Council archive · source document
MCU10/2065 Response to information request
PROPOSED RESIDENTIAL DEVELOPMENT
17 GRANT STREET, NOOSA HEADS
for ANTHONY CORKILL
rAfAIERAL cawmff f00IALG I FOUIOAIKII PREPARATI(W COKRf ff BLOCSHA50VR7
I III All Till ,I DRAWINGS IM (0HlUN(II0N WITH OMMENCI MENI OF ANY CUTTING OR FILLING LI ALL IILN a 1E WORK AND REINFORCEMENT TO BE EXECUTED III I X n I T ' HN H I IW III( BUILDING BY MI 1 Till d I I I II 114 WIIIII TO
0 BE EXECUTED
AR :I-117;( IURAI AND OTHER ENGINEERING DRAWINGS AND IAIION AND TOPSOIL FROM AREAS TO BE CUT IW A I j " n A % WITH THE RELEVANT S.A.A CODES AND III I rI A I SIOIN', NRGANK AND/OR I, •d l IAN I p1'1 '[ I I(C LP"ION OF.
P Gt.
I '. I I A IION,
' AND WII H SUCH OTHER WRIT TEN
IN,1UUI TIONS AS MAY BE ISSUED
VERIFY SEI OUI DIMENSIONS SHOWN ON THE DRAWINGS
BEFORE SITE WORKS, CONSTRUCTION AND FABRICATION
Et.
TO A MINIMUM DEPTH OF lSOmm
REFER TO THE GEOIE(HNI(AL REPORT REGARDING REMOVAL
AND REPLACEMENT OF EXISTING FILLING MATERIAL. THIS
NOTE SMALL APPLY 10 THE SUBGRADE UNDER ALL
A', 1600
IV N' T, PARTICULAR THE CURRENT EDITION OF
Ft.
NIr AvI M: 'I III HAIL. Ill' I OMPA( ETON
UII'IN IHHr5M, AND SLAB STIFFININO BEAMS 10 BEAR
OR IIIIHUA NUF MATE RIAI WITH MNMUM SAFE BEARING
PRI','.1111 A', NOTED IN THE TABLE BELOW
AS 3100
AS 3455
AS 3600
AS-2699
S.A,A MASONRY (ODE
CONCRETE MASONRY UNITS
SAA CONCRETE STRUCTURES (ODE
MASONRY WALL TIES
n COMMENCES REFER ANY DISCREPANCY TO THE ENGINEER
BE TORE PROCEEDING WITH TIE WORK
DRIVEWAYS INCLUDING UNDER FILL BATTERS. FOLLOWING THE
SITE S TA ID AND DRIVEWAY SET OUT THE FNMME ER SHALL
C3. CONURFll IESTINU 10 CONFORM WITH THE ACCEPTABILITY
REQUIREMENTS
0 F 1THE CURRENT EDITION OF AS-300 F3. COMPACT FOUNDATION BELOW THE IIIN;111 II STABS TO THE
AS 2699.1-
AI I ISSORIES
MASONRY CONSTRUCTION,
SITE BE CALLED TO ATE TO DETERMINE THE PRESENCE OF ANY STANDARD OF COMPAT TION FUR Iit I 1INIII N SI ABS OR
Q G3. 00 NOT OBTAIN DIMENSIONS BY SCALING FROM THE
DRAWINGS
EXISTING FILL UNDER DRIVEWAYS AND ASSOCIATED
BATTERS, PROVIDE A BACKHOE FOR THE TEST PIT
EXPLORATION. THE ENGINEER MAY DIRECT EXISTING LOOSE
(4. THE CONCRETE SLUMP SHALL NOT BE LESS THAN 1Smm AND
NOI MORE THAN 10-
FI.
FOOTINGS HERIUNI$R UN(E55 NOIEO Oh,1 RWKE
SAND FILLING UNDER SLABS OR IOOING'i SIIALI BE PLACED
M7. '(LEAN OUT' BLOCKS 10 BE USED AT FIRST COURSE ABOVE
EACH FLOOR AND All MORTAR TO BE REMOVED FROM CORES
PRIOR ID 10% RE It III I INC.
V G4. ALI WORKMANSHIP AND MATERIALS SHALL BE IN FILL TO BE REMOVED AND RF(OHPAITED (5. ALL CONCRETE IS TO BE VIBRATED IN A TRADESMAN LIKE IN MAX. 1DOmm LAYERS. IUNCOMPA( TED DIP HI COMPACTED
ACCOROANCI WITH THE CURRENT S,A.A CODES AND THE MANNER, NO WATER BE ADDED ON SITE IN ACCONLIAINOI WITII AS-1299 (DENSITY INUCX TO BE M). CONCRETE MIX USED 10 FILL CAVITY TO HAVE
BY-IAWS AND ORDINANCES OF THE RELEVANT BUILDING E3. COMPA(I AND PROOF ROLL ALL PREPARED SUBGRADE GREATER THAN 10% IN ACCORDANCE WITH A5-1219 (HARA( IERISI1C COMPRESSIVE STRENGTH OF 20MPR IF it.
