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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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. 0m
46.41m
30.00
20.00
10.00
0
0.00
40.0
m
3.0
Existing DN150 SN4 PVC-u Sewer Pipe
TOP OF RTW2 RL=2.5m
m
2.0
3.0m
QUEUING AREA
Existing DN20 SDR11 Existing Asphalt
Lot 401 3.0m 6.0m 3.0m PE100 Water Pipe
M
Driveway
Lot 201
TOP OF RTW1 RL=2.5m
DN20 Existing Water
17.75m
Meter to be upgrade as
4RP72903 required by Unity Water.
Existing DN100 SN2 PVC-u Water Main
50.00
22.98m
22.98m
2RP72903
60.00
66.96
69.94
U/S IL=0.89m
SMH
ID 2661892
60.00
m
SL=2.32m DN100 SN4 PVC-u Sewer Pipe STAIRS
3.0
D/S IL=0.93m
Break/hole cut into existing
46.41m
SMH and install DN100 pipe
with grout benching to suit. DN
10
0
SN
Existing DN100 SN2 PVC-u Water Main
4
m
PV
Lot 402
2.0
C-
u
Se
we
rP
ipe 4RP77225
Existing DN150 SN4 PVC-u Sewer Pipe
TOP OF RTW1 RL=2.5m
00
70.
18.44m
18.44m
80.00
84.81
Prop. DN20 SDR11 PE100 Water Pipe
M
DN20 Water Meter
UP (Unity Water-Spec)
m
1.0
STAIRS
80.00 HYDRANT
81.49 TOP OF RTW2 RL=2.5m ID 2107926
100mm THICK REINFORCED CONCRETE (SL72 46.41m
MESH TOP) DRIVEWAY ACCESS SLAB.
SEWER & WATER SERVICES RETICULATION PLAN SMH
PROPOSED RESIDENCE ROOF AREA
Scale 1 in 250 ID 2661889 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
DOMESTIC SEWER PIPE - DN100 SN4 PVC-u
PIPE: 1 IN 60 MINIMUM GRADE TO SMH. SL=1.08m 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
DOMESTIC WATER LINE - DN20 SDR11 PE100 PIPE 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. 10 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 2021-1087-10 1
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