 102 MESH BOTIOM •
SO COVER, TYpjCAJ.. U.N O. SLAB TO BE
CONSTRUCTED ON A DPM OVER A 30
SAND BED ALL ON A COMPACTED
GRANUl.AR BASE.
-
NOOSA COUNCIL FOOTING PLAN DENOTES 150mm THICK CONCRETE SlAB
REINFORCED WITH S182 MESH Top. DRIVEWAY SLAB PLAN
,.__ to.al)"f~ &knmCO\lER.. TYPICAl..U.N.O. SLAB TO
APPROVED PLANS , ,OO.-a.ull••u. BE CONSTRUCTED ON A OPM O'.1:.R A 30
SAND BEOAlL ON A COMPACTED
l_.-ruce:DATAlI
l"lIlI~D.T ••,
GRANUtAR BASE.
OPW14/0010 6 AUG 2014
c,'" Venled P••••
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TOO
COPYRIGHT 0
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HELEN WOOD-GRANT H. GRAY ALTERATIONS TO EXISTING DRIVEWAY FOOTINGS AND SLAB
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Page 4
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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. """ '''''
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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. --
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100xSO F11 H3 TREATED
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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: ..,~
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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
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HELEN WOOD-GRANT
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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
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Document Set ID: 19730774
•.••••••••
d~lion Rev Dale Revision Descri tion Drawn
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Version: 1, Version Date: 10/07/2014
Page 5
t
Existing Fig Tree (Ficus spp.)
Retain the small Fig tree to maintain bank stability. I LEGEND
Heavily prune I shape lhe ftg to avoid conflict with
overhead power lines. I
/ Mulch and Erosion Control
Select organic mulch to be applied to cover exposed salls
resultant from site excavations I works. Existing Surveyed Tree
Groundcovers
Select native groundcovers 10be Installed to assist In bank
stabilisation and hanging screening over retaining wall.
Accent I Edge Plantings
___
1
Current border plantings along footpath to conlinue.
l\ ~tlng Golden Cane
(R ••• , •• ,)
-'--'--'--'-
Telstra
-,--,--,--,-
Electrical
-- ,w__ ~' __ M--
Storm Water
Screening Vegetation
Native shrubs suitable for screening of the proposed driveway
retaining walls shall be planted typically as shown.
New plant species and locations
< All new plants are proposed to be native species.
- Nole: The species proposed for Inclusion and their planting
locations are indicative only.
NOOSA COUNCIL •••
01.01.1"
OS.07.'"
APPROVED PLANS
OPW14/0010 6 AUG 2014
TERRA-FIRMA
ENVIRONMENTAL &
- LANDSCAPE DESIGN
SUBJECT TO CONDITION 12 OF
Tony 5ambroo~
DEVELOPMENT PERMIT 0.5<:.<bv.~.J ~z ~
1'0 eo. '522 rACI~" I'MACI5C O. -tSG4
"'Ob. Q.431 <\62 026
~,.,.... ten"Or•.•••••
@r.t:<,net.=t'I.~
PROPOSED PLANTS FOR INCLUSION .._.;.:.~;.:.=..._ .....
_-
Existing Golden Cane Palms (Dyps;s lutescens)
(INDICATIVE UST ONLY)
Rotain Golden Canes (GC.) where practical 10maintain garden bed I bank stabilily. CIe<1I:
HELEN WOOD. GRANT
SPECIES. MIXED FORM
Symbol Botanical Name Common Name Fo,", H,W Pot Size. Existing Understorey Vegetation
••• Acmena :AUyn Magic' Allyn Magic Shrub 1.0 x 1.0 140mm Where existing exotic vegelation Is required for removal due to proposed works, Ihese Shall.
be replaced where appropriate with native species listed as plants for Inclusion. Proi'"
Banksia robur Swamp Banksia Shrub 1.8x 2.0 200mm
PROPOSED DRIVEWAY UPGRADE
AJectryon coriaceus Beach Birds Eye Shrub 2.0 x 2.0 200mm Where practical retain all underslorey plants that are of native variety, 15L1TTlE COVE ROAD NOOSA HEADS
Syzygy/um 'Be8Cll Belr Beach Ball Shrub 1.5x 1.0 140mm RPD: lot 1 on GTP4141
SyzygyJum 'Cascade' Cascade Shrub 1.5x 1.5 200mm
eM Eng"'eer.
-1( DianeUa C88rulea
Lomandra
'Uttle Jess'
'Tropic Cascade'
little
Tropic
Jess.
Cascade
Flax Lily Tuft
Tuft
OAx 0.4
0.6 x 0.6
140mm
140mm
TOO CONSULTING - 07 5449 9600
Existing Coastal Cypress Pines (Callitris columellaris)
Protect and retain indigenous Coastal Cypress Pines (CYP.) adjacent to proposed new works.
AustromyTtus au/cis Mldylm G.cover 0.6x 2.0 140mm
Myoporum efliplicum Coastal Boobaella G.cover 0.2x 2.0 140mm
~ Scavofea calendufacea Dune Fan Flower G.cover 0.2 x 2.0 140mm Oollwlrlg T1lIe:
LANDSCAPE CONCEPT PLAN &
H '" approx. ave. mature height
W'" appro/{. av&. malum width
t)o
""'"
LANDSCAPE CONCEPT PROPOSED DRIVEWAY UPGRADE Drawn: tjs. M
N
Date: July 2014
~
15 LITTLE COVE ROAD NOOSA HEADS Seale:
Job No.:
TF 14174
1:100
[lq,"""g:
LC 01
A3
Sheet:
01 of 01
"""B
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