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Response to Council's Further Advice
R6
Polyethylene Foam
.0 m
Backing Rod
9.09m
Grass lined "V" Drain or Swale
30.00
20.00
10.00
40.00
0.00
m
3.0
TOP OF RTW2 RL=2.5m
m
2.0
Grass lined "V" Drain or Swale
QUEUING AREA
Existing Asphalt
Lot 401 Driveway
DN90 SN2 PVC-u Water Pipe
DN90 SN2 PVC-u Water Pipe
Lot 201
DN100 SN2 PVC-u Water Main
17.75m
4RP72903
50.00
2RP72903
60.00
66.96
69.94
Grass lined "V" Drain or Swale
300 Series Polypit &
Trash Screen
DN1
00 S 450 Polypit & 450
N2 P
60.00
m
VC-u Series SQID basket
Wat
3.0
STAIRS Hand Formed Concrete
er P DN90 SN2 PVC-u Water Pipe
ipe Headwall & Roof Water
DN100 SN2 PVC-u Water Pipe outlet & Frog Flap
300 Polypit & Lid DN150 SN2 PVC-u Water Pipe
Grass lined "V"
Drain or Swale
m
2.0
Lot 402
4RP77225
TOP OF RTW1 RL=2.5m
00
DN100 SN2 PVC-u Water Main
70.
Natural Soil Profile
DN 150/100 SN2 PVC Pipe & Frog Flap
Grass Lined "V' Drain
80.00
84.81
m
Grass or Turf Lining to Head Wall 300 Polypit & 300
1.0
Series SQID basket
CONC. HAND FORMED HEADWALL DETAIL Grass lined "V"
Not to Scale
STAIRS Drain or Swale
80.00
600 - 1000 Nom. Grass or Turf Lines Drain DN100 SN4 PVC-u Water Pipe
81.49 TOP OF RTW2 RL=2.5m
300mm Nom.
Hand Formed Concrete
100mm THICK REINFORCED CONCRETE (SL72 Headwall & Roof Water
MESH TOP) DRIVEWAY ACCESS SLAB. outlet & Frog Flap
Natural Soil Profile STORMWATER LAYOUT PLAN
PROPOSED RESIDENCE ROOF AREA
Scale 1 in 250
TYP. GRASS LINED DRAIN DETAIL
Not to Scale STORMWATER PIPE - DN100 SN2 PVC-u PIPE: 1
IN 100 MINIMUM GRADE TO DISCHARGE POINT.
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
0
Drawn
CJF
Checked
CJF
Date
Site Classification: NA Blackall Range Email: [email protected]
PO Box 342,TEWANTIN, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 13 of 13
Mobile: 0419140465
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
B & M GOULD
Date Issued:
ALLOTMENT RECONFIGURATION CAD File:
Sept 2021
Copyright: The design and engineering content shown on this drawing remains the property
Wind Category: N3 Campbell J Foster LOT 401 & 402 HAY STREET DRAWING NUMBER REV.
of Blackall Range Consulting Engineer and may not be copied, altered, sections omitted
or erased and changed in any way without the prior written approval from Blackall
Range Consulting Engineer. ABN 94950162458
Terrain Category: 2.5 MEIAust (CPEng Civil), RPEQ 7228, NER
TEWANTIN 2021-1087-13 2
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