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Attachment 7 - Civil Drawings_LR
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PROPOSED KINETIC BUS DEPOT DEVELOPMENT
at 5 PRODUCTION STREET, NOOSAVILLE
for INTEGRAL CONSTRUCTION
Job : A6880/24 DRAWING SCHEDULE MAY 2024
DRAWING No. DESCRIPTION
A6880/24/L01 LOCALITY PLAN AND SCHEDULE OF DRAWINGS
A6880/24/EW01 EARTHWORKS LAYOUT
PROPOSED SITE A6880/24/EW02 EARTHWORKS DETAILS
A6880/24/EW03 EARTHWORKS SITE SECTIONS
A6880/24/EW04 RETAINING WALL DETAILS
A6880/24/R01 ROADWORKS OVERALL SITE PLAN AND NOTES
A6880/24/R02 ROADWORKS LAYOUT
A6880/24/R03 ROADWORKS SECTIONS SHEET 1
A6880/24/R04 ROADWORKS SECTIONS SHEET 2
A6880/24/R05 ROADWORKS DETAILS
A6880/24/R06 ROADWORKS LIGHT DUTY PAVEMENT DETAILS
A6880/24/R07 ROADWORKS HEAVY DUTY PAVEMENT DETAILS
A6880/24/D01 DRAINAGE LAYOUT
A6880/24/D02 DRAINAGE DETAILS
RP DESCRIPTION A6880/24/D03 DRAINAGE LONGITUDINAL SECTIONS
Lot 256 MCH 4539 A6880/24/D04 ATTENUATION TANK DETAIL
Lot 257 MCH 4891
A6880/24/WQ01 WATER QUALITY LAYOUT
Lot 274 MCH 4891
A6880/24/WQ02 WATER QUALITY DETAILS
A6880/24/CA01 DRAINAGE CATCHMENT LAYOUT
A6880/24/CA02 DRAINAGE CALCULATION TABLES
A6880/24/ESC01 EROSION AND SEDIMENT CONTROL LAYOUT
A6880/24/ESC02 EROSION AND SEDIMENT CONTROL DETAILS
A6880/24/ESC03 SEDIMENT BASIN DETAILS
LOCALITY PLAN
SCALE 1 : 2000 A1
23
TOTAL PLANS in SET = ____
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL LOCALITY PLAN AND SCHEDULE OF DRAWINGS
PRELIMINARY Date: MAY 2024
A.B.N. 91 611 354 511
26 Memorial Avenue, Cotton Tree PROPOSED KINETIC BUS DEPOT DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
at 5 PRODUCTION STREET, NOOSAVILLE
Tel (07) 5475 4125 Fax (07) 5479 1607 DRAWING No:
A6880/24/L01 1 of 1
Email: [email protected]
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for INTEGRAL CONSTRUCTION
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : A6880-24-L01 - TITLE SHEET.dwg - DATE : 3/6/24 - 3:40pm - XREF's: Council Ref: .......................
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Full text of sections 2 to 6 (of 31)
Section 2
O/s 7.11
LEGEND
S
EW02
GENERAL NOTES:
kl 7.70 tw 8.37 tw 8.72 tw 8.64 8.00 tw 8.32
RL7.20
tw 8.07
8.00
8.0
7.75 8.00
7.75
1
O/s 0.15
O/s 0.13
7.75
7.50
0
7.75 7.50
RL7.91 RL7.94 7.75
RL7.69 RL6.85 7.50
PROPOSED EARTHWORKS CUT 1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND SHOWN ON THE
7.1
7.10
7.90
7.94
7.2 DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO LIAISE WITH THE RELEVANT
RL7.20 RL7.10 RL7.02
7.25
7.23
7.75
6.87
D
SERVICE AUTHORITY PRIOR TO COMMENCEMENT OF CONSTRUCTION TO DETERMINE
cl 7.90
T
7.00
7.1 PROPOSED EARTHWORKS FILL
kl 7.66
7.47 7.33 7.1
6.75
THE LOCATION AND LEVEL OF ALL EXISTING SERVICE UTILITIES. THE CONTRACTOR
RL7.3 RL7.2
6.50
EB 7.75 EB 7.77
SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES.
