GENERAL
CONCRETE
DO NOT SCALE DRAWINGS.
CONCRETE SHALL CONFORM TO THE FOLLOWING:
UNLESS OTHERWISE NOTED ALL LEVELS ARE IN METRES AND ALL DIMENSIONS IN MILLIMETRES.
a) CEMENT TYPE GP COMPLYING TO / WITH AS 1379 AND AS 3600
THE BUILDER SHALL BE RESPONSIBLE FOR MAINTAINING THE STABILITY OF THE STRUCTURE UNTIL ITS COMPLETION
AND SHALL ENSURE THAT NO PART OF THE STRUCTURE IS OVERSTRESSED BY EXCESSIVE LOADING.
SHRINKAGE:
ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT CODES OF PRACTICE EXCEPT
MAXIMUM DRYING SHRINKAGE STRAIN MEASURED IN ACCORDANCE WITH AS 1012 PART 13 SHALL NOT EXCEED
WHERE VARIED BY THE SPECIFICATION AND / OR DRAWINGS.
650 x 10-6/ AT 8 WEEKS
DRAWING INDEX
AS 3600 CONCRETE STRUCTURES CODE.
CONCRETE TESTING SHALL BE IN ACCORDANCE WITH AS 1379, METHOD OF TESTING AND ASSESSMENT SHALL BE
S01 GENERAL NOTES AND INDEX
AS/NZS 4671 STEEL REINFORCING MATERIALS
AS 1170 (Pt 1-4) SAA LOADING CODE
"PROJECT ASSESSMENT" METHOD.
S10 PLAN, SECTION AND DETAILS
AS 1170 (Pt 0) STRUCTURAL DESIGN ACTION
AS/NZS 3679 HOT ROLLED AND WELDED SECTIONS
AS 4100 STEEL STRUCTURES CODE.
S11 DETAILS
AS/NZS 1163 STRUCTURAL STEEL HOLLOW SECTIONS.
REINFORCEMENT
S12 DETAILS
AS/NZS 1554 STRUCTURAL STEEL WELDING
AS 1684 NATIONAL TIMBER FRAMING CODES
AS 1720 TIMBER STRUCTURES CODE.
AS 1289 METHODS OF TESTING SOILS FOR ENGINEERING PURPOSES.
R1
ALL REINFORCEMENT SHALL BE AS FOLLOWS:
AS 3700 MASONRY CODE.
SYMBOL
STRUCTURAL GRADE
DUCTILITY CLASS
AS/NZS 4600 COLD FORMED STEEL STRUCTURES
R
STRUCTURAL GRADE PLAIN BARS TO AS 1302 (250 MPa)
N
AS 1657 FIXED PLATFORMS, WALKWAYS, STAIRWAYS AND LADDERS CODE
AS/NZS 4455 MASONRY UNITS AND SEGMENTAL PAVERS
S
STRUCTURAL GRADE DEFORMED BARS TO AS 1302 (250 MPa)
N
ABBREVIATIONS:
Y
DEFORMED BARS GRADE 400 Y TO AS 1302 (400MPa)
N
NTS - NOT TO SCALE
UNO - UNLESS NOTED OTHERWISE
N
DEFORMED BARS GRADE 500 Y TO AS/NZS 4671 (500MPa)
N
EF - EACH FACE
RN SN
FABRIC TO AS/NZS 4671 (500MPa)
N
FF - FAR FACE
RL SL
FABRIC TO AS/NZS 4671 (500MPa)
L
PROVIDE CLAY 'PLUG' TO ALL SERVICE TRENCHES WHERE ANY PIPE, DUCT OR CABLE ENTERS THE BUILDING TO
PREVENT INGRESS OF WATER UNDER BUILDING
NOTE: THE NUMBER FOLLOWING R,S,Y,N AND RL/SL IS THE BAR DIAMETER IN MILLIMETRES
UNDER PART 4 OF THE BUILDING ACT 1993 THE BUILDER IS REQUIRED TO NOTIFY THE RELEVANT BUILDING SURVEYOR
OF EACH MANDATORY INSPECTION STAGE. PLEASE ENSURE THAT THEY ARE NOTIFIED.