AUTHORITY AREAS PRIOR TO PLACING ANY FILLING. COMPACTION SHALL C6. MIN. (LEAR (OVER TO ALL RIINIOR(EMENT )UNLESS SHOWN MAXIMUM SLUMP 230mm, MAXIMUM AGGREGATE SIZE 6mm
BE 9S% RELATIVE COMPACTION AS MEASURED BY THE OIHERWISEI TO BE IN ACCORDANCE WITH REQUIREMENTS OF FS. FILL MATERIAL OTHER THAN SAND b•. GRAVEL DECOMPOSED IMAXIMUM 6 COURSE HEIGHT PLACED AT ONE TIMET
05. THE STRII IllA m TOWN ON THE DRAWINGS HAS STANDARD METHOD DESCRIBED IN AS I2B9 AS 3600 AS NOTED IN THE DWG S ROCK OR BROKEN ROCK FREE FROM OREANIL MATERIAL AND
BEEN 011',l NIII I, -I ;ADS SET OUTT THE TABLE LUMPS OF (LAY) UNDER SUBS OR FOOTINGS IO BE M3. BLO(XWORK MUST NOT BE BUILT ON CONCRETE SLABS UNTIL
BELOW IN A I; ANI I 'U TE'I ASs 1170
1 7 o PARTS 1 & 2 EL, ALL FILLING SHALL BE CLEAN EXCAVATED MATERIAL FREE C7. CONSTRUCTION JOINTS WHERE NOT SHOWN SHALL BE COMPACTED TO ACHIEVE A DENSITY RATIO (CALCULATED BY FORMWORK SUPPORTING SAME HAS BEEN REMOVED
FROM TOPSOIL AND VEGETATION. THE EXISTING SITE WON LOCATED TO THE APPROVAL OF THE ENGINEER A5.1289) Of NOT LESS THAN 98% AT MAXIMUM DRY
G6, TUN I II I 1.f 81 rlUUAS NOTICE MOST BE GIVEN TO THE MATERIALS MAY CONTAIN ROCKS AND COBBLES AND THESE DENSITY AS DETERMINED BY AS-1289 MS. MORTAR TO BE MIXED IN PROPORTION OF 1.01.06.0
LNI,IIj, I -'TOIL ICI ANY CONCRETE POURS OR OTHER SHALL BE EXCLUDED OVER 100mn NOMINAL SIZE IN ANY (0. ALL CONCRETE SHALL BE ADEQUATELY VIBRATED INTO CEMENT HYDRATED LIME SAND HER EQUIVALENT CEMENT -
IIMI AI, r +'I:IAt PHASES OF (ONSTRIICTIUN EXISTING MATERIAL USED AS FILLING PLACE AND CURED CONTINUOUSLY FOR NOT LESS THAN F6. PROOF ROLL THE FOUNOAUUN II I L: AND SAND MORTAR WITH P(ASIITISERI AND MORTAR
SEVEN 171 DAYS IN AN APPROVED MANNFA RECONSTRUCT AREAS THAI Nil o- I I; 'ICIW EVIDENCE COMPRESSIVE STRENGTH AT 28 DAYS TO BE 20MPa MINIMUM
G7. PROVIDE SUBSOIL DRAINS AS SHOWN ON ES ANY IMPORTED FILLING MATERIAL REQUIRED TO MAKE UP OF MOVEMENT UNDER THE I'H ' A I„
SIIi I,0UA HON PLAN SECTIONS MAYBE OMMIITFO WHERE SIB=r-,V. I'PES SHORTFALLS IN QUANTITIES SHALL BE CLEAN SOUL MATERIAL (9. SYMBOLS ON DRAWINGS FOR GRADE & TYPE OF MI6. CHARACTERISTIC COMPRESSIVE STRENGTH OF BLOCK I'w
ARE SHIIWM ON HYORAIJII( CONSTULTA•, I'. ". SIBS FREE FROM TOPSOIL. VEGETABLE MATTER AND OTHER REINFORCEMENT ARE AS FOLLOWS- FL CONSTRUCT FOOTINGS UNDER ALL LOAD BEARING WALLS IS MPa UN.O.
