Council archive · source document
MCU10/2065 Response to information request
PROPOSED RESIDENTIAL DEVELOPMENT
17 GRANT STREET, NOOSA HEADS
for ANTHONY CORKILL
GGYR L (ARTS COMIl fOOTIK / fOLWDA IA7N PREPARATpV ClIERf(f BLIXK MAS(WP(
READ THESE DRAWINGS IN CONJUNCTION WITH EL 'RIOa ICI ,,MMEN[EMENT OF ANY CUTTING OR FILLING. X[1 JN;RE'L WORK AND REINFORCEMENT TO BE EXECUTED II 115 F'AR.I `A' II`I ILO WIIA' 115 I II'W TIC BUILDING BY HI. AI'. nl - 1 I I I ' l l ' . ^V: ' v, 10 BE EXECUTED
ARUM IEL7 URAL AND OTHER ENGINEERING DRAWINGS AND s7R ' VIII A':ON AND TOPSOIL FROM AREAS TO BE CUT III A LJL:ANII W17E TIE RELEVANT S.A.A (ODES AND VIMOVAI I . A'Ir CI'.III I It.I AINRI'.I ILRGANI( AND/OR I I I A I j, AN ,III If I 1,INI -:'TEETHl DI
rI II II AIIOHS AND WITH SUCH OTHER WRITTEN +" ltD I A MINIMUM DEPTH OF "MM vJPIFAT -NS ', -'ARTICULAR THE CURRENT EDITION Of IIJOHIIA',II "AI '-R 0.11, MAT NIIIHI1 LOMPAI TION
15.1 UL LIONS AS MAY BE ISSUED AS 1608 AS 3700 . S.A.A MASONRY CODE
E2. REFER TO THE GEOTECHNICAL REPORT REGARDING REMOVAL F7. DI119N ;II '.1 ANTI Al STIFFENING BEAMS TO BEAR A5^4455 . LON(RI. TI MASONRY UNITS
G2. VERIFY SET OUT DIMENSIONS SHOWN ON THE DRAWINGS AND REPLACEMENT OF EXISTING FILLING MATERIAL. THIS ON I I NIIn IIIIA MI
A'I:IAI WITH MINIMUM SAFE BEARING AS 36'0 - SAA IONEVEII STRUCTURES CODE
BEFORE SITE WORKS CONSTRUCTION AND FABRICATION NOTE SHALE APPLY TO THE SUBGRADE UNDER ALL PRI 'I91 A Nn n I w 151 TABIZ BI10W OS )699 MA50NNY WAIL TIES
COMMENCES. REFER ANY DISCREPANCY TO THE ENGINEER DRIVEWAYS INCLUDING UNDER FILL BATTERS. FOLLOWING THE C3. COHERE If IESIING 10 CONFORM WITH THE ACCEPTABILITY AS2699.2- MASONRY CONSTRUCTION,
BEFORI PROCEEDING WITH THE WORK SITE STRIP AND DRIVEWAY SET OUT YVE ENGINEER SHALL REOUIRIMINTS OF THE CURRENT EDITION OF AS-3600 F3. COMPACT FOUNOANON OILOW IN IIIAI.11 II I Ad. 10 THE ACCESSORIES
Of CALLED TO SITE TO DETERMINE THE PRESENCE OF ANY STANDARD 01 COMPACTION FOR fill II,1DII ". AT. Gk
53. DO NOT OBTAIN DIMENSIONS BY SCALING FROM THE EXISTING FILL UNDER DRIVEWAYS AND ASSOCIATED CA. THE CONCRETE SLUMP SHALL NOT BE LESS THAN 75-m AND FOOTINGS HEREUNDER UNLESS NOIl1 III.' RW tl M2. 'CLEAN OUT 111110''. IJ BI II',lu AI IIA'J 111114 JOUST
DRAWINGS BATTERS. PROVIDE A BACKHGE FOR THE TEST PIT NOT MORE THAN IOU.. EACII ELOOR AND All MARIAN ID BL IIIHGVCp 1717M lOa:S
EXPLORATION. THE ENGINEER MAY DIRECT EXISTING LOOSE EN. SAND FITTING UNDER SI ABS ON FOOTINGS SHALL BE PLACED PRIOR TO CONCRE IE R.1N4
G4. ALL WORKMANSHIP AND MATERIALS SHALT BE IN FILL TO BE REMOVED AND RECOMPACTFO C5. ALL CONCRETE 15 TO BE VIBRATED IN A TRADESMAN LIKE N MAX. 200mm LAYERS IUN(OMPA( I ED DEPT FIT COMPACTED
ACCORDANCE WITH THE CURRENT S.A.A CODES AND IHE MANNER. NO WATER BE ADDED ON SITE N ACCORDA(NCE WITH AS 1219 (DENSITY INDEX TO BE MI. CONCAEIE MIX USED 10 FILL CAVITY TO HAVE
BY-LAWS AND ORDINANCES Of 1H[ RELEVANT BUILDING E3. COMPACT AND PROOF ROLE ALL PREPARED SUBGRADE GREATER THAN 70% N ACCORDANCE WITH AS-1289 (HARA( TLRISTIC COMPRESSIVE STRENGTH OF 20MPa IF 0.