R2 LOW DUCTILITY DEFORMED BARS (DUCTILITY CLASS L) SHALL NOT BE USED UNDER ANY CIRCUMSTANCES
THE BUILDER SHALL GIVE AT LEAST 48 HOURS NOTICE PRIOR TO INSPECTION OF ALL STRUCTURAL WORKS.
(EXCEPT FOR FABRIC)
BUILDER TO ALLOW IN HIS TENDER FOR ALL ADDITIONAL COST ASSOCIATED WITH THE PROPOSED LOCATION OF
CRANE(S) AND RELATED SUPPORT STRUCTURES.
NO REINFORCEMENT SPLICES SHALL BE MADE, OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS, WITHOUT
FIXING POINTS & SUPPORTS FOR BUILDING MAINTENANCE EQUIPMENT:
THE PRIOR APPROVAL OF THE SUPERINTENDENT/ ENGINEER. MINIMUM LAP FOR FABRIC SHALL BE ONE SQUARE OF MESH
BUILDER TO MAKE DUE ALLOWANCE IN HIS TENDER FOR ALL CAST-IN INSERTS, STEEL CONNECTION PLATES, ACCESS
PLUS 25mm.
HOOKS, SAFETY HARNESS PLATES, STATIC LINE SUPPORTS ETC. REQUIRED AS ABSEILING FIXING POINTS TO THE
WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SHOWN ON THE DRAWINGS OR APPROVED BY THE
PERIMETER OF THE ROOF, EXTERNAL WALLS AND GROUND SLABS.
UPERINTENDENT/ENGINEER. DEFORMED BARS SHALL BE COLD ROLLED ONLY.
WHERE IT IS PROPOSED TO ALSO USE A SWING-STAGE THE BUILDER IS TO MAKE ADDITIONAL ALLOWANCE FOR
ALL REINFORCEMENT BARS SHALL BE HANDLED ON SITE INCLUDING STORAGE, FIXING AND WELDING STRICTLY IN
DAVIT ARMS, NEEDLES AND ASSOCIATED RESTRAINT SYSTEMS ETC. TO THE PERIMETER OF THE ROOF AND ALSO ANY
ACCORDANCE WITH RELEVANT MANUFACTURERS REQUIREMENTS AND RECOMMENDATIONS. BUILDER AND HIS CONTRACTORS
FIXING POINTS REQUIRED ALONG THE EXTERNAL WALLS AND GROUND SLAB.
TO OBTAIN ALL RELEVANT INFORMATION FROM MANUFACTURERS AND FAMILIARIZE WITH SUCH REQUIREMENTS.
ALL STRUCTURAL FIXING REQUIREMENTS ASSOCIATED WITH BUILDING MAINTENANCE ARE TO BE DESIGNED AND
REINFORCEMENT LAP LENGTHS
DOCUMENTED BY A SPECIALIST ENGINEER ENGAGED BY THE BUILDER. BUILDER TO ALLOW IN HIS TENDER FOR ALL
COSTS AND FEES ASSOCIATED WITH THIS ENGINEERING WORK. BUILDER TO MAKE THE ABOVE ALLOWANCES FOR ALL
BAR
BUILDINGS.
BAR SIZE
LAP LENGTH
25
SUBSTITUTION SHALL NOT BE PERMITTED WITHOUT THE APPROVAL OF THE ENGINEER.
CROSS WIRE
MESH
2 x CROSS WIRES + 25mm
EXTERNAL INSULATION AND FINISHING SYSTEMS, WALL PANELLING, CLADDING OR FACADE MATERIAL
FMG ENGINEERING HAS NOT CARRIED OUT A REVIEW WITH RESPECT TO COMBUSTIBILITY, FIRE RESISTANCE OR FIRE
SAFETY PROVISIONS OF THE EXTERNAL INSULATION AND FINISHING SYSTEM, WALL PANELLING, CLADDING OR FACADE
LAP
LENGTH
DEMOLITION
MESH
ALL DEMOLITION WORK IS TO BE IN ACCORDANCE WITH AS2601. THE CONTRACTOR IS TO ENGAGE A COMPETENT
PERSON TO PREPARE A DEMOLITION WORK PLAN IN ACCORDANCE WITH AS 2601.