SITE ADDRESS 17 GRANT STREET, NOOSA HEADS, OLD, 4567
DELETERIOUS MATERIAL. THE FILLING SHALL BE FREE FROM IT YFIUp
NT$
G8. NOTEY ALL RELEVANT AUTHORITIES PRIOR TO COBBLES OR ROCKS IN EXCESS OF TOO- NOMINAL SIZE. THE R DENOTES STRUCTURAL GRADE 730 PLAIN M1. COVER TO REINFORCEMENT 23mm MN. FROM INSIDE FACE OF
(UMPt'CEMENT OF WORK WITHIN EXISTING ROAD MATERIAL SHALL HAVE A MINIMUM SOAKED COP OF AT ROUND BAR TO A5-4671 IS. LAP AND :OUNER BARS TOHIVAIIN' ILL 'III R1511:RI !w Nl BLOCK U,N,O,
REU'.F'VIS LEAST 1S N DENOTES HOT ROLLED GRADE 500 IN THE FUO'NU IJ RF PROVIOIO Al :TONY', I4 C111111;IN
DEFORMED BAR TO AS-4671 AND JUN( '115 (I 1001 RIG'. MB PROVIDE STARTER BARS TO MATH VERTICAL
69. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL E6. ALL FILLING SHALL BE PLACED IN ,MAXIMUM 201 LOOSE SL DENOTES HARD DRAWN WIRE REINFORCEMENT 1600 s LOU LEGI
EXISTING SERVICES WITHIN THE SITE PRIOR TO LAYER THICKNESS WITH EACH LAYER COMPACTED TO AT REINFOR(EING FABRIC TO AS-T3O4
COMMENCING WORK TTK CONTRACTOR SHALL BE LEAST 9B % RELATIVE COMPACTING AS MEASURED BY THE MH PROVIDE TIE BARS TO MATCH VERTICAL REINFORCEMENT 1601
CIVIL, DRAWING INDEX RESPONSIBLE FOR ANY DAMAGE TO EXISTING SERVICES STANDARD METHOD DESCRIBED IN AS-1289 x 609 LEG)
WHETHER SHOWN ON THE DRAWINGS OR NOT CZEAR" oA V(&TATWN
DRAWING NO. DRAWING DESCRIPTION El. ALL EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE (IT. DOWEL BARS SHALL BE GROUND IF NECESSARY TO REMOVE V' NH I -A+N 'I-4u HI I ARRIEDOUT BEYOND THE EXTENT M10. PR09IDE VERTICAL CONSTRUCTION JOINTS AT Am MAX. (YRS.
(001 DRAWING INDEX AND STANDARD NOTES 610. ALL WORK SHALL CONFORM WITH THE RELEVANT LOCAL WITH AS-3798 WITH LEVEL 1 GEOTECHNUL SUPERVISION ANY PROJECTIONS. BURRS. Et(. rn 'IL' W OR WIIf PE NECESSARY FOR SERVICES TO T' APPROVAL OF THE ENGINEER UNLESS OTHERWISE
AUTHORITY S SPECIFICATIONS AND REQUIREMENTS AND CERTIFICA'ION FV.i^5'd'H,IIU 710 WRITTEN APPROVAL OF THE DE'A.ED NOTED OR SPECIFIED
(OD CONCEPT INTEGRATED WATER MANAGEMENT PLAN
(12. MINIMUM LAP OF REINFORCEMENT TO BE AS SHOWN ON SU-` MLR+G5'
COIL PAVEMENT PLAN E8. EARTHWORKS TESTING SHALL BE CARRIED OUT BY THE DRAWINGS NIT. PROVIDE REINFORCEMENT AS NOMINATED ON PLAN
CONTRACTOR IN ACCORDANCE WITH AS-3798 POSITIONED CENTRALL Y WITHIN THE BLOCK CAVITY UNLESS
(BE SECTIONS AND DETAILS SHEET I
C13. BAR CHAIRS. DISTRIBUTION REINFORCEMENT EI(C TO BE OTHERWISE DETAILED. NOTED DR SPECIFEO
(816 SECTIONS AND DETAILS SHEET 2 E9. THE CONTRACTOR SHALL PROVIDE CERTIFICATION FROM AN PROVIDED TO THE SATISFACTION OF THE ENGINEER
CR90 DRIVEWAY TURNING PATHS SLEET I FIRED QUALIFIED ENGINEER THAT THE WHOLE OF THE
SI I E DI',SCRII'I ION EARTHWORKS AND GEOTECHNI(AL SUPERVIS'ON COMPLIES (IL. ALL (ONCRE TE FALLS ARE TO BE CONFIRMED WITH
