Council archive · source document
OPW14/0010 - Response to information request
TODconsulting engineers
GAJ:GAJ 14510-2
YOUR REF: OPW14/0010
9 July 2014
Development Counter
Noosa Council
PO Box 141
TEWANTIN OLD 4565
- 9 JUl 2014 .. 1,'
., 'I'.
ATTENTION: Mark Lewis Tewantin ';.;:;.,ijd'
Dear Mark
RE: APPLICATION FOR OPERATIONAL WORKS - OPW14/0010
DRIVEWAY TURNING BAY AT 1/15 LITTLE COVE ROAD, NOOSA HEADS,
QLD 4566
FOR HELEN WOOD GRANT
RESPONSE TO INFORMATION REQUEST
Following receipt of your Information Request, dated 21 January 2014, we provide the
following responses:
Item 1
Please find the following design plans enclosed for the proposed driveway turning bay:
• TOD Consulting civil and structural Drawing Nos. 14510-C1 and C2; 14510-51
and 52 and 14510-N1 (as detailed on the attached Document Transmittal);
• Terra-Firma landscaping plan Drawing No. LC01.
As requested these RPEO signed drawings address:
a) The proposed pavement;
b) All necessary retaining structures;
c) The proposed safety barrier;
d) The proposed stormwater drainage;
e) Details of the vegetation to be removed and the proposed revegetation;
f) Details of existing services and modifications where necessary.
We have also enclosed sketch No. 14510_5K01 which demonstrates the turning path for
a 5.2m long, large vehicle.
We trust the above adequately addresses your Information Request and we enclose two
copies of the drawings.
We confirm that our drawings have been prepared in accordance with the Noosa Council
Engineering standards (P5P 05) and the Noosa Plan.
I
Noosa: 07 54499600 civil 5trudural projECt:manag ment
r=~~Z6..~:.~,Q.f.~0..'
SunshinE Coast: 07 5329 3190
Mackay: 014840 2337 infrastructure buiLdings subdivisions industry & mining public spaces
PO Box 61, Noosavitle, QlD 4566, Australia
www.todconsulting.com R: .. TOO CONSUlIING PTYLTO ABN:39128805330
See the original
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Page 2
Your review and approval is requested.
Yours sincerely
GREG JACKSON
-
TOO CONSULTING
blc Helen Wood Grant
2
Page 3
00
consulting eng ne1!11
Project: Driveway Turning Bay at 1/15 Little Cove Road, Noosa Heads
TOO Project No: 14510
Date
Document Transmittal Record
-
-
Dwg No/Item \Title! Description , Revision
14510-C1 General Arrangement Plan A B
14510-C2 Setout Plan and Tables A B
14510-81 Footings and Slab Plans A
14510-52 Footings and Slab Details A
1451Q-N1 Concrete and Steelwork Notes A
1451Q-5K01 Turning Path Layout A
Issued To:
,/ ,/
Helen Wood Grant Client
,/
Mark lewis Noosa Council
Hardcopy sent in post (YIN) N N
J;\2014\145 10_ Helen _Wood-Grant _turn!"&- Area _15_ Uttle_ Cove _Road _N oosa _Heads \OutgolnlL Correspondence\CAD\14510 _little Cove Road_Alterations to
Ellisting DrivewaLTRANSMITIAl
Page 4
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 OF PUBLIC UTILITIES HAS BEEN DETERMINED FROM FIELD SURVEY
~ ORIV~;~~RIES
AND INFORMATION PROVIDED BY THE PROVIDER I AlfTHORrrlES.
2. THE UTILITIES ARE SHOWN ON THE PLANS FOR INFORMA nON ONLY AND NO
RESPONSIBILITY IS TAKEN FOR THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SUPPLIED +" ~~
3 THE CONTRACTOR IS TO VERIFY ALL UTILITIES ON THE SITE PRIOR TO COMMENCING \,-,--V"
THEWORK$ Oro 10 10 3.0 '0 1OOOA'A1
4 NO 'NORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF SERVICES WITHOUT PRIOR t;;;;j ••••••••••••
1 JDDA',u
NOTIFICATION TO THE APPROPRIATE AlfTHORrrlES.