THE CONTRACTOR IS TO ENSURE THE STRUCTURE IS IN A STABLE CONDITION AT ALL TIMES.
REFER TO SECTIONS AND PLANS ON DRAWINGS FOR SUGGESTED DEMOLITION PROCEDURES FOR CERTAIN AREAS.
WHERE TEMPORARY PROPPING IS SPECIFIED, PROPS ARE TO BE TIGHTENED SUFFICIENTLY TO SUPPORT DEAD LOADS
FROM ABOVE. TRANSFER ALL PROPPING FORCES INTO THE GROUND AND PROVIDE ADEQUATE SOLEPLATES OR
FOOTINGS TO SAFELY SUPPORT THESE FORCES WITHOUT EXCESSIVE SETTLEMENT UNLESS CALCULATIONS ARE
PROVIDED TO SHOW THE STRUCTURE IS CAPABLE OF SUPPORTING THE LOADS.
HEALTH AND SAFETY
IT IS THE RESPONSIBILITY OF THE BUILDER TO ENSURE ALL WORKS ARE CARRIED OUT IN A SAFE MANNER.
THE WORKS SHALL COMPLY WITH ALL APPLICABLE HEALTH AND SAFETY LEGISLATION INCLUDING CODES OF PRACTICE,
AUSTRALIAN STANDARDS, GUIDANCE NOTES AND WORKSAFE REQUIREMENTS.
THE BUILDER SHALL ENSURE A RISK ASSESSMENT HAS BEEN CARRIED OUT AND DOCUMENTED FOR ALL ACTIVITIES
PERFORMED ON THE SITE. SAFE WORK PROCEDURES MUST BE DOCUMENTED AS REQUIRED BY LEGISLATION AND RELEVANT
AUTHORITIES. THE BUILDER MAY NEED TO ENGAGE SUITABLY EXPERIENCED CONSULTANTS TO PREPARE A SAFE WORK
PROCEDURE IF THE BUILDER IS INEXPERIENCED IN THIS FIELD OR IF THEY ARE NOT SATISFIED WITH THE METHOD PROPOSE
FOR INFORMATION ISSUE
ISSUED FOR CONSTRUCTION
BY THE CONTRACTOR.
NOT FOR CONSTRUCTION
UPON APPROVAL FROM STATUTORY AUTHORITIES
Engineering
ADELAIDE
City of Darebin
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PERMANENT BATTER REINSTATEMENT DETAIL
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N.T.S
A
PRELIMINARY ISSUE
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T2
TENDER ISSUE
30.09.2022
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T1
TENDER ISSUE
26.08.2022 EM MS
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GENERAL NOTES AND INDEX
S01
Quality Management Systems ISO 9001 Certified
©
NEW PEDESTRIAN REINFORCED PAVEMENT TO BE INSTALLED
EXISTING PAVEMENT
BETWEEN TOP OF STABILISED BATTER AND EXISTING PAVEMENT
CLEAN ALL DEBRIS FROM EXISTING LANEWAY AND SPOON DRAIN TO
TO BE RETAINED
TO THE WEST. CONTRACTOR TO INSTALL SUITABLE FLEXIBLE
ENSURE THAT WATER FROM NEW SPOON DRAIN CAN BE ADEQUATELY
LOT 1
N
FILLER BETWEEN PEDESTRIAN PAVEMENT AND STABILISED
DISCHARGED VIA EXISTING SURFACE DRAINAGE SYSTEM IN THE
TP548958
BATTER/EXISTING PAVEMENT AS REQUIRED
LANEWAY
2500mm
#42 JAMES STREET
(APPROXIMATELY)
PS627166
BRICK BUILDING