(R91 DRIVEWAY TURNING PATHS SHEET 2
LOT II WITH AS-3798 FOR LEVEL I SUPERVISION HYDRAULIC CONSULTANT 8 ARCHITECTS DRAWINGS
NO IFICAiiON AND INSPI':C11ON I'ROI O('OI,S
SP 179819
C15. NO PENETRATIONS ARE ALLOWED GREATER THAN 6N. OR EMPIRE EN(1EEAING IS RESPOWS&E FOR UA5NG WITH THE (OUCL DELEGATE AT THE KEY JOINT INSPECTIONS AND TIE CONTRACTOR
SITE AREA 116.729711 CONDUITS (AST INTO SLABS GREATER THAN 500 WITHOUT SHALL LIVE SUFFICIENT NOTICE, AS FOLLOWS
PERMISSION FROM !HE ENGINEER IT. PRE-START MEETING IMANOATORYI - MN. S WORKING, DAYS
2, KEY CONSTRUCTION ACTIVITY NSPE(TIONS (REFER BELOW) - MK N HOURS
3. ON MAINTENANCE NSPE(TNXN (W)ERE SPE('D BY (OUKL Al THE PRE-START MEETIGI - MN- S WORKING DAYS
A, OF MANTENAMEE INSPECTION IWMEN SPE('D BY (DUNEL AT THE PRE-START MEETING) - MN. S WOIIOIG OAYS
S. EMPIRE ENGNEERNG IS LIKELY TO CONDUCT RANDOM SITE VISITS AT THEIR DISCRETION AS NECESSARY - NO NOTICE
NOTD REFER TO ARCHITECTURAL SRfffKA TDNH
FOR ALL SET OUT DIENSIOVS, FI05NI11GS, 1(I':Y GUNS I KI,'CI TUN AC I'IVI l'Y INSPECTIONS
FLASIINGS, WAT(RPRODNGS. ETC.
KEY CONSTRICTION ACTIVITIES TO BE NSPE(IED INCLUDE BUT NOT LIMITED TOI Till FOLLOWING
• BULK EARTHWORKS NSPE(IION STRIPPED TOPSOIL VISUAL AND PROOFROLL. SEDIMENT AND EROSION CONTROL MEASURES ARE
USED AND MAINTAINED. ADEQUATE STRP MOOING WIDTH TO RETANNG WALLS. CONTRACTOR TO SLM1 (OR AND DENSITY TEST
RESULTS CO PLIANT WITH AS3791
• SUB-GRADE BOX INSPECTION VISUAL AND PRODPROLL. CONTRACTOR TO SUBMIT (2R AND DENSITY TESL RESULTS
• PRE-SEAL INSPECTION MEASUREMENT. STRNOA1E, VISUAL AND PROOFROLL. CONTRACTOR TO SUBMIT CBR AND DENSITY TESL
PRE.-S I ART MEETING RESULTS
• CONCRETE PAVEMENT NSPECTIONS STEEL INSPECTION. MEASUREMENT
IT IS A COANTDN O THIS DEVELOPMENT STORMWATER OUTLET COPLIANCE WITH THE DRAWINGS. PRIOR 10 COwLN(NG PPE LAYING UPSTREAM
THAT A COMBINED PRE- START MEETING FOR • BID-RETEN1UH AS PER INSPECTION CHECKLIST S-3) O HEALTHY WATERWAYS -WSID TECHNICAL GU&IES N SEQ-
BOTH EIK1fERFG AND LANDSCAPE WORKS LNDERGROUD PIPES/CULVERTS (MECK BEDDING, AND ALIGNMENT PRIOR TO BACKFLL AND COMPACTION OF TRENCHES
BE MELD PRIOR TO (OFEEMEND WORKS. • CONTRACTOR RESPONSIBLE FOR ((TV SURVEY ON ANY COUNCIL UTILITIES TRAVERSING TIE SITE AND COMPILING THE DIELAPIDATION
CONTRACTOR TO GIVE 5 DAYS NDfKE SO REPORT ON STREET FRONTAGE AND ADJACENT PROPERTY ASSETS FOR RILE-START MEETING SIUBMISSION
THAT A PRE-START MEET" CAN BE
PRELIMINARY
ANTHONY CORKLL SFD SFD NOVEMBER 2010 AS NOTED
DRAWING INDEX AND STANDARD NOTES
na• n
RE PROPOSED RESIDENTIAL DEVELOPMENT
17 GRANT STREET,
Job Rot No DKO ring No , Issue
Out, Off
1 I N C,
NOOSA HEADS, OLD SC-2930 0001 A
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