Original source · versioned page text
Attach G- Engineering Report
Attached to the e-mail MCU16/0012 - 5 Garnet Street Cooroy.
Original PDF page 21, section 1. The text section number identifies this passage in the reader.
SH H PROPERTY DESCRIPTION:
ME ES
ITH T M
X . W HOU FIX TO TOP OF STAKE WITH SITE ADDRESS: 3 GARNET STREET
A IT
FIX TO TOP OF STAKE WITH mM .W SHADECLOTH FASTENER COOROY QLD 4563
SHADECLOTH FASTENER 3.0 MAX
UNDISTURBED AREA m OR TIE TO STEEL PICKET
OR TIE TO STEEL PICKET 2.0 PROPERTY DESCRIPTION: LOT 14 RP845961
SL42 MESH TO AS1304 ORANGE SAFETY
PARISH OF TEWANTIN
0.60 MAX.
GEOTEXTILE FABRIC AND COUNTY OF MARCH
II
MESH AROUND TRAP
0.60 MAX.
GEOTEXTILE FABRIC AND SL42 MESH PVC PIPE SPACERS
SL42 MESH PROPERTY DETAILS: FREEHOLD TITLE
OV OVERLAND FLOW
ER
LA
OVERLAND FLOW ND 50 x 50 HWD STAKE OR STEEL
FLO
W PICKET 1200 MIN LONG
DRIVEN 600mm INTO GROUND
LEGEND
0.50 MAX.
0.20
GEOTEXTILE FABRIC AND SL42
MESH. LAB FABRIC 100mm SEDIMENT TRAP. MONITOR EXISTING PROPERTY BOUNDARY
DAILY OR AFTER HEAVY 50 x 50 HWD STAKE EXISTING EASEMENT BOUNDARY
BACKFILL 50 x 50 HWD STAKE DISTURBED AREA
RAINFALL AND CLEAN AS OR STEEL PICKET FILTER SOCK SIDE INLET TO REMAIN OPEN
OR STEEL PICKET REQUIRED 1200 MIN LONG EXISTING CONTOUR - MAJOR
NOTE: INLET SEDIMENT TRAP TO GULLY GRATE WRAPPED IN NON-WOVEN
1200 MIN LONG EXISTING CONTOUR - MINOR
BACKFILL 0.60 SQUARE BE PLACED ON ALL EXISTING FILTER FABRIC (MINIMUM BIDIM A34 OR
INLETS WITHIN 100m OF SITE APPROVED EQUIVALENT EXISTING BUILDING
EXISTING KERB AND CHANNEL
TYPICAL SEDIMENT FENCE SECTION TYPICAL SEDIMENT FENCE ELEVATION TYPICAL SEDIMENT TRAP SECTION TYPICAL SAG KERB INLET SEDIMENT TRAP SW EXISTING STORMWATER DRAINAGE
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE S EXISTING SEWER
HD EXISTING HOUSE DRAINAGE
W EXISTING WATER
E EXISTING ELECTRICAL
T EXISTING COMMUNICATIONS
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SW X X X X X X X X ABANDON EXISTING SERVICE
PROPERTY BOUNDARY
EASEMENT BOUNDARY
EXISTING TREE TO
SEDIMENT FENCE BUILDING
BE REMOVED
KERB
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KERB AND CHANNEL
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I I I I I I I CONCRETE FOOTPATH
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SW SW SW SW SW SW STORMWATER DRAINAGE
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RW RW ROOFWATER DRAINAGE
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SEDIMENT TRAP LOT 1 S S SEWER
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SEDIMENT TRAP HD HD HOUSE DRAINAGE
RP1866
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REMOVE EXISTING
CARBON DIOXIDE TANK CW CW WATER SUPPLY
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SEDIMENT FENCE
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RTW RETAINING WALL
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RL1.234 PROPOSED SURFACE LEVEL
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ALL EXISTING VEGETATION AND
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EROSION AND SEDIMENT CONTROL NOTES
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STRUCTURES (INCLUDING PILES) ON SITE TO
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BE CLEARED/DEMOLISHED AND REMOVED. 1. THE EROSION AND SEDIMENT CONTROL WILL COMPLY WITH:
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LOT 2
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PROPOSED BUILDING AND CARPARKING NOT - THE INSTITUTE OF ENGINEERS AUSTRALIA'S EROSION AND SEDIMENT CONTROL ENGINEERING GUIDELINES FOR QUEENSLAND
RP1866
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SHOWN FOR CLARITY CONSTRUCTION SITES - JUNE 1996.
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2. EXISTING GRASSED AREAS CLEAR OF EARTHWORKS TO BE MAINTAINED DURING CONSTRUCTION.
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3. PROVIDE EROSION CONTROL DEVICE 3M (MAXIMUM) DOWNSTREAM OF ALL STORMWATER DRAINAGE OUTLETS.
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4. ADDITIONAL CONTROL DEVICES SHALL BE PLACED, WHERE DIRECTED BY THE SUPERINTENDENT. ALTERNATIVE DESIGNS TO BE
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SEDIMENT FENCE
EMT B RP845961
APPROVED BY THE SUPERINTENDENT PRIOR TO CONSTRUCTION.
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5. ALL SEDIMENT AND EROSION CONTROL DEVICES TO BE CHECKED DAILY AND AFTER RAINFALL EVENTS BY THE CONSTRUCTION
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SITE SUPERVISOR. DEFECTIVE OR FULL DEVICES TO BE CLEANED AND REPAIRED AS REQUIRED.
LOT 14
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LOT 55 6. WOVEN WIRE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.
I 7. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 600MM AT TOP OF MID SECTION.
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C5602 RP845961 SW 8. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 150MM AND FOLDED.
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FENCE: WOVEN WIRE 14 GAUGE. 150MM MAXIMUM MESH OPENING.
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FILTER CLOTH: FILTER AS SPECIFIED (TERRAM 1000, POLYFELT TS 500 BIDIM U24 OR EQUIVALENT).
I PREFABRICATED UNIT: GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
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9. CONTRACTOR TO PROVIDE FAUNA SPOTTER TO LOCATE AND REMOVE WILDLIFE PRIOR TO START OF CONSTRUCTION.
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EROSION AND SEDIMENT CONTROL STAGING NOTES
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1. CLEARING/EARTHWORKS
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INSTALL DEVICES DOWNSTREAM OF ALL DISTURBED AREAS PRIOR TO START OF WORKS.
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SEDIMENT FENCE 2. TRENCHING/SERVICES
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MAINTAIN DEVICES DOWNSTREAM OF ALL TRENCHES. TRENCH MATERIAL TO BE REMOVED OR REPLACED IN TRENCH AS SOON
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AS POSSIBLE.
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3. ROADWORKS
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USE HAYBALES AND SAND BAGS ON GULLY GRATES PRIOR TO SURFACING.
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LOT 2
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4. FINAL
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CONSTRUCTION LEAVE ALL DEVICES IN PLACE UNTIL GRASS COVER IS SUFFICIENT TO PREVENT SCOURING.
RP108610
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ENTRY / EXIT
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300mm
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MIN.
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mM
NOMINAL
100mm
3.0
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10.
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0m
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SEDIMENT FENCE MIN
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