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ASSOCIATES
HELEN WOOD-GRANT
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ALTERATIONS TO EXISTING DRIVEWAY
15 LITTLE COVE RD, NOOSA HEADS
GENERAL ARRANGEMENT
PLAN
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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
\
1. FOR SETOUT POINT LOCATION IN RElATION TO RETAININGWAlLS REFER TO
STRUCTURAL DRAWINGS
TO NEIGHBOURING lOT
\
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Associaled Cons>Aams elell Vented PI..,ed OllPWlngTIIe
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G 125 x 7S I e RHS BAlUSTAADE POSTS
SPACE BAlUSTRADE POSTS P1 AT 10Cl0rmllAAX.CRS
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ALTERATIONS TO EXISTING DRIVEWAY
15 LITTLE COVE RD, NOOSA HEADS
D•.••••
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FOOTINGS AND SLAB
DETAILS
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GENERAL S STEELVVORK 13. ALL CONCRETE SURFACES ARE TO BE CURED BY AN APPROVED w'ETHOD FOR SEVEN (7)
51. ALL STEELWORK TO BE IN ACCORDANCE Vv1TH: (NOMINATE sm - TMR MRTS 78 FABRICATION DAYS IMMEDIATELY CONCRETE IS HARD. PREFERRED METHOD IS TO COVER WITH PLASTIC
G1. CURRENT EDITION OF NOMINATED STANDARDS TO BE USED FOR ALL VvORKS. UNO OF STRUCTURAL STEELWRK;' AS4100. SAA STEEL STRUCTURES) SHEETING. LAID FLAT WITHOUT ~INKLES. TAPED AT LAPS, AND LIFTED ONCE DAILY TO DAMPEN
CONCRETE IMTH HOSE THEN REPLACED.
G2. PRODUCT TRADE NAMES HAVE BEEN USED TO ESTABLISH A QUALITY REQUIREMENT. OBTAIN S2. STEELWORK GRADES TO BE AS FOLLOWS UNO: 14 THE CONTRACTOR SHALL ENSURE THAT ANY PROPOSED ADDITIVES. COlOURING
WRITTEN APPROVAL8EFORE USING SUBSTITUTIONS MATERIALS, CURING COMPOUNDS, FORM OILS, RELEASE AGENTS ETC ARE COMPATIBLE 1MTH
ITEM GRADE APPUCATIONSTANDARD THE CONCRETE MIX AND ALL APPLIED FINISHES, ADHESIVES, RENDERS, GROUTS, ETC, AND WILL
G3. SEEK RESOLUTION OF DISCREPANCIES/INCONSISTENCIES IN THESE DRAININGS AND OTHER HOTROLlED PLATE.FLOORPLATES ACHIEVE THE SPECIFIED ARCHITECTURAL SURFACE APPEARANCE AND COLOUR FOR THE
PROJECT DOCUMENTS, BEFORE PROCEEDING. AI'ClSlABS « 100mm'THICK) GRADE2S0 AS367' CONCRETE.
HOTROLLEDAND'A£LDEO
G4, OBTAIN WRITTEN APPROVAL FROM THE SUPERINTENDENT FOR ENGINEER STRUCTURALSECTIONS,ANDFLATS GRADE300 AS367' 15 BAR SCHEDULE-
DIRECTIONS/INSTRUCTIONS THAT ARE A VARIATION TO THE CONlRACT, BEFORE PROCEEDING. N - TYPE SOONHOT ROLLED HIGH YIELD BARS TO AS 4671.
CIRCULARHOLLOWSECTIONS
(7lWU ANOUNDER). GAAOE250TO GRADE"" AS1163 R - TYPE 250R HOT ROLLED PLAIN BARS TO AS 4671.
G5. VVHERE SHO'/oJN.UNO:: UNLESS NOTED OTHERWISE. AS1163 S -TYPE 250S HOT ROLLED DEFORMED BARS TO AS 4671.
CIRCUlAR HOLLOW-SECTIONS SL - SQUARE RIB MESH TO AS 4671.
DESIGN LOAOINGSIPARAMETERS (BUILDINGS): (OVER76MM) GRADE350 AS11S3 RL. RECTANGULAR RIB MESH TO AS 4671.
