Original source · versioned page text
Attachment 7 - Civil Drawings_LR
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
CARPARK / INTERNAL PAVEMENT NOTES REINFORCED CONCRETE NOTES:
O/s 7.11
kl 7.70
8.00
tw 8.37 tw 8.72 tw 8.64 8.00 tw 8.32 tw 8.07
· THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALTA PROJECTS STANDARD SPECIFICATIONS, IPWEAQ, LOCAL GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD SPECIFICATIONS
8.00
7.75 8.00
7.75
O/s 0.15
O/s 0.13
7.75
AUTHORITY AND DEPARTMENT OF TRANSPORT AND MAIN ROADS (DTMR) AND AUSTRALIA STANDARDS. ANY CONFLICTS AS 3600 "SAA CONCRETE STRUCTURES CODE".
7.50
7.75 7.50
7.75
7.10
7.50
7.94
7.90 7.23 7.25
SHALL BE REFERRED TO THE ENGINEER FOR CLARIFICATION.
7.75
6.87
cl 7.90
7.00
6.75
kl 7.66
7.33
IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD
7.47
6.50
· ALTA PROJECTS HAVE NOT UNDERTAKEN A RISK ASSESSMENT OF THE PROPOSED CARPARK DESIGN AND LAYOUT WITH
EB 7.75 EB 7.77
6.40 6.31
7.09
7.29 7.28
SPECIFICATIONS AND CODES OR THEIR LATEST REVISION SHALL APPLY:
7.38
RESPECT TO TRAFFIC OR PEDESTRIAN SAFETY, TRIP HAZARDS, WPHS REQUIREMENTS ETC. SPECIALIST ADVICE SHOULD BE
7.26
E
7.35 7.01
EB 7.71
S
kl 7.63
AS 1012 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS).
6.25
EB 7.71
1
SOUGHT IN THIS REGARD.
6.97
7.50
7.36 7.22
8.02 6.26
7.74
8.00
T 7.75
AS 3583.1,2,3,8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS.
2
7.82
7.73 7.41 7.41 7.27
CARPARK AND PAVEMENT SETOUT
D
cl 7.82
7.37
6.18
MATERIALS FOR USE WITH PORTLAND CEMENT.
3
7.42
kl 7.59
7.34
7.45 7.20
7.50
· EXISTING SURFACE LEVELS AND CONTOURS SHOWN ARE BASED ON DIGITAL SURVEY MODELS PROVIDED. EXISTING LEVELS MUST BE
7.40 7.27
23
FL 8.31 7.54 7.25
7.46
FL 7.61 7.00 6.95
4
CONFIRMED ON SITE BY THE CONTRACTOR AND ANY DISCREPANCIES REFERRED TO THE ENGINEER IN WRITING. AS 3582.1 SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH PORTLAND
22
7.25
5
CEMENT- FLY ASH.
kl 7.55 O/s 8.06
6
· ALL CARPARK SETOUT TO BE AS PER CRITICAL X,Y,Z CO-ORDINATES AND DIMENSIONED DRAWINGS PROVIDED. CONTRACTOR MUST
.2
21
Lot 256 MCH 4539
13
7.70
ge
6
rid
AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES.
FL 0.00
7.25
7.69
20
NOT RELY ON DIGITAL DRAWING FILES OR SCALING OF DRAWINGS FOR SETOUT PURPOSES.
SLMH - 6.54
AS 1302 STEEL REINFORCING BARS FOR CONCRETE.
19
cl
cl 7.04
IL - 4.57
7.74 7.59
· PAVEMENTS TO GRADE UNIFORMLY BETWEEN CRITICAL X,Y,Z CO-ORDINATES PROVIDED WITH NO UNDOCUMENTED CRESTS OR SAGS
6.25
kl 7.50
AS 1303 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE.
FL 7.43
W IN BETWEEN.
O/s 3.17
W
7.65
kl 7.49
AS 1304 HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR CONCRETE.
18
8
.8
7.50
6.83
10
90° 00' 00"
FL 7.42
63500 mm
ge
7.50
7.53
· WHERE DIGITAL 'TIN' MODELS ARE PROVIDED THEIR ACCURACY IS NOT WARRANTED AND THEY ARE INTENDED FOR INFORMATION AND
rid
7
O/s 3.90
kl 7.48 7.55
17
AS 3972 PORTLAND AND BLENDED CEMENTS.
7.65
D
7.25
7.50
6
.0
EARTHWORKS ROUGH-IN PURPOSES ONLY.
10
7.49
8
TG
7.32
16
7.49 7.31
AS 1379 READY-MIXED CONCRETE (METRIC UNITS)
9
· ALL PAVEMENT SURFACE LEVELS TO BE CONSTRUCTED TO A TOLERANCE OF +/- 5MM UNLESS NOTED OTHERWISE
15
6.50
AS 2758 PART 1 CONCRETE AGGREGATES.
6.50
7.49
10
· CONFORMITY WITH PAVEMENT, KERB, STORMWATER DRAINAGE AND BUILDING DESIGN LAYOUTS, LEVELS, NOTES AND TOLERANCES IS
C1
7.48
7.57
14
B
AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE.
7.51
11
7.50
CRITICAL TO ACHIEVE COMPLIANT GRADIENTS AND MAJOR EVENT FLOOD IMMUNITY.
S
STREET
13
6.25
kl 7.44
12
AS 3610 FORMWORK FOR CONCRETE.
7.24
6
.0
C1
7.34
12
W
7.40 7.38 6.80
ge
· THE CONTRACTOR AND SUPERVISING ENGINEER MUST CONFIRM SUCH DESIGN CONFORMANCE THROUGH 'AS CONSTRUCTED' SURVEY
D
rid
7.51
cl 7.63 B
B
SUPPLY:
7.36
B
C1
FL 7.41
AND FINAL SITE INSPECTION PRIOR TO ISSUE OF CONSTRUCTION CERTIFICATION.
Transformer enclosure
kl 7.42
ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NO ON SITE
7.60
3
.2
7.46
9
.5
12
Survey control station
T
10
·
ge
· NON-CONFORMANCE WITH DESIGN WILL INVALIDATE ANY DESIGN CERTIFICATION PROVIDED BY ALTA PROJECTS
TG
rid
O/s 9.17
B
R02
5
BATCHING IS ACCEPTABLE.
FL 8.25
B 7.2
C1
AS CONSTRUCTED SURVEY
7.30
B
Lot 257 MCH B4891
C1
MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND
7.30
·
THE CONTRACTOR'S SURVEYOR SHALL COMPLETE AND SUBMIT TO ALTA FOR APPROVAL AS CONSTRUCTED SURVEY BASED ON
6.25
BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE.
cl
cl 7.56
7.56
E FL 7.41
kl 7.35
B
6.25
7.57
SET OUT POINTS PROVIDED AT THE FOLLOWING STAGES:-
B See the original
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