Original source · versioned page text
Attachment B -Proposal Plans
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn SITE WORKS - ACCESS & SAFETY
LEGEND 19 1. ALL WORKS ARE TO BE UNDERTAKEN IN A SAFE MANNER
IN ACCORDANCE WITH ALL STATUTORY AND INDUSTRIAL
RELATION REQUIREMENTS.
2. ACCESS TO ADJACENT BUILDINGS AND PROPERTIES
SHALL BE MAINTAINED AT ALL TIMES.
LINE OF EXISTING DWELLING 3. WHERE NECESSARY SAFE PASSAGE SHALL BE PROVIDED
FOR VEHICLES AND PEDESTRIANS THROUGH OR
ADJACENT TO THE SITE.
ACCESS TO NOOSA PARADE
OUTLINE OF PROPOSED
BUILDING SHAKER GRID MAINTENANCE
• THE TEMPORARY ACCESS SHALL BE MAINTAINED IN A
CONDITION THAT PREVENTS TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHTS OF WAY.
• THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADJOINING DWELLINGS / ADDITIONAL GRAVEL AS CONDITIONS DEMAND AND REPAIR
CONTEXT AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT.
• ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED
SITE ACCESS ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED
IMMEDIATELY.
• INSTALL BARRIER ON EITHER SIDE OF SHAKER GRID TO
SEDIMENT & EROSION CONTROL LEGEND ENSURE VEHICLES ARE GUIDED ON TO THE PAD.
• INVERT OF SHAKER PAD TO BE DRAINED VIA AGRICULTURAL
1 SEDIMENT BARRIER FENCE PIPE WRAPPED IN GEOTEXTILE.
Refer to Detail
2 LITTER AND WASTE CONTROL PEDESTRIAN SAFETY MEASURES
All hard waste and litter must be stored on site to prevent any materials from LW
entering the stormwater system and adjacent areas by wind or water action. SITE FENCING TO BE PERMANENT AROUND THE CONSTRUCTION SITE
SKIP CHAINWIRE PERIMETRE FENCING.
WHILST TRUCKS ARE REVERSING INTO THE WORK ZONE,
3 SINGLE GRAVELLED ENTRY / EXIT BIN LW ALL GATES TO BE LOCKED AT THE
TRAFFIC MANAGEMENT PERSONNEL WILL MANAGE
Restrict vehicle access to one entry/ exit point. adding gravel to the access END OF EACH DAY.
point to allow all weather entry / exit, to reduce the amount of soil carried of
PEDESTRIANS IN THE VICINITY OF THE SURROUNDING
the site by vehicels, and to provide a perminent base for the driveway. RESORT DWELLINGS.
SEDIMENT & EROSION CONTROL
STAR PICKETS AT 1. THE CONTRACTOR SHALL INSTIGATE ALL SEDIMENT AND
3.0 METRE CENTRES EROSION CONTROL MEASURES IN ACCORDANCE WITH
APPROVED GEOTECHNICAL
RELEVANT REGULATORY REQUIREMENTS.
FILTER FABRIC 2. THE SEDIMENT & EROSION CONTROL PLAN PRESENTS
DELIVERY DROP CONCEPTS ONLY, THE CONTRACTOR SHALL AT ALL TIMES BE
OFF ZONE RESPONSIBLE FOR THE ESTABLISHMENT & MANAGEMENT OF
500 MIN.
FILTER AGGREGATE
A DETAILED SCHEME MEETING COUNCIL'S DESIGN, AND ALL
OTHER REGULATORY AUTHORITY REQUIREMENTS.
3. WHERE PRACTICAL, THE SOIL EROSION HAZARD ON THE
200
SITE SHALL BE KEPT AS LOW AS POSSIBLE. TO THIS END,
WORKS SHOULD BE UNDERTAKEN IN THE FOLLOWING
100
SEQUENCE:
a. INSTALL ALL TEMPORARY SEDIMENT FENCES AND
BARRIER FENCES. WHERE FENCES ARE ADJACENT TO EACH
SILT FENCE BARRIER DETAIL CONSTRUCTION OTHER THE SEDIMENT FENCE CAN BE INCORPORATED INTO
NOT TO SCALE THE BARRIER FENCE.