39.62
TBC ON SITE
8°04'10"
11600mm (APPROXIMATEY)
120mm THICK SHOTCRETE SLAB
WITH PITCHED GI ROOF
#44 JAMES ST
MIN. 120mm
MATCH NEATLY TO EXISTING LEVELS
f'c = 32MPa
ALONG TOP OF SHOTCRETE WALL
SL81 CENTERALLY
MAX. 500mm
NAILING SYSTEM
12.21
FOOTPRINT OF
EXISTING TIMBER FENCE
1250mm CTS. HORZONTALLY,
GROUND LEVEL AFTER
277°23'57"
STRIP FILTER
SHOTCRETE WALL
SHOWN INDICATIVE ONLY
1250mm CTS. VERTICALLY
SCRAPING AS INSTRUCTED
62.67
DRAINS
3000mm EMBEDMENT
(NOTE 2)
A
25mm DIAMETER
AGI
AGI
AGI
AGI
AGI
AGI
AGI
EXISTING SLOPE SHOWN INDICATIVELY
AGI
AGI
AGI
AGI
AGI
MAX. 1250mm
AGI
AGI
AGI
AGI
AGI
AGI
AGI
AGI
AGI
AGI
AGI
AGI
AGI
AGI
AGI
GATE LOCATION
AGI
MAX. 500mm
AGI
AGI
TBC ON SITE
4.68
AGI
AGI
AGI
3.05
AGI
185°31'
97°25'48"
AGI
AGI
AGI
278°11'
4.05
L GROVE
2.40
97°25'48"
1.14
REFER NOTE 2
8°02'18"
2.40
A
58.35
07
SOIL NAILS ARE SHOWN
4.72
187°05'
2.40
REFER SPOON
INDICATIVE ONLY
184°55'18"
S
4.14
DRAIN DETAIL
S
S
58.41
S
S
NEW 600W CONCRETE SPOON DRAIN
EVENLY GRADED TO MATCH EXISTING
277°25'48"
LEVELS ALONG SOUTHERN EDGE
SECTION A-A TYPICAL RETAINING NAILING WALL SECTION
51.04
#1
31.65
88°11'
MATCH SPOON DRAIN NEATLY TO EX.
SITE PLAN
INVERT & ENSURE FREE DRAINAGE
SCALE 1:50
NOTE 1 - REFER GEOTECHNICAL REPORT PREPARED BY FMG No. 281686 DATED 30.09.2022
NOTE 2 - ALL FILL MATERIAL IN THE AREA CIRCLED ABOVE TO BE COMPACTED CLASS 3 20mm SIZE CRUSHED ROCK COMPACTED IN 150mm LAYERS.
NOTE 3 - BEDDING UNDER SPOON DRAIN TO BE 120mm MINIMUM DEPTH CLASS 3 20mm CRUSHED ROCK, IN ACCORDANCE WITH CITY OF DAREBIN
STANDARD DETAILS.
NOTE 4 - SOIL NAILING RETAINING SYSTEM IS DESIGNED IN ACCORDANCE WITH FHWA AND AS 4678-2002.
NOTE 5 - A WATERPROOFING ADMIXTURE SHALL BE ADDED TO THE SHOTCRETE MIXTURE ACCORDING TO THE SUPPLIER’S INSTRUCTION.
1250mm
1250mm
1250mm
METHODOLOGY:
NAILING SYSTEM FOR STABILISING THE SLOPE IN ACCORDANCE WITH THE FOLLOWING METHODOLOGY:
400mm
400mm
400mm
400mm
1) PROVIDE THE TEMPORARY ACCESS AS REQUIRED.
2) UNDERTAKE BULK EARTHWORKS AS REQUIRED TO THE SLOPE OF THE PREPARED GROUND LEVEL. PROVIDE AN EVEN GRADE BETWEEN EXISTING
LEVELS AT TOP AND AT BOTTOM OF BASE (MAX. 1V:2H)
3) PROVIDE STRIP DRAIN 1250mm CTS.(GEOCOMPOSITE CUSPATED STRIP FILTER DRAINS OR SIMILAR PRODUCT).
4) INSTALL STEEL MESH (SL81) TO BE PLACED CENTRALLY.
400mm GEOCOMPOSITE CUSPATED STRIP FILTER DRAINS
5) APPLY SHOTCRETE (F’c=32 MPa) TO THE SURFACE OF REINFORCED AREA (120 mm THICK).