E
6.40 6.31
RL7.86 RL7.89
S
RL7.64 RL7.3 7.29 7.28 7.2 7.09
'RW1/RW2' PROPOSED CONCRETE SLEEPER
RL7.8 RL7.15 2. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR ROADWORKS,
RETAINING WALLS REFER EW04 FOR
7.38
RL7.3 7.26 PROPOSED CONCRETE DRAINAGE WORKS, SERVICE CONDUITS ETC. PRIOR TO BACKFILLING. ALL SURVEY TO
DETAILS
kl 7.63 EB 7.71
7.35 7.01
SLEEPER RETAINING BE CARRIED OUT BY A LICENCED SURVEYOR TO THE REQUIREMENTS OF THE
EB 7.71
RL7.1 RL6.96 6.2
5
WALL 'RW1' REFER 50
D
1
T
.
RL 5 ENGINEER.
6.97
7.50
7.36 7.22
DETAILS 6.26 PROPOSED DESIGN SURFACE LEVEL
E
7.74 8.02
RL7.3
8.00
7.75
2
7.82
RL7.15 FINISHED SURFACE CONTOUR 3. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL SURVEY,
WASH
7.73 7.41 7.41 7.27
'RW1'
S
cl 7.82
RL7.3 7.37
THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION MAY BE VARIED BY THE
DOWN
6.18
EXISTING SURFACE CONTOUR
3
7.42
SUPERINTENDENT ON SITE.
7.0
kl 7.59
7.7
7.34
7.0
7.45
7.6
7.20
7.50
7.27
BAY
7.40
7.5
SITE PREPARATION NOTES:
23
7.25
EXISTING OVERHEAD ELECTRICAL
FL 8.31
7.4
7.54 7.46 E/OH
7.3
FL 7.61 7.00 6.95
4
7.2
D
T
RL7.3 E/UG EXISTING UNDERGROUND ELECTRICAL 1. THE PLATFORM SHALL BE CLEANED, GRUBBED,STRIPPED & ROLLED WITH AN 8 TONNE
RL7.23 EXISTING BUILDING
22
7.25
1 AXLE LOAD, ANY LOOSE SUBGRADE SHALL BE EXCAVATED AND REPLACED WITH
5
T EXISTING TELSTRA RETICULATION
kl 7.55
RL7.75
O/s 8.06
CARPARK WORKSHOP GROUND FLOOR
MATERIAL THAT WILL COMPACT TO A LEAST THE STANDARD BELOW.
FFL6.0
S
6
EW02 RL7.59RL7.45 EXISTING STORMWATER DRAINAGE
.2
21
D
Lot 256 MCH 4539 FFL7.35
13
7.70
RL6.90
ge
6
rid
D
RL7.59 RL7.81 RL7.84 FL 0.00
W EXISTING WATER RETICULATION 2. FILL SHALL BE GRANULAR SOUND MATERIAL OF SOAKED CBR15 (MINIMUM), FREE OF
7.25
20
7.69
S EXISTING SEWER RETICULATION ANY ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A STABLE FILL.
OFFICE
SLMH - 6.54
D
T
G EXISTING GAS MAIN
19
IL - 4.57
cl 7.04
7.74 7.59
RL7.23 FFL7.35 RL7.00 RL7.00 3. PLACED IN 200mm MAX LAYERS AND COMPACTED IN CASE OF COHESIVE MATERIALTO
RL7.50RL7.38
6.25
A DRY DENSITY RATIO OF 98% OF THE MAX DRY DENSITY AS DETERMINED BY AS1289
kl 7.50
RL7.07 FL 7.43 EXISTING STORMWATER EXISTING TREE
RL7.50 RL7.72 RL7.75 RL6.87 5.1.1 (STD COMPACTION) IN CASE OF COHESIONLESS MATERIAL TO A DENSITY INDEX
W PIT TO BE RAISED AS
O/s 3.17
W W OF 75% AS DETERMINED BY TESTS E6.1 OF AS1289.
