Council archive · source document
Approved Plans OPW20-0083 · OPW20/0083
Plans and drawings: the text below has words only, no drawings.
4200 2900
58
99 3
23 5
86 9
22 24
59 1.
0
.2
122
600
.8
2. 05
12 22.
.
12 22
12 21
12 121
12
84
5
12 2.
1
6
1
1
1.
56
.5
CH -1.30 CH -1.40
1.
12
12
1.
2.
1.
2
1.
12
12
13 BM: Nail in Kerb
1 in 10
1 in 8
36
5
69
35
2.
67
06
99
2.
1.
1.
12 RL: 121.96
2.
98
12
12
12
2.
1.
12
69
1.
CH 0.00
12
12
CH 0.00
2.
12
LEGEND
12
1 in 20
99
88
APPROVAL RELATES
1 in 8
1.
1.
96
70
12
12
1.
0
Proposed Driveway Levels
1.
CH 1.00
.0
12
121
12
2
TO DRIVEWAY
12
Saw Cut existing driveway
70
3000
Existing Surface Levels
1.
122 CONSTRUCTION ONLY 3200 slab and demolish
12
5
23
6 9
2.
1.
1 in 6
CH 2.50
12
CH 2.65 Proposed 90mm PVC Buried Stormwater Pipe
12
75
Existing Driveway & Cross-over Match New driveway to
1.
12
63
to remain untouched; only add Existing driveway Levels. Existing Stormwater Pipe
1.
12
44
250mm Wide Strip Drain & Piping
1.
6
3
CH 4.00
4
4
12
1.
1.
12
Proposed Reinforced Concrete Driveway & Cross-over
12
5
85
0
.6
1.
Backfill against driveway and grade to
1
12
CH 5.35
12
NOTE: Place backfill against driveway where Existing Concrete Driveway to Remain
15
Existing surface level - max. grade 1 in 4
1.
Poinciana there is a trip hazard (>30mm Driveway depth) CH 5.80
12
and turf surface to match driveway level/kerb
1 in 8
and place turf surface to match driveway level/kerb Backfill and Turfed Area
Existing Driveway to remain.
1 in 14
5
-
67
2
1.
.3
NOOSA COUNCIL
12
0
CH 8.05
12
APPROVED PLAN
25
Saw Cut existing Driveway Slab Saw Cut existing Driveway Slab
0.
0.1 dia
12
and install 250mm Wide x 200mm and install 250mm Wide x 200mm
Deep Strip Drain as Detailed. IL120.94
Deep Strip Drain as Detailed.
OPW20/0083 24 NOV 2020
5
As annotated by Council
54
97
1.
0.
12
CH 10.75 IL120.36 IL120.78
12
IL120.75
96
DN100 PVC SN2 Pipe
No. 28 DN
No. 26
0.
36
90
12
0.
0.
10 120
12
12
0P
VC Poinciana
NOTE: Strip Drain drainage pipe to be tied into SN
existing buried roof water drainage pipe adjacent 2S
each strip drain; which in turn drains to soak-away /W
ate
trenches at rear of No. 26 & 28 - Ref: Site Plan r Pip Tie DN100 PVC Stormwater Pipe
e from Strip Drain into existing
DRAIN GRATES TO BE
Tie DN100 PVC Stormwater Pipe Roof Water stormwater pipe sys.
from Strip Drain into existing
CONSTRUCTED IN
Roof Water stormwater pipe sys.
PRIVATE PROPERTY
36
28
0.
121
0.
12
12
DP
Assumed Alignment of Existing Stormwater/Roof Water Pipe
DP
DP
Assumed Alignment of Existing Stormwater/Roof Water Pipe
Deck
11
15
0.
0.
12
12
NEW Driveway & Crossover
9.
93 Area
NEW Driveway & Crossover
11
119
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: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 03 of 7
Mobile: 0419140465
Date Issued:
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
BRAN ALLEN PROPOSED DRIVEWAY REFURB. CAD File:
Oct 2020
Copyright: The design and engineering content shown on this drawing remains the property
Wind Category: N3 Campbell J Foster 26 & 28 CRYSTAL 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
Document Set ID: 21285437
Range Consulting Engineer. ABN 94950162458
Terrain Category: 2.5 MEIAust (CPEng Civil), RPEQ 7228, NER
COOROY 2020-1078-03 0
Version: 1, Version Date: 05/11/2020
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