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Attachment 1 - Amended Civil Engineering Plans
Plans and drawings: the text below has words only, no drawings.
LEVEL 1 PITCH
R.L. 11165
LEVEL 1 FCL
R.L. 11135 LINDSAY CONSULTING PTY
LTD
LEVEL 1 JOINERY
W W W
R.L. 10825 024 023 022 W
W
021 056
LEVEL 1 SFL
R.L. 8425 Connect all existing Dia 100 PVC downpipes to new drainage pipe
GROUND PITCH
R.L. 8065
GROUND FCL
R.L. 8035 Lowest Point IL 5.100
W W
013 012 W W W W W
New Dia 150 PVC SN8 drainage pipe to connect uphill to Lowest Point IL 4.730 011 010 009 008 007
lawful point of discharge
GROUND SFL
5325
GROUND PAD Existing Blocked up Waffle Slab
5000 Ground level
Dia 25mm PVC Conduit from IL of new drainage pipe to pit
New Dia 150 PVC SN8 pipe 2% gradient
Suspended off existing concrete/blockwork wall
300x300 Pit & rubble pit to receive Captive pipe release
slow release to empty captive pipe drainage pit only.
500mm wide x 500mm deep
x 7080mm long Rubble pit REAR ELEVATION
New Dia 150 PVC SN8 pipe 2% gradient
Suspended off existing
concrete/blockwork wall
Slow release Dia 25mm PVC Conduit from IL
of new drainage pipe to pit
Slab FFL 5.325
Rear Boundary
Current GL
Existing Dia 150 Sewer
approx 1.3 deep Captive pipe release drainage pit only.
500mm wide x 500mm deep x 7080mm
long Rubble pit
TYPICAL SECTION
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