(40mm PVC DOUBLE DIMPLE STRIP FILTER DRAIN) OR
6) DRILL HOLES WITH A DEPTH OF AROUND 3000mm IN THE SOIL WITH 25 DEGREES DOWNWARD TO THE HORIZON IN A PATTERN OF 1250mm CTS.
SIMILAR PRODUC. AT 1250 CTS.
HORIZONTALLY, 1250mm CTS. VERTICALLY.
7) INSTALL THE PREPARED NAILS, INJECT THE CEMENT GROUT TO THE ANNULUS BETWEEN THE NAILS AND THE HOLE.
TYPICAL DRAINAGE SYSTEM
8) APPLY STEEL END PLATES TO THE NAIL HEADS AND APPLY THE PROTECTIVE CONCRETE ON IT.
PLAN VIEW
FOR INFORMATION ISSUE
ISSUED FOR CONSTRUCTION
9) PROVIDE A CONNECTION AT THE BOTTON FROM THE STRIP DRAIN TO A SPOON DRAIN.
NOT FOR CONSTRUCTION
UPON APPROVAL FROM STATUTORY AUTHORITIES
Engineering
ADELAIDE
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N.T.S
A
PRELIMINARY ISSUE
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TENDER ISSUE
26.08.2022 EM MS
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PLAN, SECTION AND DETAIL
S10
Quality Management Systems ISO 9001 Certified
©
400mm GEOCOMPOSITE CUSPATED STRIP FILTER
DRAINS (40mm PVC DOUBLE DIMPLE STRIP FILTER
DRAIN) OR SIMILAR PRODUC. AT 1250 CTS.
APPROVED 14mm AGGREGATE
150
REFER NOTE 2
PROVIDE PENETRATIONS IN
SHOTCRETE SLAB WITH 90mm DIA.
200
AGI DRAIN AT 1250 CTS. ALIGNING
EXISITING LEVELS
WITH STRIP DRAINS
VARIES
200
25 CHAMFER
180-330mm
120
600
REINFORCEMENT TO CONSIST OF F8TM
PLACED 50mm ABOOVE BOTTOM OF
CONCRETE INVERT DRAIN
BEDDING - REFER NOTE
NOTE 1 - BEDDING UNDER SPOON DRAIN TO BE 120mm MINIMUM DEPTH CLASS 3 20mm
CRUSHED ROCK, IN ACCORDANCE WITH CITY OF DAREBIN STANDARD DETAILS.
NOTE 2 - APPROVED 14 mm CRUSHED ROCK AGGREGATE (FINE MATERIAL PORTION LESS
THAN 3 PERCENT)
REFER B2 MATERIAL FROM TABLE BELOW AS ACCEPTABLE PARTICLE SIZE RANGE FOR
DRAINAGE MATERIAL
Table 702.051 - Grading Requirements for Granular Filter Material
Sieve
Limits of Grading (% passing by mass)
Size
AS
Single and First Stage Filters
Second Stage Filters
(mm)
A2
A3
A4
A5
A6
B1
B2
B3
B4
37.5
-
-
-
-
100
-
-
-
-
26.5
-
-
-
-
-
-
-
-
100
19.0
-
-
-
100
85-100
-
100
100
70-100
13.2
-
-
-
90-100
-
-
90-100 90-100
0-70
9.50
100
100
100
70-100 65-100
100
70-100 40-70
0-25
4.75
90-100 90-100 70-100 28-100 48-82 70-100 28-100
0-15
-
2.36
75-100 70-100
0-50
0-28
30-60
0-50
0-28
0-5
0-5
1.18
50-98
40-65
0-10
0-8
15-40
0-10
0-8
-
-
0.600 30-80
12-40
-
-
5-25
-
-
-
-
0.300 10-40
0-16
0-5
0-5
0-10
0-5
0-5
-
-
0.150
0-7
0-4
-
-
0-5
-
-
-
-
FOR INFORMATION ISSUE
ISSUED FOR CONSTRUCTION
0.075
0-3
0-3
0-3
0-3
0-3
0-3
0-3
0-3
0-3
NOT FOR CONSTRUCTION
UPON APPROVAL FROM STATUTORY AUTHORITIES
Engineering
ADELAIDE
City of Darebin
EM
EM