AUTHORITY AREAS PRIOR TO PLACING ANY FILLING. COMPACTION SHALL C6. MIN. (LEAR COVER TO ALL REINIORCCMENT IUNLESS SHOWN MAXIMUM SLUMP 210mm, MAXIMUM AGGREGATE SIZE 6mm
BE 95% RELATIVE COMPACTION AS MEASURED BY THE OTHERWISEI TO BE IN ACCORDANCE WITH REOUREMENTS OF F5. FILL MATERIAL OTHER THAN SAND la. GRAVEL. DECOMPOSED MAXIMUM 6 COURSE HEIGHT PLACED AT ONE IIMEI
G5, IHI `%I1LiII RAI W'IiUY ',IIOWN ON THE DRAWINGS HAS STANDARD METHOD DESCRIBED IN AS-1289 AS 3600 AS NOTED IN THE GWGS ROCK OR BROKEN ROCK FREE FROM ORGANIC MATERIAL AND
BEEN L'I LNII': I'Li III' IlIAOS SET OUT IN THE TABLE LUMPS OF CLAY) UNDER SLABS OR FOOTINGS TO BE M4. BLO(KWORX MUST NOT BE BUI I ON CONCRETE SLABS UNTIL
BELOW o, a uFUr.NI will AS 1170 PARIS B 2 E6. ALL hi LING SHALL BE CLEAN EXCAVATED MATERIAL FREE C7. CONSTRUCTION 10INTS, WHERE NOT SHOWN SHALL BE COMPACTED 10 ACHIEVE A DENSITY RATIO (CALCULATED BY FORMWORK SUPPORTING SAME HAS BEEN REMOVED
FROM TOPSOIL AND VEGETATION. THE EXISTING SITE WON LOCATED 10 THE APPROVAL OF THE ENGINEER AS.1289I OF NOT LESS IHAN 98% AT MAXIMUM DRY
G6. FORTY EIGHT 1481 HOURS NOTICE MUST BE GIVEN TO THE MATERIALS MAY CONTAIN ROCKS AND COBBLES AND THESE DENSITY AS 0111IMN)U BY AS 1289 HIS. MORTAR TO BE MIXED IN PROPORTION OF 1.01.06.0
ENGINEER PRIOR TO ANY CONCRETE POURS OR OTHER SHALL BE EXCLUDED OVER 100- NOMINAL SIZE IN ANY (B. ALL 1DNCSETE SHALL BE AOF:;L A- _I` VURAilD INTO CEMENT HYDRATED LIME SAND TOR EQUIVALENT CEMENT
5MILADA CRUCIAL PHASES OF CONSTRUIIION EXISTING MATERIAL USED AS FILLING PLACE AND :CRED CONTINUCI,',LY -DR 101 S THAN F6. PROOF ROLL THE FOUNDATION A', Ia9 AND SAND MORTAR WITH PLASTICISER) AND MORTAR
SEVEN III DAYS IN AN APPRULF I YANVIN RECONSTRUCT AREAS THAT 111 Ar 1 11 ild EVIDENCE COMPRESSIVE STRFNGT,I AT 20 DAYS TO BE 2OMPA MINIMUM
G7. PROVIDE SUBSOIL DRAINS AS SHOWN ON T-PICA- ES. ANY IMPORTED FILLING MATERIAL REQUIRED TO MAKE UP OF MOVEMENT UNDER III[ 15011 III,.
SLIT. I,OCAI'ION PLAN SE C [IONS MAYBE OMMITTED WHERE STURPWA Tf Il PIPES SHORTFALLS IN QUANTITIES SHALL BE CLEAN SOIL MATERIAL C9. SYMBGtS ON DRAWINGS FOR GRADE & TYPE OF M6 CHARA( TERISIIC COMPRESSIVE STRENGTH OF BLOCK Iut
ARE SHOWER ON HYORAUI'1C CONSIUI IAN'S ITVAWINGS FREE FROM TOPSOIL, VEGETABLE MATTER AND OTHER REINFORCEMENT ARE AS FOLLOWS - FT. CONSTRUCT FOOTINGS UNDER ALL LOAD BEARING WALLS 15 MP9 V NO.