MATERIAL b. CONSTRUCT TEMPORARY STABILISED SITE ACCESS.
STORE INCLUDING SHAKE DOWN AND WASH PAD.
LINE OF EXISTING DWELLING c. INSTALL SEDIMENT CONTROL MEASURES AS OUTLINED ON
CONSTRUCTION MANAGEMENT NOTES ON GROUND FLOOR THESE SEDIMENT AND CONTROL PLANS (ONCE APPROVED).
4. THE CONTRACTOR SHALL UNDERTAKE SITE DEVELOPMENT
1. NO VEGETATION OR GRASS COVER IS TO BE REMOVED EXCEPT WITHIN WORKS SO THAT LAND DISTURBANCE IS CONFINED TO
AREAS OF NEW CONSTRUCTION
AREAS OF MINIMUM WORKABLE SIZE.
2. INSTALL HAY BALES OR SEDIMENT CONTROL FENCING AS NECESSARY TO 5. AT ALL TIMES AND IN PARTICULAR DURING WINDY AND DRY
ENSURE THAT SILT FROM ANY DISTURBED AREAS IS TRAPPED ON-SITE
WEATHER, LARGE, UNPROTECTED AREAS WILL BE KEPT
3. PROVIDE BARRIERS AROUND ALL CONSTRUCTION WORK ON THE FOOTPATH MOIST (NOT WET) BY SPRINKLING WITH WATER TO KEEP
AREA TO PROVIDE SAFE EXTERNAL ACCESS FOR PEDESTRIANS
DUST UNDER CONTROL. TACIFIERS MAY BE USED TO
4. ALL WASTE MATERIALS ARE TO BE REMOVED FROM SITE OR STOCKPILED CONTROL DUST DURING EXTENDED PERIODS OF DRY
WITHIN THE SITE PRIOR TO REMOVAL. WEATHER.
5. ALL CONSTRUCTION MATERIALS & SITE SHEDS ARE TO BE KEPT 6. ANY SAND USED IN THE CONCRETE CURING PROCESS
WITHIN THE SITE AT ALL TIMES.
(SPREAD OVER THE SURFACE) SHALL BE REMOVED AS SOON
AS POSSIBLE AND WITHIN 10 WORKING DAYS FROM
SOIL & WATER MANAGEMENT NOTES PLACEMENT.
7. WATER SHALL BE PREVENTED FROM ENTERING THE
1. WHEREVER POSSIBLE, EXISTING VEGETATION & GRASS COVER IS PERMANENT DRAINAGE SYSTEM UNLESS THE CATCHMENT
TO BE LEFT UNDISTURBED AREA HAS BEEN STABILISED AND/OR ANY LIKELY SEDIMENT
2. REMOVAL OR DISTURBANCE OF VEGETATION & TOP SOIL SHALL BE HAS BEEN FILTERED OUT.
CONFINED TO WITHIN 3m OF THE APPROVED BUILDING AREA. 8. TEMPORARY SOIL AND WATER MANAGEMENT STRUCTURES
3. TEMPORARY SILT FENCE ( AS SHOWN ) TO BE INSTALLED PRIOR TO THE SHALL BE REMOVED ONLY AFTER THE LANDS THEY ARE
COMMENCEMENT OF ANY EARTHWORKS AND MAINTAINED THROUGHOUT PROTECTING ARE STABILISED / REHABILITATED.
THE CONSTRUCTION PERIOD. AND PARTICULARLY AFTER STORM EVENTS. 9. THE CONTRACTOR SHALL ALLOW FOR THE ESTABLISHMENT
PROPOSED TREES TO BE
REMOVED SHOWN RED DASHED OF ANY OTHER EROSION PROTECTION MEASURES. (IF
APPLICABLE).
10. THE CONTRACTOR SHALL REGULARLY INSPECT (MINIMUM
TWICE PER WEEK) ALL EROSION AND SEDIMENT CONTROL
MEASURES TO ENSURE THEY ARE OPERATING EFFECTIVELY.
REPAIRS AND/OR MAINTENANCE SHALL BE UNDERTAKEN
REGULARLY AND AS REQUIRED, PARTICULARLY FOLLOWING
STORM EVENTS.