T"""'1$ G'SO AS13g]'
01. STRUCTURE IMPORTANCE LEVEL: 2, (PER BUILDING CODE OF AUSTRALIA TB1,2a) 16. REINFORCEMENT LAP SPLICE LENGTHS (U,N.O ON DRAIMNGS)
ALL STEELVVORK TO BE SUPPLIED BY AN AUSTRALIAN PAANUFACTURER. NO SUBSTITUTIONS DSOaNBAAOIAMETER
02. STRUCTURES HAVE BEEN DESIGNED TO CARRY THE FOLLO'MNG LIVE LOADS (AS1170,1): SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM THE DESIGN ENGINEER
BARLOCATION
LIGHT VEHICLE CARPARKS
MEDIUM VEHICLE CARPARKS
2,5 kPa (13KN CONCENTRATED)
50 kPa (31KN CONCENTRATED)
THE DESIGN ENGINEER RESERVES THE RIGHT TO REQUEST CERTIFIED MILL TEST REPORTS OR
TEST CERTIFICATES AS EVIDENCE OF COMPLIANCE WITH THE MATERIAL STANDARD SPECIFIED HORIZONTAL " " " " " 32
BARS,,""
03. HANDRAILS J BALUSTRADES f FENCES ARE TO BE DESIGNED, INSTALLED AND CERTIFIED BY
OTHERS SHALL BE SUPPLIED WITH DESIGN AND INSTALLATION CERTIFICATES THAT SHOW
53. welDS TO BE AS FOLLO'NS, UNO:
WELD PREPARATION AND WELDING SHALL BE IN ACCORDANCE WITH: AS1554 STRUCTURAL
""'" """
""""OF
CONCRETE
COMPLIANCE WITH THE LOADS IN AS1170.1. STEEL WELDING, CATEGORY SP (STRUCTURAL PURPOSE) UNO CASTI,.N[I;R
WELD METAL TENSILE STRENGTH: 480MPa OR HIGHER (BEMlTOP
DIMENS10NSfLEVELS:
- SHOP FILLET WELD SIZE: 6 mm. UNO STEEl, SLAB
TOPSTEEL
600 000
"" "" 1000
""
SITE FILLET WELD: 6mm, UNO
WHERESLAB
BUTT 'w\'ELDS: TO BE QUALIFIED COMPLETE PENETRATION Bun Vv'ELDS UNO TliICKNESS
L1. CONSTRUCTION TO BE SET OUT USING: DIMENSIONS FROM ARCHITECT'S DRAWINGS ALL SITE WELDS TO BE COATED; REFER COATING TABLE GREATER
THANXlCtAM)
12. ALL LEVELS AND SETOUT POINTS ARE TO BE CONFIRMED ON SITE BY REGISTERED SURVEYOR 54. STEELWORK TO BE PREPARED AND COATED AS FOLLOVVS, UNO: ALLOTHER
PRIOR TO CONSTRUCTION. ADVISE ANY DISCREPANCY BEFORE PROCEEDING. BAAS(BOTTOM
STEEl,
L3. DIMENSION STANDARDS:
REDUCED LEVELS, CHAINAGES AND COORDINATES ARE ALL IN METRES.
HOTOlP
SECONDARY
COLUM!ItS,
WALlS)
'" '" &SO 1200
'''' 17"
GALVANSETO
- CIVIL DRAWINGS (Cxx SERIES): ALL OTHER DIMENSIONS ARE IN METRES. LOCATiON ITEMS SURFACE PRIMECOAT SECONDCOAT
AS""" PREPARATION
• STRUCTURAL DRAWINGS (Sxx SERIES): ALL OTHER DIMENSIONS ARE IN MILLIMETRES. ~'SINO) 17. FOR SLABS ON GROUND, ALL TOPSOIL AND UPPER STRATA CONTAINING ORGANIC MATTER
L4. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM 'XTE_
","00_
"lnlercUfe200" ZiNC RICH
IS TO BE REMOVED AND REPLACED BY AN APPROVED CONSOLIDATED FILLING MATERIAL
COMPACTED TO 95% 11.1.1.4.0.0,
IN ACCORDANCE WITH AS3798 T5.1 AND AS1259.5.1.1
NONE YES TYPEC EPOl(Y _15
STEElw::lRK ftPOTt pr!mIf - 1B. PROVIDE N12 TRIMMER BAR TO PERIMETER OF SLABS. PROVIDE 500 II.SOO'l' BARS TO ALL
75 rrtaDll OFT. MICRONOfT.
