Council archive · source document
Appendix A - Engineering Design Plans - 1 of 2 · OPW25/0057
Plans and drawings: the text below has words only, no drawings.
Very large file (17.5 MB): may take a few minutes to open.
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
104
104
104
6
102
106
10
4
108
10
107
105
103
101
4. SUPERVISION, INSPECTION & TESTING SHALL BE CARRIED OUT TO
BULK EARTHWORKS NOTES 9 109
10 FREQUENCY OF COMPACTION
6. IMPORTED FILL MATERIAL SHALL BE LOW PLASTICITY GRANULAR
IT IS THE RESPONSIBILITY OF THE
104
105 LEVEL 1 STANDARD U.N.O. TESTS ARE FILLING. PLACE FILL TO THE BUILDING PLATFORM AREAS IN LAYERS 103
1 01
107 110 CONTRACTOR TO CONTACT THE RELEVANT
10 8
3
108 TO A DEPTH OF AS FOLLOWS: 109 OF LOOSE THICKNESS APPROPRIATE TO THE TYPE OF MACHINERY
10
10
1. STRIP ALL10TOPSOIL
6 ORGANIC MATTERCONTAINING 11 0
9
10 5
111
102
AUTHORITIES TO CONFIRM THE LOCATION OF
4
10
BEING USED AND NOT GREATER THAN 250mm. ANY UNSUITABLE
7
10
100mm AND SPOIL TO SUITABLE STOCKPILE AREA. REMOVE RUBBLE
101 1 2 111 104 104 TO THE
ALL EXISTING SERVICES PRIOR
MATERIAL, OVERSATURATED MATERIALS, ORGANIC MATTER AND LOCATION 1 FREQUENCY 108
MATERIAL SHALL BE IDENTIFIED, REMOVE AND REPLACE AS 104 104
102
109 106 COMMENCEMENT OF EXCAVATION
102 OTHER UNSUITABLE MATERIAL FROM THE SITE. SPECIFIED.110 105
107
108
7 FINISHED LEVEL OR ROAD SUBGRADE (IN 104
10
104 106 110 1 per 100 m
103
0
2. EARTHWORKS ON ALLOTMENTS SHALL BE 108CARRIED109OUT IN 110
CUT OR FILL) 11 7. ALL TESTING OF EARTHWORKS SHALL BE CARRIED OUT AT THE
105
4
111
10
1
107
106
112 11
105
103 104 ACCORDANCE WITH AUSTRALIAN STANDARDS AS3798 - GUIDELINES ALLOTMENT FILL WHERE DEPTH 300 - 500mm 1 per LOT CONTRACTORS EXPENSE UNLESS NOTED OTHERWISE. 105
2
11
ON EARTHWORKS FOR COMMERCIAL 110 AND RESIDENTIAL
105
9
VIOLA PLACE
106
10
103
104 7 ALLOTMENT FILL WHERE DEPTH > 500mm 1 per LOT/500mm STOCKPILE NOTE 107
1
DEVELOPMENTS1-0COMPACTION
106
11
108 TO 95% 1STANDARD
09 (AS1289E1.1). 2
11 ALLOTMENT FILL
113
106
112
LEVEL OF INSPECTION FOR 111 109 105
8
2 LEVEL 1 11101
10
10 3. SIMILARLY, SUBGRADE COMPACTION TO 98% STANDARD 113 1. STOCKPILES OF CONSTRUCTION AND LANDSCAPING MATERIALS,
112
9 1
10 ANY SOFT OR COMPRESSIBLE ZONES AND
6
1021
AND OTHER SITE DEBRIS, SHALL BE LOCATED CLEAR FROM ANY 107
10
(AS1289E1.1). REMOVE
10
105 5. QUALITY TESTS OF IMPORTED113MATERIAL ARE REQUIRED AT A RATE
7
REPLACE WITH SUITABLE MATERIAL. POSITION FROM WHICH IT COULD BE WASHED ONTO ANY FOOTPATH, 110
10
113
OF 1 TEST PER 400 cu m OR PART THEREOF. 108 13 107
103 CT 108 114 NATURE STRIP, ROADWAY, OR INTO ANY DRAIN OR WATERCOURSE.
4
10 111 SP176968 6
LLA 112 10
106
113
NE
110
114 112 108
114 13
5 14
111
115
DIA
5
11 1
1
108 11
107 107
105
112
115
21
103 109
1111
DIAN
3
110 108
114
11
111 110 E LLA C 108
107
103 111 109
4
113
112
104
T
11
6 114
1007 23
103 1 110 14
110
115
5
27 SP176968
11
21 20 17 16 15 SP176968
11 4
SP176968
113
103 28 SP176968 SP176968 SP176968 SP176968 SP176968
4
1
109
10
22 110
115
11
3
SP176968 26
103
10 5
108
108
10 A SP176968 B C
110
3 SP176968
112
10 4
109
11 5
111
120 120 120 109
105
113
11
106
3
115
112
10 103 106 113
5
116117 116 116
11
116117 117 112 110
115 117 116 115 114 113 112 111 111 ACCESS RESERVE
103
117 116 115
LAKE
112
101
0
11
110
106
110
112
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Appendix A - Engineering Design Plans - 1 of 2.pdfRelated documentApplication case desk ↗
About this file
- File size
- 17.5 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.