11. ACCEPTABLE RECEPTORS SHALL BE USED FOR CONCRETE
AND MORTAR SLURRIES, PAINTS, ACID WASHINGS, LIGHT-
WEIGHT WASTE MATERIALS AND LITTER. WASTE FROM
THESE RECEPTORS SHALL BE DISPOSED OF IN
ACCORDANCE WITH REGULATORY AUTHORITY
REQUIREMENTS. PAY ALL FEES AND PROVIDE EVIDENCE OF
PROPOSED TREES TO BE SAFE DISPOSAL.
RETAINED TYPICALLY SHOWN
PARKING AND HOURS OF OPERATION
• CONTRACTORS MUST PARK INSIDE THE BOUNDARIES OF
LOT 17. NO CAR SHALL BLOCK OR INTERFERE WITH THE
ACCESS PATH OF ANY NEIGHBOURING DWELLING.
• ALL HOURS OF WORK ARE TO BE IN ACCORDANCE WITH
THOSE PRESCRIBED IN COUNCILS CONDITIONS..
Client Address Drawn Scale
NOTE: GENERAL NOTES: NOTE:
WADLAND - AMENDED DA
All work to be carried out in accordance with the Building Code of Australia, all Local and Do not scale off the drawings unless otherwise stated and use figured DM 1 : 50@A1
All existing & overall dimensions are nominal & subject to verification on
site. where any discrepancy occurs between new work & existing State Government Ordinances, relevant Australian Standards, Local Electricity and Water dimensions in preference. All dimensions are to be checked and verified on site WADLAND 'THE HASTINGS' - LOT 17, 30 Check Issue
dimensions - existing dimensions/work should take preference where Authorities Regulations and all other relevant Authorities concerned. before the commencement of any work, all dimensions and levels are subject to
necessary - otherwise notify Innovate Architects Pty Ltd. All structural work and site drainage to be subject to Engineer's details or certification final survey and set-out. No responsibility will be accepted by this firm for any
variations in design, builder's method of construction or materials used,
HASTINGS ST, NOOSA HEADS GJ
Selected termite protection to be used on site in accordance with local
council's requirements, B.C.A and all relevant Australian Standards.
where required by Council. This shall include r.c. slabs and footings, r.c. and steel beams
and columns, wind bracing to AS 1170 and AS4055, anchor rods or bolts, tie downs, fixings
etc., driveway slabs and drainage to Council's satisfaction.
deviation from specification without permission or accepted work practices
resulting in inferior construction. Locate and protect all services prior to G MINOR CHANGE APPPLICATION APR 2022 BC
Project
Suite 9b, 32 Frederick Street
Oatley NSW 2223
T
F
02 9585 1855
02 9585 1844
M E M B E R Date
AUG 2020
G
All timbers to be in accordance with SAA Timber Structure Code AS1720 and SAA Timber construction. Drawing Title E [email protected]
F SKETCH OPTION FOR REVIEW MAR 2022 DM PO BOX 214 Oatley NSW
S Smoke detectors to comply with requirements of specification e1.7 (NSW) Framing Code AS 1684. All work to be carried out in a professional and workmanship like W www.innovate.com.au
Job Number Sheet
fire and smoke alarms shall comply with AS 3786 and be connected to the
main power supply.
manner according to the plans and specification. COPYRIGHT CLAUSE:
E
D
AMENDED DEVELOPMENT APPLICATION
AMENDED DEVELOPMENT APPLICATION
FEB 2022
OCT 2020
DM
DM ALTERATIONS AND CONSTRUCTION REGIST ERED ARCHIT ECT S
This drawing and design is the property of Innovate Architects Pty Ltd and C AMENDED DEVELOPMENT APPLICATION SEP 2020 DM
ADDITIONS TO EXISTING MANAGEMENT PLAN Nominated Architect
04
ISSUE
should not be reproduced either in part or whole without the written consent of Cameron Jones
B AMENDED DEVELOPMENT APPLICATION AUG 2020 DM 7143
this firm. 0 0.5 1 1.5 2 2.5
A
ISSUE
DEVELOPMENT APPLICATION
AMENDMENT
MAY 2020
DATE
DM
INT.
DWELLING
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLarge file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.