L5, ALL COORDINATES ARE TO LOCAL GRIDS. CORNERS.
WELOSAND ASABOVE AS ABOVE
AU. '0 TYPE 0
L6. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS REPAIRS CONCRETE PATHS ENTRIES RAMPS & STAIRS
TEMPORARY V'IORKS
SURFACE PREPARATION
,. ALL WALKING AND TRAFFICABLE SURFACES MUST BE FINISHED WITH NON.SUP SURFACES
OR COATINGS TO PROVIDE SUITABLE FRICTION TO ENABLE A PERSON TO SAFELY TRAVERSE THE
TYPE A (STANDARD): REMOVE OIL AND GREASE BY SOLVENT CLEANING. ABRASIVE BLAST,
CLASS 2.5 PER AS1627.'l METAL FINISHING, SURFACE IN WET CONDITIONS. REFER TO ASlNZS 4585 AND HB197 FOR GUIDANCE
T1. MAINTAIN THE WORKS IN A SAFE, STABLE CONDITION AT ALL TIMES, ENSURE WORK TYPE B: REMOVE ALL SHARP EDGES AND SURFACE IRREGULARITIES. AlL EDGES TO BE 2 NOT WITHSTANDING NOTE 1, FINISH TO CONCRETE SURFACES SHAlL BE EITHER BROOMED
ITEM$lPARTS ARE NOT OVER-STRESSED AT ANY TIME. ROUNDED TO A MINIMUM RADIUS OF 2.0MM. REMOVE OIL AND GREASE BY SOLVENT OR EXPOSED AGGREGATE, USING ANGULAR AGGREGATE. EXPOSED AGGREGATE 'MTH ROUND
CLEANING. ABRASIVE BLAST, CLASS 2.5 PER ASl627.4 AGGREGATES SHALL NOT BE ACCEPTED. WHERE THIS NOTE CONFlICTSVVlTH INSTRUCTIONS
12. OBTAIN RPEO DESIGN AND INSTALLATION CERTIFICATION FOR TEMPORARY WORKS: STRUTS, TYPE C: BRUSH OR WHIP BLAST TO ACHIEVE KEY FOR COATINGS GIVEN BY THE LANDSCAPE ARCHITECT, THE ISSUE SHAll BE PASSED TO THE SUPERINTENDENT
PROPPING, FORMWORK STRIPPING AND PROPPING PROCEDURES, TIE BACKS, EXCAVATION TYPE D: WIRE BRUSH AND PRECOATWlTH HOT ZINC STICK FOR RESOLUTION
SHORING, PROTECTION WORKS, DE-WATERING SYSTEMS, FORM'vVORK, EARLY LOADING OF OFT " DRY FILM THICKNESS
STRUCTURES AND THE LIKE. INJECTION EPOXY AND NON.$HRINK GROUT
REINFORCED CONCRETE
,. NON-5HRINK GROUT TO BE PARCHEM 'CONBEXTRA C" OR SIKA "SJKAGROUT 100", OR
1. THE CHARACTERISTIC COMPRESSIVE STRENGTH OF THE CONCRETE (PC) MUST NOT BE APPROVED eQUIVALENT, SUITABLE FOR 10MM.100M THICKNESS.
EXISTING SERVICES LESS THAN 2. INJECTION EPOXY TO BE HILTI'HIT oRE 500" OR APPROVED EQUIVAlENT 1MTH ENGINEER.
-FOOTINGS - 25 MPaAT 28 DAYS
ES1.LOCATE SERVICES BEFORE STARTING: SERVICE LOCATIONS SHO"WN ON DRAWINGS ARE -SLABS - 32 MPa AT 28 DAYS SIGN DRAWINGS.