SITE ADDRESS 17 GRANT STREET. NOOSA HEADS, OLD, 4561
DELETERIOUS MATERIAL. THE FILLING SHALL BE FREE FROM FTYRI(ALI
NITS
G. NOTIFY All RELEVANT AUTHORITIES PRIOR TO COBBLES OR ROCKS IN EXCESS OF TOOmm NOMINAL SIZE. THE R DENOTES STRUCTURAL GRADE 230 PLAIN M1. COVER TO REINFORCEMENT 201 MN. FROM INSIDE FACE OF
COMMENCEMENT OF WORK WITHIN EXISTING ROAD MATERIAL SHALL HAVE A MINIMUM SOAKED (OR OF AT ROUND BAR TO AS-4671 F. LAP AND CORNER BARS EOUIVALENT 10 THE REINFORCEMENT BLOCK U.N.O.
REST ICVES LEAST K N DENOTES HOT ROLLED GRADE 500 IN THE FOOTING TO BE PROVIDED At CHANGES IN DIRECTION
DEFORMED BAR TO AS-4671 AND TUN ZION OF FOOINGS MIN PROVIDE STARTER BARS TO MATCH VERTICAL
fig. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL E6. ALL FILLING SHALL BE PLACED N MAXIMUM 2OOmm LOOSE SL DENOTES HARD DRAWN WIRE REINFORCEMENT 1600 r 410 LEG)
EXISTING SERVICES WITHIN THE SITE PRIOR TO LATER THICKNESS WITH EACH LAYER COMPACTED TO AT REINFORCEING FABRIC TO AS-1104
COMMENCING WORK. THE CONTRACTOR SHALL BE LEAST 98 % RELATIVE COMPACTING AS MEASURED BY THE M9, PROVIDE fit BARS TO MATCH VERTICAL REINFORCEMENT 1600
CIVIL DRAWING INDEX RESPONSIBLE FOR ANY DAMAGE TO EXISTING SERVICES STANDARD METHOD DESCRIBED IN AS-1289 600 LEST
WHETHER SHOWN ON THE DRAWINGS OR NOT CLEARIAO OF VEGETATpN
DRAWING NO. DRAWING DESCRIPTION E7. Al
.IRK, - 1:r 111. '151. 111
A.L BE CARRIED OUT IN ACCORDANCE DOWEL BARS SHALL BE GROUND IF NECESSARY TO REMOVE ARMED OUT BEYOND THE EXTENT M10. PROVIDE VERTICAL CONSTRUCTION JOINTS AT 6m MAX. (IRS.
COT DRAWING IFOEX AND STANDARD NOTES GTO. ALL WORK SHALL CONFORM WITH THE RELEVANT LOCAL WIT- A I:Y'. U-r _EVEL I GEOTECHNICAL SUPERVISION ANY PROJECTIONS. BURRS. ETC. ' I A-,., i1.. nR -FIE NECESSARY FOR SERVICES TO IN APPROVAL OF THE ENGINEER UNLESS OIMERWISE
AUTHORITY'S SPECIFT(A TIONS AND REQUIREMENTS ANC.-c: N ', iI,5 W 'IOTA 'HC WRITTEN APPROVAL OF THE DETAILED, NOTED OR SPECIFIED
CO11 CONCEPT INTEGRATED WATER MANAGEMENT PLAN
(12. MINIMUM LAP CF REINFORCEMENT TO BE AS SHOWN ON S,1'IR N'V,;ENI
0111 PAVEMENT PLAN ES. EARTHWORKS TESTING SHALL BE CARRIED OUT BY THE ORAWINCS MIT. PRC, 1 Ni , . ... , 'IATEO ON PLAN
(115 SECTIONS AND DETAILS SHEET I CONTRACTOR IN ACCORDANCE WITH AS 3798 PO', - .%- I N', r E BLOCK CAVITY UNLESS
C13. BAR CHAIRS, DISTRIBUTION REINFORCEMENT [I(, TO BE QT,. U'»I'; A I' ',P[(NRD
CII6 SECTIONS AND DETAILS SHEET 2 E9. THE CONTRACTOR SHALL PROVIDE CERTIFICATION FROM AN PROVIDED TO THE SATISFACTION OF THE ENGINEER
Co" DRIVEWAY TURING PATHS BEET I RPEO QUALETD ENGINEER THAT THE WHOLE OF THE
S1 11' IM: SCRIP I ION EARTHWORKS AND 6FOTEC HNCAL SUPERVISION COMPLIES CIA.. ALL CONCRETE FALLS ARE TO BE CONFIRMED WITH
(091 DRIVEWAY TURNNK PATHS $EET 2 WITH AS-3798 FOR LEVEL I SUPERVISION HYDRAULIC CONSULTANT & ARCHITECTS DRAWINGS
