Council archive · source document
Approved Plan OPW20-0026 · OPW20/0026
Plans and drawings: the text below has words only, no drawings.
2.0 x 1.0m x 1.0m -
Deep Rubble Pit
Geotextile Wrapped NOOSA COUNCIL
APPROVED PLAN
OPW20/0026 24 MAR 2020
100mm WIDE S/STEEL
POOL DESIGN REF: DRAWING 08 SEE NOTE 2
STRIP DRAIN
40 Min.
CONCRETE ENCASEMENT
EXPANSION JOINT TO ENGINEER'S
(SEE NOTE 1)
100 DETAIL (SEE NOTE 3)
100 Driveway Slab
Existing Garage Slab
20x15 THIOFLEX 600 TWO PART
POLYSULPHIDEJOINT SEALANT BY
0.20 T
PARCHEM OR APPROVED EQUIVALENT, IN
ACCORDANCE WITH MANUFACTURERS SILICON SEALANT
BEDDING LAYER
RECOMMENDATIONS
3mm WIDE FILL
REINFORCEMENT
100 TOC
SOIL
DRIVEWAY SLAB & ENCASEMENT
POURED TOGETHER
T = 125
100 100
NOTES:
1. Specific site conditions may require an increase in concrete encasement dimensions and/or
reinforcement. It is the customer's responsibility to ensure the concrete encasement is designed for
the application. A minimum concrete strength of 25MPa is recommended. The concrete should be
vibrated to eliminate air pockets. Engineering advice may be required.
SHRINKAGE CUT EVERY
2. The finished level of the concrete encasement must be approximately 3mm above the top of the
channel edge. CRACK DPM SECOND BAR
3. Expansion and crack control joints are recommended to protect the channel and the concrete
encasement. Engineering advice may be required. JOINT TO BE MASONRY SAW CUT WITHIN 8 HOURS OF CONCRETE SETTING
4. For further details, refer to ACO's design & site installation files at
www.acodrain.com.au/resources
STRIP DRAIN SECTION DETAIL CONSTRUCTION JOINT - TYPE KJ
NOT TO SCALE
NOT TO SCALE
Grated Pit Cover
Ø90mm uPVC Storm water Pipe (Min. 1 in 60 grade)
<30 <30
300
25 25
SIDE PLATES
NSL
<30
SQ Everhard Polymer Pit
Size as Spec. on Drawings
25
Pit Boss Pipe/Pit Adapter
Compacted Granular Material
300
25
Ø90mm uPVC S/W Pipe
or as Specifiec on Drawings
<30
50mm Bedding Sand
Steel Grate 300 SQR (Galv.) SQUARE GRATE TO SUIT PIT
TYP. GRATED POLYMER PIT SECTION
HOT DIP GALVANISED. NOT TO SCALE
5O*6 BARS
AT 5O CRS
Property Boundary
7 300 SQR GRATED PIT PLAN DETAIL.
300 SQR Grated Pit
NOT TO SCALE
100mm STRIP DRAIN - S/STEEL
6 EASTERN DRIVEWAY LEVELS
Garage
Road Level
A R M
O
F
AL
EO
O
AR
LF
M
EO
A
NO. CHAINAGE DIST (m) LEVEL SLOPE
KJ 4 I.O 1 0.00 0.00 54.56 0
5 2 1.50 1.50 54.485 -1 in 20 M1 Kerb Profile
Ø90mm uPVC Storm water Pipe
Ø90mm uPVC Storm water Pipe
3 3.225 1.725 54.225 -1 in 6.25 F
A RO
ME
L
A
O
A RO
ME
Garage Floor 52.80
F
AL
O
4 8.725 5.50 54.23 Level
CONCRETE DRIVEWAY
WESTERN DRIVEWAY LEVELS
NO. CHAINAGE DIST (m) LEVEL SLOPE 1 in 28 1 in 6 1 in 4 1 in 4 1 in 8 1 in 19
1 0.00 0.00 54.76
2 1.00 1.00 54.73 -1 in 28
3 2.50 1.50 54.48 -1 in 6
Ch - 10.07
Ch - 10.60
Ch - 0.00
Ch - 1.00
Ch - 2.50
Ch - 3.53
Ch - 9.07
4 3.50 1.00 54.23 -1 in 4
5 8.57 5.07 52.93 -1 in 4
KJ KJ 6 10.07 1.00 52.747 -1 in 8
4 3 7 10.60 1.03 52.80 +1 in 19 WESTERN DRIVEWAY LONG SECTION
100mm STRIP DRAIN - S/STEEL 100mm STRIP DRAIN - S/STEEL
3
DRAIN AGE PLAN
N.T.S
2
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall
2 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
1 Range Consulting Engineer fee proposal or estimate is deemed sufficient to effectuate an agreement.
1 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
A Drawings - 1076-08
Drawn
CJF
Checked Date
CJF 15/09
Site Classification: M BLACKALL RANGE CONSULTING ENGINEER CLIENT: PROJECT DETAILS: Sheet No. 7 of 8
Consulting Civil, Structural and Geotechnical Engineer ABN 94950162458
Date Issued: DEC 2019
Soil Classification: CH MR ADAM LAW PROPOSED RENOVATIONS
Campbell J Foster Po Box 342 CAD File:
Copyright: The design and engineering content shown on this drawing remains the property
Wind Category: N3 BEng(Civil), MIEAust. (609713), CPEng, RPEQ (7228)
Mapleton, QLD, 4560
(07) 5445 7354 (Office)
91 UPPER HASTINGS 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 Signature
(07) 5445 7332 (Fax)
0419 140465 (Mobile)
NOOSA HEADS 2019-1027-07 3
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