APPROXIMATE QNL Y. CONCRETE SHALL BE READY MIXED. CONCRETE SHALL CONTAIN PORTLAND FLYASH BLENDED
CEMENT FOR INCREASED DURABILITY. THE PROPORTION OF FLYASH SHAlL BE 25% BY VllEIGHT, CONCRETE BLOCK MASONRY
ES2. POTHOLE AND PROTECT SERVICES: LOCATE SERVICES ADJACENT STRUCTURE BY
OF THE TOTAL COMBINED \'\'EIGHT OF FLYASHAND PORTlAND CEMENT.
POTHOL/NG BEFORE COMMENCING CONSTRUCTION. PROTECT SERVICES FROM DAMAGE.
2. UNLESS OTHERWISE NOTED ON THE DRAWING THE CONCRETE COVER TO THE OUTSIDE CB1. CONCRETE MASONRY TO BE IN ACCORDANCE WITH: AS3700 'AASONRY STRUCTURES + AS
FACE OF ANY REINFORCEMENT IS TO BE AS FOLLOW'S: 4455. CONCRETE BUILDING BLOCKS WITH THE FOUOWlNG MODIFICATIONS.
ENGINEERING INSPECTION SCHEDULE (HOLD POINTS)
CB2. MATERIALS TO BE AS FOLLOWS:
E11.ARRANGE FOR FORM 16 CERTIFICATION OF mRKS DURING CONSTRUCTION BY AN CASTAGAINSTFORMSCOMPLYINGWITH STRIJClURAL BLOCK TYPE: SHALL BE 'H' SERIES 20,48; STRENGTH CLASSIFICATION 12. CLEANOUT
EXPERIENCED RPEQ ENGINEER. CASTAGAINSTAS 1~SAA FORM'NORl<
COOE CASTAGAINSTOTl£R BLOCKS TO BE USED AS THE BASE OF WALLS
E12. GIVE AT LEAST 48 HOURS NOTICE OF NECESSARY ENGINEERING SITE INSPECTIONS. STRUC11JRAL
MEMSER FORM'NORKORl1iE BLOCKFILL: N25f10, SLUMP 150MM TO 200MM
NOTEXPOSEDTO EXPOSEOTO~THER,
WEATHERGROUNO GROUNOWATEROR GROU"" FILL BLOCKWORK CORES SLO'M.. Y (MAX 6 COURSE HEIGHT PlACED AT ONE TIME)
WATERORFRESHWATER FRESHWATER MORTAR PROPORTIONS = 1 CEMENT: 0.25 HYDRATED LIME: 3 SAND (OR EaUIVALENT
FASTENERS PACFOOTINGS& PILE CEMENT. SAND MORTAR WITH PLASnCISER).
Bl. BOLTS AND FASTENERS TO BE AS FOlLO\NS (UNO):
CAPS
STRIPFOOTINGS
" 75 MORTAR 28 DAY COMPRESSIVE STRENGTH; 11MPa MINIMUM.
REINFORCEMENT: TO BE 'N' GRADE D500N HOT ROlLED HIGH YIELD DEFORMED BARS TO AS
COLUM~ Of ALLTYPES
•• " " 4671 UNO.
MINIML1.4 Sl.PPUER AOOITKlNAL ISOLATE
COATINGSAND OISSlMlLARMETAL MINIMUMBot.T WALLSSlABS ANDSTAIRS
•• " 75
REINFORCEMENT COVER: 50MM MINIMUM FROM OUTSIDE OF BLOCK
lOCATION STRENGTHGRAPe
I MATERIAl(UNO)
COATINGlFINISH
(UNO)
REOUIREMENTS BOlTS FROM SOZ'
•• " " CB3. CONTRACTOR TO ENSURE THE FDLLO'MNG:
(UNO)
ClEAN 01lT ALL
STEELWORK(UNO) BEAMS
" " TOP OF FOOTING TO BE SCAB8LEO
EPOXYANCHORS HOLES,EPOXYTO 3 EXPOSURE CLASSIFICATION FOR CONCRETE SLABS ON GROUND. B1
GR.AOE511TO GALVAIIISEOTO BEH1LTlIU NOTREOURED 2-1.120 4. ALL CONCRETE WORK IS TO BE EXECUTED IN ACCORDANCE 'NlTH THE CURRENT EDITION JOINT MORTAR SHALL BE TRIMMED FLUSH W1TIi THE INSIDE FACE OF THE CAVITY.