MELBOURNE
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PERMANENT BATTER REINSTATEMENT DETAIL
B
FOR CONSTRUCTION
16.12.2022 EM HC
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@ A1
N.T.S
A
PRELIMINARY ISSUE
22.11.2022 EM HC
P 03 9815 7600 2 Domville Ave, Hawthorn VIC 3122
42 James Street, NORTHCOTE, VIC 3070
T2
TENDER ISSUE
30.09.2022
S44580-281686
EM HC
T1
TENDER ISSUE
26.08.2022 EM MS
ABN 58 083 071 185
B
DETAILS
S11
Quality Management Systems ISO 9001 Certified
©
FOR INFORMATION ISSUE
ISSUED FOR CONSTRUCTION
NOT FOR CONSTRUCTION
UPON APPROVAL FROM STATUTORY AUTHORITIES
Engineering
ADELAIDE
City of Darebin
EM
EM
MELBOURNE
your success. SYDNEY
HC
PERMANENT BATTER REINSTATEMENT DETAIL
B
FOR CONSTRUCTION
16.12.2022 EM HC
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@ A1
N.T.S
A
PRELIMINARY ISSUE
22.11.2022 EM HC
P 03 9815 7600 2 Domville Ave, Hawthorn VIC 3122
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T2
TENDER ISSUE
30.09.2022
S44580-281686
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T1
TENDER ISSUE
26.08.2022 EM MS
ABN 58 083 071 185
B
DETAILS
S12
Quality Management Systems ISO 9001 Certified
©
8°06'
LOT 1
39.62
TP548958
62.75
#42 JAMES STREET
PS627166
BRICK BUILDING
39.62
62.25Inv
62.74
8°04'10"
WITH PITCHED GI ROOF
#44 JAMES ST
62.57Inv
110Ø
S
62.51
S
100Ø
12.21
277°23'57"
62.67
VIP RL 62.72
4.68
3.05
185°31'
97°25'48"
278°11'
4.05
#1A CAMPBELL GROVE
2.40
97°25'48"
1.14
8°02'18"
2.40
58.35
PS726307
4.72
187°05'
2.40
184°55'18"
S
S
VIP RL 60.427
VIP RL 60.308
4.14
S
S
S
58.41
S
S
S
S
VIP RL 59.677
VIP RL 59.45
277°25'48"
51.04
31.65
#1
VIP RL 58.466
VIP RL 58.359
188°11'
CAMPBELL
#3
GROVE
CAMPBELL
GROVE
LOT 1 LP30462
LOT 2 LP30462
DATUM RL 55.000
HORIZONTAL
L=1.181
L=1.022
L=4.887
L=5.315
L=3.679
L=2.332
L=5.010
L=1.297
L=2.902
L=1.707
L=2.837
VERTICAL
G=-98.303%
G=-2.389%
G=-48.606%
G=-7.843%
G=-57.623%
G=-3.768%
DESIGN
62.720
61.558
60.554
60.427
60.314
60.308
59.677
59.571
59.450
58.951
58.466
58.359
SURVEY
62.578
61.017
60.671
60.427
60.325
60.308
59.704
59.576
59.450
59.024
58.466
58.359
CUT(-) / FILL(+)
0.141
0.541
-0.118
0.000
-0.011
0.000
-0.027
-0.006
0.000
-0.073
0.000
0.000
CHAINAGE
0
1.181
2.203
2.332
7.091
7.342
8.639
10
11.541
12.406
13.248
16.085
S
S
S
BACK OF SPOON DRAIN - LONGITUDINAL SECTION
A1 HORZ SCALE 1:50
A1 VERT SCALE 1:50
PRELIMINARY ISSUE
ISSUED FOR CONSTRUCTION
NOT FOR CONSTRUCTION
UPON APPROVAL FROM STATUTORY AUTHORITIES
DIAL
BEFORE
YOU DIG
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1 1 0 0
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