RL7.3
7.65
W W REQUIRED
D
kl 7.49
W W
EXISTING SEWER
18
8
.8
0
6.83
10
7.5
90° 00' 00"
FL 7.42
63500 mm
ge
0
7.53
'RW1'
4. THE EXCAVATION IS TO BE MAINTAINED IN A DRAINED STATE FOR THE PERIOD OF
7.5
MANHOLE TO RAISED
rid
7
RL7.3
O/s 3.90
kl 7.48 7.55
AS REQUIRED CONSTRUCTION VIA THE USES OF TEMPORARY SUMPS & PUMPING TO DISCHARGE TO
17
7.65
7.25
W
D
7.50
6
THE EXTERNAL STORMWATER SYSTEM.
.0
7.1
7.49
10
8
TG
S
RL7.25 7.32
16
RL7.25
5. ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE OR
7.0
7.5
7.49
T
9
7.31
SHORED VIA SHEET PILING OR OTHER APPROVED METHODS.
6.9
D
15
RL7.00
6.50
6.50
7.49
RL6.7 RL6.80
10
RL7.00 RL6.7
RL6.95 EARTHWORKS NOTES:
C1
7.1
7.48
RL7.0
RL7.0
7.2
14
7.57
B
7.3
W
7.4
1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES
7.51
11
D
RL7.1
6.9
7.50
RL7.1
DETAILED. ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO
STREET
Section 3
13
S
7.0
6.25
kl 7.44
DISTURBANCE OF THE SITE.
12
7.24 06
RL7.50
.
7.34 12
C1
RL7.2
RL7.2 7.38 ge
T
7.40 6.80
RL7.30 rid
7.1
7.51
RL7.30
D
cl 7.63 B 2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR
RL7.3
RL7.3 7.36 B
B FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
7.2
C1
FL 7.41
DETAILS.
Transformer enclosure
kl 7.42
'RW1'
W
3
7.3
D
7.60 .2
12
9
7.46
.5
ge
Survey control station
EXISTING Ø900
10
rid
3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-2007
TG
S
O/s 9.17
STORMWATER PIPE
B
BUS PARKING "GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL
7.4
FL 8.25 25
B 7.
T
C1
7.30
B
DEVELOPMENTS" - LEVEL ONE (1) SUPERVISION AND TESTING.
Lot 257 MCH B4891
C1
E 7.30
EXISTING Ø150 SEWER 4. GENERAL EARTHWORKS MINIMUM RELATIVE COMPACTION:
MAIN (VC) EXISTING STORMWATER - 98% STANDARD AS1289 5.1.1 (STD COMPACTION)
W
6.25
D
cl 7.56
kl 7.35
E FL 7.41 PIT TO BE RAISED AS - PAVEMENT SUBGRADE 98% STANDARD AS1289 5.1.1 (STD COMPACTION)
B
6.25
REQUIRED
D
S
7.57
B 6.74
C1
5. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY DENSITY RATIO
7.25
7.48
O/s 3.23
7.34
B
T
E
B RL6.70 (M.D.D.R.) OF 100% STD.
C1
6.86
7.53
6.00
6. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
6.93
EXISTING BUILDING
6.97
SPECIFICATION & NOOSA SHIRE COUNCIL REQUIREMENTS.
