Council archive · source document
Attachment A - Proposal plans · 51983.3225.12
Plans and drawings: the text below has words only, no drawings.
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
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.
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2. ACCESS TO ADJACENT BUILDINGS AND PROPERTIES
2.
2.
SHALL BE MAINTAINED AT ALL TIMES.
LINE OF EXISTING DWELLING window window window
3. WHERE NECESSARY SAFE PASSAGE SHALL BE PROVIDED
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1
5
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FOR VEHICLES AND PEDESTRIANS THROUGH OR
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9.
9.
ADJACENT TO THE SITE.
ACCESS TO NOOSA PARADE roof line
OUTLINE OF PROPOSED
BUILDING Common Area SHAKER GRID MAINTENANCE
• THE TEMPORARY ACCESS SHALL BE MAINTAINED IN A
GTP 1154 CONDITION THAT PREVENTS TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHTS OF WAY.
• THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
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14
ADJOINING DWELLINGS / roof line
9.
9.
ADDITIONAL GRAVEL AS CONDITIONS DEMAND AND REPAIR
CONTEXT AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
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35
90
SEDIMENT.
2.
4.
1.
• ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED
SITE ACCESS ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED
wire fence
IMMEDIATELY.
• INSTALL BARRIER ON EITHER SIDE OF SHAKER GRID TO
SEDIMENT & EROSION CONTROL LEGEND ENSURE VEHICLES ARE GUIDED ON TO THE PAD.
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.4
• INVERT OF SHAKER PAD TO BE DRAINED VIA AGRICULTURAL
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1 SEDIMENT BARRIER FENCE PIPE WRAPPED IN GEOTEXTILE.
Group title boundary line
window
Refer to Detail
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4.
4.
2 LITTER AND WASTE CONTROL deck PEDESTRIAN SAFETY MEASURES
All hard waste and litter must be stored on site to prevent any materials from
entering the stormwater system and adjacent areas by wind or water action.
LW
18 SITE FENCING TO BE PERMANENT AROUND THE CONSTRUCTION SITE
SKIP CHAINWIRE PERIMETRE FENCING.
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WM WHILST TRUCKS ARE REVERSING INTO THE WORK ZONE,
BIN
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0
3
12
3 SINGLE GRAVELLED ENTRY / EXIT LW ALL GATES TO BE LOCKED AT THE
40
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TRAFFIC MANAGEMENT PERSONNEL WILL MANAGE
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9.
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.
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2.
2.
4.
4.
2.
2.
SEDIMENT & EROSION CONTROL
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window
STAR PICKETS AT 1. THE CONTRACTOR SHALL INSTIGATE ALL SEDIMENT AND
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3.0 METRE CENTRES EROSION CONTROL MEASURES IN ACCORDANCE WITH
Common Area
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
90 17 A DETAILED SCHEME MEETING COUNCIL'S DESIGN, AND ALL
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bottom of OTHER REGULATORY AUTHORITY REQUIREMENTS.
1.
1.
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3. WHERE PRACTICAL, THE SOIL EROSION HAZARD ON THE
2.
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2.
200
stairs
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SITE SHALL BE KEPT AS LOW AS POSSIBLE. TO THIS END,
2.
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9.
9.
WORKS SHOULD BE UNDERTAKEN IN THE FOLLOWING
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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.
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MATERIAL b. CONSTRUCT TEMPORARY STABILISED SITE ACCESS.
2.
2.
STORE INCLUDING SHAKE DOWN AND WASH PAD.
LINE OF EXISTING DWELLING c. INSTALL SEDIMENT CONTROL MEASURES AS OUTLINED ON
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CONSTRUCTION MANAGEMENT NOTES THESE SEDIMENT AND CONTROL PLANS (ONCE APPROVED).
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2. .17
ON GROUND FLOOR
2.
2.
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4. THE CONTRACTOR SHALL UNDERTAKE SITE DEVELOPMENT
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2.
1. NO VEGETATION OR GRASS COVER IS TO BE REMOVED EXCEPT WITHIN WORKS SO THAT LAND DISTURBANCE IS CONFINED TO
AREAS OF NEW CONSTRUCTION
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0
0
AREAS OF MINIMUM WORKABLE SIZE.
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9.
INSTALL HAY BALES OR SEDIMENT CONTROL FENCING AS NECESSARY TO
9.
2. 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
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40
WITHIN THE SITE PRIOR TO REMOVAL. roof line
9.
WEATHER.
9.
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.
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(SPREAD OVER THE SURFACE) SHALL BE REMOVED AS SOON
2.
4.
2.
window window AS POSSIBLE AND WITHIN 10 WORKING DAYS FROM
SOIL & WATER MANAGEMENT NOTES PLACEMENT.
Note- Deck encroaches 7. WATER SHALL BE PREVENTED FROM ENTERING THE
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wa
PERMANENT DRAINAGE SYSTEM UNLESS THE CATCHMENT
ck
1. WHEREVER POSSIBLE, EXISTING VEGETATION & GRASS COVER IS
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TO BE LEFT UNDISTURBED AREA HAS BEEN STABILISED AND/OR ANY LIKELY SEDIMENT
REMOVAL OR DISTURBANCE OF VEGETATION & TOP SOIL SHALL BE
into lot 17 HAS BEEN FILTERED OUT.
2.
CONFINED TO WITHIN 3m OF THE APPROVED BUILDING AREA. 8. TEMPORARY SOIL AND WATER MANAGEMENT STRUCTURES
window
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. deck
PROPOSED TREES TO BE 9. THE CONTRACTOR SHALL ALLOW FOR THE ESTABLISHMENT
REMOVED SHOWN RED DASHED OF ANY OTHER EROSION PROTECTION MEASURES. (IF
APPLICABLE).
16 10. THE CONTRACTOR SHALL REGULARLY INSPECT (MINIMUM
TWICE PER WEEK) ALL EROSION AND SEDIMENT CONTROL
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Note- Wall encroaches
2.
MEASURES TO ENSURE THEY ARE OPERATING See the original
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