EPOXYANCHORS AS121~ RE.sl)I)UoiO CLEAN OUTS TO BE FORMED IMTH TIMBER FORMS RATHER THAN BESSER BISCUITS.
AS1111 OF-
-AS 3600 - 8M CONCRETE STRUCTURES REINFORCING COVER SHALL BE MAINTAINED BYlHE USE OF PLASTIC -BLOCKAID'
LUBRICATE REQUIRED- - AS 1379 - READY-MIXED CONCRETE REINFORCEMENT LOCATION BRACKETS OR EQUAL
GRADE3111(M). TrREADSWTH PROVIOENYLON s. THE TEST RESULTS ARE TO CONFORM WITH THE ACCEPTABILITY REQUIREMENTS OF THE
EXTERNALWBER STAINLESSSTEEl. MOl YBOENUM- WAS>1E' UNLESS NOTED OTHERWISE REINFORCING TO BE:-
CONNECTIONS STRf~TH a.ASS PASSIVATEO DlSULPHDE B~NSS 2.M12 CURRENT EDITION OF AS 3600 (PROJECT ASSESSMENT REQUIRED).
190mm WALL - 20.48 BLOCKS
" BASEDGREASE WASHERJl.H:)AU.
TO AVOIOGAlUNG STEELWORK
6.
7.
THE MAXIMUM SIZE OF AGGREGATE SHALL BE 2OMM.
THE CONCRETE SHALL SLUMP TEST AT 100MM UNLESS NOTED OTHERVv1SE .N16 AT 400 VERTICAL - 600 LAPS
BOLTS AND NUTS TO HAVE STRENGTH IDENTIFICATION MARKINGS. ALTERNATIVELY SUPPLY MILL
,
B. ALL CONCRETE TO BE MECHANICALLY VIBRATED.
NO HOLES OR CHASES OTHER THAN THOSE SHO'M>JON THE STRUCTURAL DRAIMNG SHALL
-1'112AT 400 HORIZONTAL- 600 LAPS (INCLUDING' L' BARS AT CORNERS UNLESS NOTED
OTHERWISE)
OR NATA CERTIFIED TESTS RESULTS CONFIRMING GRADE AND STRENGTH. BE MACE IN CONCRETE MEMBERS WITHOUT THE PRIOR APPROVAL OF THE ENGINEER.
10. PLASTIC CHAIRS OR CONCRETE BLOCKS TO BE USED TO SUPPORT REINFORCEMENT AND SEDIMENT CONTROL:
GIVE THE CORRECT CONCRETE COVER. PROVIDE SEDIMENT CONTROL TO THE BOUNDARIES BYWAY OF SEDIMENT FENCES.
11. CONSTRUCTION JOINTS, 'JIIHERE NOT SHOWN. SHALL BE LOCATED TO THE SATISFACTION OF FENCES TO BE ERECTED BEFORE COMMENCEMENT OF EARTHmRKS, AND SHALL BE MAINTAINED
THE ENGINEER UNTIL GRASS COVER AND LANDSCAPING IS ESTABLISHED.
12. THE FACE OF ALL CONCRETE AGAINST INHICH NEW CONCRETE IS TO BE POURED SHAU BE ALL CONSTRUCTION RUBBISH IS TO BE CONTAINED WITHIN AN APPROVED BIN
THOROUGHLY SCABBLED.
SCREWPILES:
SCREWPILES ARE TO BE DESIGNED, INSTALLED AND CERTIFIED BY THE CONTRACTOR TO THE
..
SPECIFIED LOADS ON THE DESIGN DRAWINGS.
COPYRIGHT 0 A»Odll'led Consurtanl!:l CIM' D_ Venne<! .", OrawlngTlt1e
TM dtJMngII; IIYbjed10
e~ln~e_l!le
__ beMenTo<l'
eo-.e.lI pt)'lei(Ie)al'CI"''I
deoC.Thilr.~_cnt,ol>e
u_lotli'lilep.or.:pr<ljod.
MAX WATTERSON
lD_I_
ASSOCIATES
HELEN WOOD-GRANT
TOO consulting _a1
englneerJ
__
""'BLH....