W
B
D
RL7.29 RL7.51
6.8
B
D
S
C1
PROPOSED CONCRETE
'RW1'
EARTHWORKS VOLUMES
7.54
RL7.54 B
E
B SLEEPER RETAINING
C1
T
cl 7.49 kl 7.28 WALL 'RW1' REFER
DETAILS EARTHWORKS STRIP = 600m³
6.9
6.7
6.74
EARTHWORKS FILL (SOLID) = 564m³
7.41
PRODUCTION
7.21
EXISTING DRIVEWAY
7.06
7.50
B
W
7.0
RL7.25 RL7.47
RL7.5 B
BUS PARKING EARTHWORKS CUT = 423m³
C1
D
B RL6.75 RL6.60
D
S
BALANCE (IMPORTED) = 141m³
6.94
7.1
B
C1
E
Lot 274 MCH 4891
6.78
T
NOTE: ALL QUANTITIES SOLID COMPACTED IN GROUND
7.2
FL 0.00
RL7.00
'RW1'
VOLUME CALCULATIONS BASED ON 200mm STRIPPING ACROSS SITE PRIOR TO CONSTRUCTION (TO
7.3
kl 7.22 B
BE CONFIRMED) WITH AN AVERAGE 200mm DEPTH FROM DESIGN LEVEL TO EARTHWORKS LEVEL
cl 7.47
B 6.63 6.60
RL6.70
Emergency bus park
C1
W
il PIT
5.957.18
B
RL6.70
TOP OF WALL
TOP OF WALL EXISTING DRIVEWAY
D
PROPOSED STABILISED
7.4
kl 7.21
7.11
B RL6.85
RL6.85
C1
D
S
LANDSCAPE BATTER PROPOSED CONCRETE
E
1 IN 3 MAX RL6.55
T
RL6.55
SLEEPER RETAINING
7.30
'RW2'
D
6.65
B6.75 WALL 'RW2' REFER
DETAILS
kl 7.19
B
C1
RL7.3 BIOBIO
30
ExRL5.80
7.
EXISTING BUILDING 0 4 8 12 16 20
W
ExRL5.80
BASIN
M
BASIN
TB
D
RL6.05
RL7.5 RL6.80 RL6.05
S
cl 7.42 6.78 6.78
7.08 RL6.80
'RW1' RL7.30
E
EXISTING STORMWATER SCALE 1:200 (A1), 1:400 (A3)
6.42
6.65
6.54 6.37
6.00
kl 7.18
6.30
PIT TO REMAIN
6.75
6.25
ExRL6.7
6.50
TOP OF WALL
ExRL7.25 ExRL6.75 ExRL6.7
TOP OF WALL 'RW2'
5
ExRL6.25
ExRL6.25
6.75
RL6.85 6.2
7.22
RL6.85
7.25
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL EARTHWORKS LAYOUT
PRELIMINARY Date: MAY 2024
A.B.N. 91 611 354 511
26 Memorial Avenue, Cotton Tree PROPOSED KINETIC BUS DEPOT DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 5 PRODUCTION STREET, NOOSAVILLE DRAWING No:
A6880/24/EW01 1 of 4
Email: [email protected]
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for INTEGRAL CONSTRUCTION
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : A6880-24-EW01 - EARTHWORKS LAYOUT.dwg - DATE : 3/6/24 - 3:41pm - XREF's: X-BASE; X-SURVEY; X-ARCH; X_SURV; X_ARCH - GROUND 0 Council Ref: .......................
Section 4
FINISHED FLOOR LEVEL
REFER ARCHITECTURAL DWG'S
FSL FOR SETOUT & LEVELS
FLOOR SLAB & BEDDING SAND
TOPSOIL/LANDSCAPING MEDIUM EARTHWORKS LEVEL REFER STRUCTURAL ENGINEERS
EARTHWORKS LEVEL DETAILS.
