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Appendix A - Preliminary Engineering Plans
Attached to the e-mail RAL21/0009 - Response to information request - Gould Email 1 of 2.
Plans and drawings
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00
0
Polyethylene Foam
Backing Rod
39.09m
30.00
20.00
10.00
40.00
0.00
m
3.0
TOP OF RTW2 RL=2.5m
m
2. 0
QUEUING AREA
4.0 m
TOP OF RTW1 RL=2.5m
Existing Asphalt
Lot 401 Driveway
Lot 201
17.75m
4RP72903
50.00
2RP72903
60.00
66.96
69.94
39.09m
m
60.00 STAIRS
3.0
m
2.0
Lot 402
4RP77225
TOP OF RTW1 RL=2.5m
00
70.
80.00
84.81
200x50 HWD/F7 Timber Rails
200x50 HWD/F7 Timber Post 2 No. 100mm Galv. Batten Screws
UP
Retaining Wall Height - H
Fence
m
STAIRS
1.0
80.00
Compacted Clayey Fill
SL 81.49 TOP OF RTW2 RL=2.5m
N12 Bar @ 400 Ctrs Vertical
300 Approx
<1200mm
SILT FENCE ALIGNMENT
SITE EARTHWORKS & EROSION AND SEDIMENTATION PLAN
COMPACTED CONTROL FILL (SANDY FILL) REF: Scale 1 in 250
Granular Material NSL NOTES. TURF OR GRASS COVERED
A14 Bidim (or Equiv.) Rapped
200 Seried Core Filled Block 50mm slotted Aggi Pipe 100mm THICK REINFORCED CONCRETE (SL72
Geotextile Material
N12 Bar @ 400 Ctrs Horiz. MESH TOP) DRIVEWAY ACCESS SLAB. Noosa Council Flood Information Certificate
Post Hole Depth - D
100mm Dia AG Drainage Pipe 20MPa Concrete Min.
1 on 20 fall Geotextile wrapped PROPOSED RESIDENCE ROOF AREA DEFINED FLOOD LEVEL: 2.5m AHD
FSL
2 N16 Bar Top
500 Min.
(if No "Z" Cage)
R10 ligs at 400 C/C or 50 mm
N12 ligs at 600 C/C. 3 N16 Bar or Z-Cage
(if No "Z" Cage) ZED001 - 3N16 Top/Btm
400 Post Hole Dia. Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
STRIP FOOTING & BLOCK RETAINING WALL - RTW2 TIMBER RETAINING WALL RTW1 DETAIL 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
Not to scale Not to Scale 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. 03 of 13
Mobile: 0419140465
Date Issued:
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
B & M GOULD 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 2021-1087-03 1
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