BLH
AlIIlfoved
DR
Ven'lId
DR
RPEONo
ALTERATIONS TO EXISTING DRIVEWAY
15 LITTLE COVE RD, NOOSA HEADS
RDP lOT 1on GTP~1~'
CONCRETE AND
STEELWORK NOTES
;:; SHOWN IS";;u
-"'.•..•..
14510-N1
o REYN
..-_~
TIl. ~ •.•elInctl>euud ~~w S 9072 LOCAl AIJTHORITY NSC
A_
- -
' __ 07~JffIll _ Dl_~T
C:_0ld~
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•!... I 1.1 S ••••
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'or_""II~ •• P'O ••••••• _.Q.O_ &groed
~ Ow MCUAPPROVAL HORIZDATLf.l P1ol171117
~d""~'In!l'. A OWi'f1. ISSUEDFOR.c.ppROVAL
Rev Dale Revision DesCli lion
B'"
Drawn
•••. 1DlI~121
:~~~,m~
.... • _.':11I011:Ae •• -,- %, Y;.-t1•. Rot. APPROVAL
OPWAPPROVAl..
VERTOATUMAHO PM 17817
44.148 _0Il"",, __ "'>rf1"'_ 1 of 1
V' "'-
'"
Page 9
LEGEND
- - _ PROPOSED RETAINING WAll
EXISTING EDGE OF CONCRETE
PROPOSED CONCRETE EDGE
h#J 0.95 3.05
CAR meters
IMdth 1.94
Track 1.84
Lock to lock Time 6.0
Steering Angle 33.5
~\
q
\ .,
• q
d
•
q
• .q
\ ~-7 __ 4
q.
•
d
q• \• PROPOSED
WAll.
RETAINING
\
q
q
\
EXISTlNG GARDEN BED \,
d • q
d• •
q
q d
". • q
•
q
q
<J
<)
, q d
• • '---..
..
<J
q
.<J
• d • "
_.-
q
<Ii
----
q
- q
- q
• • •
q • •
~d
q
•
..
EXISTING CONCRETE DRIVEWAY d q
TO NEIGHBOURING LOT ~ d
q
• • d
.q
~
"
COPYRIGHT 0 Aasoaat9d eon.utanls co•• Projed Drawjng TltIol
lNIo- •••.•..; • ..mjo<;t,.,
~lIP'WlVllh ••• ...s.>ca
.lJ"'",,*,,_Tod
e-;~ ••• l\ICI_1C'I
*'" I!>I
MAX WATTERSON
ASSOCIATES
HELEN WOOD-GRANT
TOO ALTERATIONS TO EXISTING DRIVEWAY
15 LITTLE COVE RD, NOOSA HEADS
TURNING PATH
LAYOUT PLAN
ASSHOWN A3
-~~
eIioonI.Th.~"""OriI'''' Drawing N<mler
......cI /of ". speoIc ptOjoo;t consulting engineers
10_1_
'0••.• RDP LOT 1 on GTP41041 14510-SK01
n. <hwIng l/l.atlOlbe •••• d 0
__
_01 •.••• l«1li
"'!.l2Illllll_Cl'_W1
lOCAL AIJfHORlTY NSC
forCllIlIIl'UCli<In...,UI __ a Sh&el Revision
1I'O
••••••._lI,CI_ MCU APPROVAL HORlZ OAT\JM PM 111117 d ~ ~ ~ ~ •
'"'-d •••...,...1NC1lCIrl'l'Ih '" 11.02.1 ISSUEOFORCOMMENT BLM "" lO'l ""';:"2' I _~_ I I. ,I I" I" I 1,1.!" L.Ll, ,
ROlAPPROVAl VERTDATUt.lA.JoD PM17el1
1 of 1 A
J
•••..••• ~. Rev Dale Revision Desai tion Drawn :::"'lD'l~_..... C"_
.•••• ':IUOI.D!
OPWAPPROVAJ.. R.L «.148 _oaaNl._O/f'l"_
Page 10
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.
•••
01.01.1"
OS.07.'"
TERRA-FIRMA
ENVIRONMENTAL &
LANDSCAPE DESIGN
Tony 5ambroo~
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
Used in these records
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