(REFER LANDSCAPE
ARCHITECTURAL DETAILS)
EARTHWORKS LEVEL SETOUT DETAIL EARTHWORKS LEVEL SETOUT DETAIL
(LANDSCAPED AREAS) (BUILDING PADS)
SCALE 1:10 SCALE 1:10
PROPOSED CONCRETE PAVEMENT LEVEL
145mm
125mm CONCRETE
EARTHWORKS LEVEL (TO BE CONFIRMED UPON RECEIPT OF GEOTECH RESULTS)
20mm BEDDING SAND
EARTHWORKS LEVEL SETOUT DETAIL
(LIGHT DUTY CONCRETE PAVEMENT AREAS)
(SUBJECT TO GEOTECH ADVISE)
SCALE 1:10
PROPOSED CONCRETE PAVEMENT LEVEL
180mm CONCRETE
200mm
(TO BE CONFIRMED UPON RECEIPT OF GEOTECH RESULTS)
EARTHWORKS LEVEL
20mm BEDDING SAND
EARTHWORKS LEVEL SETOUT DETAIL
(HEAVY DUTY CONCRETE PAVEMENT AREAS)
(SUBJECT TO GEOTECH ADVISE)
SCALE 1:10
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL EARTHWORKS DETAILS
PRELIMINARY Date: MAY 2024
A.B.N. 91 611 354 511
26 Memorial Avenue, Cotton Tree PROPOSED KINETIC BUS DEPOT DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
at 5 PRODUCTION STREET, NOOSAVILLE
Tel (07) 5475 4125 Fax (07) 5479 1607 DRAWING No:
A6880/24/EW02 2 of 4
Email: [email protected]
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for INTEGRAL CONSTRUCTION
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : A6880-24-EW02 - EARTHWORKS DETAILS.dwg - DATE : 3/6/24 - 3:41pm - XREF's: Council Ref: .......................
Section 5
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
PRODUCTION
PROPOSED CARPARK PROPOSED LANDSCAPING PROPOSED BUILDING WASH BAY AREA PROPOSED DRIVEWAY
STREET
EXISTING SURFACE
PROPOSED CONCRETE
SLEEPER RETAINING
WALL 'RW1' TO
DESIGN SURFACE STRUCURAL ENGINEERS
EXISTING 900Ø RCP DETAILS
STORMWATER PIPE
SECTION 1
SCALE 1:100 A1 EW01
EXISTING Ø150
SEWER (VC)
BOUNDARY
BOUNDARY
PROPERTY
PROPERTY
PROPOSED DRIVEWAY PROPOSED BUILDING PROPOSED LANDSCAPING BUS PARKING ZONE PROPOSED DRIVEWAY
DESIGN SURFACE
EXISTING BLOCK
RETAINING WALL
EXISTING SURFACE
STABILISED LANDSCAPE
BATTER 1 IN 3 MAX
SECTION 2
SCALE 1:100 A1 EW01
0 2.0 4.0 6.0 8.0 10.0m
SCALE 1:100 A1, 1:200 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL EARTHWORKS SITE SECTIONS
PRELIMINARY Date: MAY 2024
A.B.N. 91 611 354 511
26 Memorial Avenue, Cotton Tree PROPOSED KINETIC BUS DEPOT DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
at 5 PRODUCTION STREET, NOOSAVILLE
Tel (07) 5475 4125 Fax (07) 5479 1607 DRAWING No:
A6880/24/EW03 3 of 4
Email: [email protected]
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for INTEGRAL CONSTRUCTION
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : A6880-24-EW03 - EARTHWORKS SITE SECTIONS.dwg - DATE : 3/6/24 - 3:40pm - XREF's: Council Ref: .......................
Section 6
PROPERTY BOUNDARY
SECURITY FENCE TO MANUFACTURERS
SPEC
SECURITY FENCE TO MANUFACTURERS
SPEC
PROPERTY BOUNDARY
WATERPROOFING & DRAINAGE
LAYER TO BUILDERS SPECS.
ARMCO OR SIMILAR VEHICULAR BARRIER 150 UC 23.4 @
TO MANUFACTURERS SPEC 2000 MAX CTS TYPICAL CONCRETE
1100 NOM
HD GALVANISED SLEEPERS REFER DETAILS 2N12 HORIZONTAL W8 AT 400 CTS. VERTICAL
1500 MAX.
(30 COVER)
100 UC 14.8 (N40 CONCRETE.)
AT 2000 MAX CTS.
GRANULAR BACKFILL. 100Ø AGG.
DRAIN IN GEO FABRIC SOCK.