LOT 11
NOTIFICATION AND INSI'I:('IION PRO IO('OIS
SP 179179
C6. NO PENETRATIONS ARE ALLOWED GREATER THAN 1510, OR EMPIRE ENGIEENNG IS RESPONSIBLE FOR LIASNG WITH THE (0(MCIL DELEGATE AT TIE KEY 30NT 16P((TINS AND THE CONTRACTOR
SITE AREA 026129,' CONDUITS CAST INTO SLABS GREATER THAN 500 WITHOUT SMALL GIVE SUFFICIENT NOTICE. AS FOLLOWS
PERMiss OON FROM I"( ENGINEER 1. PRE-START MEETING, IMAIBATORYI - MN. S WORKING DAYS
2. KEY CONSTRUCTION ACTIVITY INSPECTIONS (REFER BELOW) - MINA 46 HOURS
3. ON MAINTENANCE INSPECTION (WHERE SPEC'D BY COUNCIL AT THE PRE-START FECTIG) - MIL S WORKING DAYS
4. OFF MANTENAN(E INSPECTION )WHERE SPECIE BY COUNCIL AT THE PRE-START MEETING) - MINA 5 WORKING DAYS
S. EMPIRE ENGIEERIG IS LIKELY TO CONDUCT RANDOM SITE VISITS AT THEM DISCRETION AS NECESSARY - NO NOTICE
NOTE REFER TO ARCHITECTURAL SPECIFICATION
FOR ALL SET OUT DIMENSIONS. FRANKS. KEY CONSI R1 V1 ION ACTIVITY INSI'ECI'IONS
FLASFIKS. WATERPROOFNGS, EEC.
KEY CONSTRUCTION ACTIVITIES 10 BE NSPE(I(0 INCLUDE NUT NOT LIMITED 101 THE FOLLOWING
• BULK EARTHWORKS INSPECTION STRIPPED TOPSOIL VISUAL AND PROOFROLL. SEDIMENT AND EROSION CONTROL MEASURES ARE
USED AND MAINTAINED, ADEQUATE STRIP F00106 WIDTH TO RETAING WALLS. CONTRACTOR TO SE IT (BR AND DENSITY TEST
RESULTS COMPLIANT WHIN AS)791
• SIB-GRADE BOX INSPECTION VISUAL AND PROOFROLL. CONTRACTOR TO SUBMIT (BR AND DENSITY TEST RESULTS
• PRE-SEAL INSPECTION MEASUREMENT. STRIKE(, VISUAL AND PAOOFROLL. CONTRACTOR TO SUBMIT (BR AND DENSITY TEST
PRE-SIARI MELIING RESULTS
• CONCRETE PAVEMENT INSPECTIONS STEEL INSPECTION. MEASUREMENT
If IS A COALITION OFTIE DEVfL0PFEN( • STORMWATER OUTLET COMPLIANCE WITH THE DRAWINGS. PRIOR TO COMMENCING PPE LAYING UPSTREAM
(MA I A COB/ED PRE-START NEfTNG FOR • RIO-RETENTION AS PER INSPECTION CHECKLIST 5.31 O IEALINY WATERWAYS "WSUD TECHNICAL GUDLRES N SED-
BOTH ENGINEERING AND LANDSCAPE WORKS • UUERGAOUNO PPES/((AVERTS CHECK BEDDING AND ALIGNMENT PRIOR TO BACKFLL AND COMPACTION OF TRENCHES
BE HELD PRIOR TO COFIENCNG WORKS. • CONTRACTOR RESPONSIBLE FOR ((TV SURVEY ON ANY COUNCIL UTLI7ES TRAVERSING THE SITE AND COMPILING THE DILAPIDATION
CONTRACTOR TO GIVE S DAYS NOTICE SO REPORT N STREET FRONTAGE AND ADJACENT PROPERTY ASSETS FOR PRE-START MEETING SUBMISSION
THAT A PRf-S TART MEETING CAN BE
ARRANGED WITH COWX
PRELIMINARY
^__ - '+nw,rWa•Tw wrr.'n.:. :
ANTHONY (DRKLL NOVEMBER 2010 , AS NOTED
WWNN •tlb ff-ne.' a• «„r•, .r .rnA, •e'. l[ EMP ! RE
C N C. I N E E R N G
PROPOSED RESIDENTIAL DEVELOPMENT
17 GRANT STREET.
DRAWING INDEX AND STANDARD NOTES Job Reg No
SC-2930
Drawng No . Issue
0001 A
Ns. A•N+WAWAI DNI• OI ,, , .. Ate.... war w uwA NOOSA HEADS. OLD
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