Council archive · source document
Development Application - Part 3 of 3 - Plans · OPW11/0177
Plans and drawings: the text below has words only, no drawings.
LEGEND
INDICATES EXISTING SEWER RETICULATION
HABITAT PROTECTION FENCE TO BE ERECTED PRIOR TO INDICATES SITE BOUNDARY
J `^ \ COMMENCEMENT OF CLEARING WORKS PROVIDE SIGNAGE AT INDICATES EXISTING KERB & CHANNEL
I I
50m SPACINGS' ECOLOGICAL RESTORATION AREA • NO ACCESS
INDICATES SILT FENCE
1 I ^ ^ INDICATES PROPOSED EARTHWORKS CUT AREA
------- ALL WORKS TO BE CARRIED OUT IN STRICT ( )
---------------------- ACCORDANCE WITH APPROVED SETTLERS INDICATES CONSTRUCTION EXIT
------- COVE NOOSA RESIDENTIAL HIGH DENSITY
ENVIRONMENTAL MANAGEMENT PLAN (EMPI) INDICATES PROPOSED CBR15 BUILDING PLATFORM AREA
(
DATED 21 JULY 2005 BY WBM OCEANICS.
I I INDICATES EXISTING TELSTRA RETICULATION
IL I -ENH- INDICATES EXISTING OVERHEAD POWER
--330 INDICATES EXISTING CONTOURS
I 7 1 , I
- - - -- INDICATES BASEMENT WALLS
`'c - - - - - --- - Y
1 lY`y 1 I
- °,?a":•? -' ^` X
\X LOTS
LOT 7
BUILDING PAD RL 17.80
(FFL 18.00) BUILDING PAD RL 17.80
(FFL 18.00)
EXTENT OF BASEMENT WALLS
-ON h '_ / h I
P
1 I
HABITAT PROTECTION FENCE TO
BE ERECTED AROUND DRIP LINE
I 1
OF TREES TO BE RETAINED
EXISTING SHEET PILING TO
REMAIN IN PLACE UNTIL
BASEMENT CONSTRUCTION &
BACKFILL COMPLETE.
PROVIDE CONSTRUCTION - PROVIDE SILT FENCE - REFER
ACCESS REFER DETAIL
DETAIL
PROVIDE CONSTRUCTION
ACCESS - REFER DETAIL
SLAB LEVEL
FLOOR SLAB & BEDDING SAND
EARTHWORKS LAYOUT PLAN (NOM
it X
150mm CBR15 MATERIAL
(REFER NOTES)
SITE PREPARATION NOTES: NOTE:
FOLLOWING BULK EXCAVATION AN APPROVED CBRI5 MATERIAL SHALL BE IMPORTED TO
CONSTRUCT A WORKING PLATFORM A MINIMUM OF 150mm THICK PLATFORM TO BE COMPACTED ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO
TO 95% MOD ISTOI AS1289 El I CONSTRUCTION ANY DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT EARTHWORKS LEVEL SETOUT DETAIL
THE PLATFORM SHALL BE ROLLED WITH A 15 TONNE ROLLER ANY LOOSE SUBGRADE SHALL BE CONTRACTORS EXPENSE
EXCAVATED AND REPLACED WITH MATERIAL THAT WILL COMPACT TO AT LEAST THE STANDARD SCALE 110
BELOW
FILL FOR BENEATH THE SLAB SHALL BE GRANULAR SOUND MATERIAL, FREE OF WI'Y ORGANC
MATTER OR ANY MATERIAL THAT WILL NOT FORMA STABLE FILL EARTHWORKS NOTES: SHEET PILING NOTES:
PLACED IN 200mm MAX LAYERS AND COMPACTED IN CASE OF COHESNE MATERIAL TO A DRY I THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES DETAILED • ALL TEMPORARY AND PERMANENT SHEET PILING To BEDESKILO..DOCUMENTED NOCERTIEDBYTHESHEET
DENSITY RATIO OF 95%OF THE MAX DRY DENSITY AS DETERMINED BY TESTS E2.1 OF AS1289IN ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE PILING CONTRACTOR
CASE OF COHESIONLESS MATERIAL TO A DENSITY INDEX OF 75% AS DETERMINED BY TESTS E6 I OF THE SITE. • ALL SHEET PILING, WHALERS, GROLNCANCHORSETC TO BE OESIGNEDINACORDANCE WITH THE RELEVANT
OF AS1289 2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR AUSTRALIAN STANDARDS, LOCAL AUTHORITY REQUIREMENTS & PROVISIONS OF THE WORKPLACE HEALTH AND
ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIALS ANGLE OF REPOSE OR SHOREDVA FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FORTFEATMENT SAFETY ACT
SHEET PILING OR OTHER APPROVED METHODS. DETAILS • DESIGN LOADS DUE TO RETAINED SOIL. GROUND WATER ADJACENT STRUCTURES 8 SERVICES. SURCHARGES.
SUBGRADE DENSITY TO BE VERIFIED BY DCP TESTING TO ENGINEERS DIRECTION PRIOR TO 3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-1996 0 S 10 15 20 25m CONSTRUCTION TRAFFIC ETC ARE TO BE DETERMINED BY THE SHEET PILING CONTRACTOR IN LIASON WITH THE
FOOTING CONSTRUCTION 'GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS' I I I GEOTECHNICAL CONSULTANT
LEVEL ONE III SUPERVISION AND TESTING • ALL EXISTING SERVICES TO BE LOCATED ON SITE BY THE SHEET PILING CONTRACTOR ANY DAMAGE CAUSEDTO
4 ALL AORK'S TO BE COMPLETED IN ACCORDANCE WITH TATE PROFESSIONAL SCALE 1250 Al EXISTING SERVICES BY SHEET PILING OPERATION ARE TO BE RECTIFIED BY THE SHEET PILING CONTRACTOR
ENG,NEERS STANDARD SPECIFICATION • THE SHEET PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION DAMAGE OR OTHER
DEGRADATION OF ADJACENT STRUCTURES. SERVICES ETC DUE TO SHEET PILING OPERATIONS ANY SUCH
DAMAGE INCURRED IS TO BE RECTIFIED AT THE SHEET FILING CONTRACTORS EXPENSE
NOTE:g&YDRAWNGSMAREDFORCONSTRUCTIO`ANDBEAWON1ORIGIALSGATLESHALLBEUSEDFORCONSTRUCTIONIRIAPOSES Design: sH PROJECT DRAWING TITLE
TATE PROFESSIONALENG9fERSPTYLTD
Drawn: wR EROSION & SEDIMENT & EARTHWORKS PLAN & NOTES
FOR AP OVAL Dab: MAv AB.N.28 086 262 035
PROPOSED UNIT DEVELOPMENT
H<m:IrN
••... PROFESSIONAL ENGINEERS
ml E 3 945
BoxFirs
Tel;
1 t Avenue
Box 1092
2.
.
, Mabs. OLD
lool 7
53W Fax 7x77 610 t LOT 5 SERENITY CLOSE
Emai:[email protected]
°RAWINGNO S3000/08/15-61ES1
.. ,. ..., _.. ... .. ..
R.
Id
Shoo
...,,..
ORE vu .. . . . .....
web: ntpVMww.tWeLneLau
for CAPE BOUVARD PTY LTD
NTY a° - xscurran In 'Ko wPEa
Al SrIEE'SQE Cane Ref
D um x
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Development Application - Part 3 of 3 - PlansRelated documentApplication case desk ↗
About this file
- File size
- 4.0 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.