HEIGHT VARIES
N16 TIE BAR x 600 LONG DISCHARGE TO STORMWATER.
RL7.15 TO RL6.70
200
WELDED TO EACH UC (HD GALVINISED)
200 MIN.
= =
600
300 MIN.
ATLANTIS 30um FLO-WALL DRAINAGE
BLANKET & GEOTEXTILE OR APPROVED 80
GRANULAR BACKFILL. 100Ø AGG. DRAIN EQUIVALENT
IN GEO FABRIC SOCK & 7mm TYPICAL CONCRETE 10mm END
SCREENINGS. DISCHARGE TO SLEEPERS REFER PLATE 150
STORMWATER.
TYPICAL 80mm THICK SLEEPER DETAIL
DETAILS
TEMPORARY BATTER
1500
1V IN 2H 150 UC 23.4 OR
2000 MAX CTS. SCALE 1:20 (A1) SCALE 1:40 (A3)
2000 MAX LENGTH
2N12 WELDED TO
TOP OF FOOTING / EXISTING FSL EACH FLANGE (6mm
RL5.60 TO 5.80 CFW)
T.O.F.
GROUND
B.O.F.
RL 4.65RL
APPROX.
5.60
FLOOR RL 6.00
300 MIN.
200 MIN.
100
450
12mm END
150
PLATE
450Ø x 1500 BORED PIER
IL4.94 MIN
TYPICAL SLEEPER RETAINING WALL -
1500
N25 CONC
2N16 WELDED
WALL RW2 SECTION (1000 - 1500 HIGH)
EXISTING 900Ø RCP
TO EACH SCALE 1:20 (A1) SCALE 1:40 (A3)
STORMWATER PIPE
FLANGE (6mm
CFW)
PROPOSED CONCRETE SLEEPER PROPOSED CONCRETE SLEEPER
RETAINING WALL RETAINING WALL
100
450
TYPICAL SLEEPER RETAINING WALL -
WALL RW1 SECTION (1500 MAX HIGH)
SCALE 1:40 (A3)
SCALE 1:20 (A1)
NOTE:
RETAINING WALL BACKFILL TO BE
PLACED AT OR NEAR OPTIMUM
MOISTURE CONTENT IN LIFTS NOT
EXCEEDING 300mm AND COMPACTED RL 5.25 RL 5.25
TO 95% MDD USING LIGHTWEIGHT
PLANT SUCH AS WALK-BEHIND
ROLLERS, VIBRATING PLATE..ETC.
EQUAL EQUAL
EQUAL EQUAL
BORED PIERS TO BE FOUNDED BELOW BORED PIERS TO BE FOUNDED BELOW
EXISTING Ø900 STORMWATER PIPE EXISTING Ø150 SEWER MAIN
APPROX
IL 4.69 APPROX
IL 2.40
EXACT POSITION AND DEPTH OF ANY
EXACT POSITION AND DEPTH OF ANY EXISTING SERVICES TO BE
2000 MAX 2000 MAX
EXISTING SERVICES TO BE DETERMINED PRIOR TO THE
DETERMINED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION
COMMENCEMENT OF CONSTRUCTION
SLEEPER RETAINING WALL ELEVATION OVER STW PIPE SLEEPER RETAINING WALL OVER SEWER CROSSING
SCALE A1 - 1:20 A3 - 1:40 SCALE A1 - 1:20 A3 - 1:40
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL RETAINING WALL DETAILS
PRELIMINARY Date: MAY 2024
A.B.N. 91 611 354 511
26 Memorial Avenue, Cotton Tree PROPOSED KINETIC BUS DEPOT DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 5 PRODUCTION STREET, NOOSAVILLE DRAWING No:
A6880/24/EW04 4 of 4
Email: [email protected]
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for INTEGRAL CONSTRUCTION
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : A6880-24-EW04 - EARTHWORKS RETAINING WALL DETAILS.dwg - DATE : 3/6/24 - 3:40pm - XREF's: Council Ref: .......................
The text continues on section 7.