Council archive · source document
Engineering Plans · MCU18/0094
Attached to the e-mail Multiple Housing Type 4 Conventional - 4 units (Covering letter, DA Form 1, Eng Plans, Eng Report, Owners Consent, Planning Report , Traffic Report) - MCU18/0094.
Plans and drawings: the text below has words only, no drawings.
569
SITE PREPARATION NOTES:
1. THE PLATFORM SHALL BE ROLLED WITH AN 8 TONNE AXLE LOAD,
R03
R03
E
F
ANY LOOSE SUBGRADE SHALL BE EXCAVATED AND REPLACED
WITH MATERIAL THAT WILL COMPACT TO A LEAST THE STANDARD
BELOW.
IL:112.61
2. FILL SHALL BE GRANULAR SOUND MATERIAL OF SOAKED CBR15
(MINIMUM), FREE OF ANY ORGANIC MATTER OR ANY MATERIAL
RL
0
4.1
11
PROPERTY BOUNDARY THAT WILL NOT FORM A STABLE FILL.
11
4.0
RW1
5
0
5
4.1
4.2
4.2
RL
70
11
11
11
3
RL
RL
RL
RL
3. PLACED IN 200mm MAX LAYERS AND COMPACTED IN CASE OF
4.3
1
114.15
RL
14
11
COHESIVE MATERIALTO A DRY DENSITY RATIO OF 95% OF THE MAX
11
.30
RL
114.30
4.0
114.20 DRY DENSITY AS DETERMINED BY TESTS E2.1 OF AS1289 IN CASE
80
PROPERTY BOUNDARY OF COHESIONLESS MATERIAL TO A DENSITY INDEX OF 75% AS
A 114.25 DETERMINED BY TESTS E6.1 OF AS1289.
50
5
4.3
4.2
R03
11
11 114.35
RL
RL
4.RW1 114.30 4. THE EXCAVATION IS TO BE MAINTAINED IN A DRAINED STATE FOR
THE PERIOD OF CONSTRUCTION VIA THE USES OF TEMPORARY
114
114.35
0
35
SUMPS & PUMPING TO DISCHARGE TO THE EXTERNAL
11
STORMWATER SYSTEM.
RL
5
0
4.2
5
4.3
4.3 5. ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S
11
11
11
GARAGE GARAGE GARAGE GARAGE
RL
ANGLE OF REPOSE OR SHORED VIA SHEET PILING OR OTHER
RL
RL
FFL114.4 FFL114.4 FFL114.4 FFL114.4 APPROVED METHODS.
PROPERTY BOUNDARY
PROPOSED PROPOSED PROPOSED PROPOSED
EARTHWORKS NOTES:
RW1
0
TOWNHOUSE 4 TOWNHOUSE 3 TOWNHOUSE 2 TOWNHOUSE 1
.4 0
1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL
4
11
MEASURES DETAILED. ALL PERIMETER CONTROL MEASURES SHALL BE
RL
INSTALLED PRIOR TO DISTURBANCE OF THE SITE.
0
4.4
11
WM
2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING
RL
TOPSOIL FOR FUTURE USE. REFER SEDIMENT AND EROSION CONTROL
FFL114.5 FFL114.5 FFL114.5 FFL114.5 NOTES FOR TREATMENT DETAILS.
114.25
3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF
D
RW2
AS 3798-2007 "GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND
R03 RESIDENTIAL DEVELOPMENTS" - LEVEL ONE (1) SUPERVISION AND
TESTING.
0
00
.40
4.4
4
4. MINIMUM RELATIVE COMPACTION:
11
11
RL
RL
- 95% STANDARD AS1289.S.1.1
73
.20
8
4.7
4.2
4
5. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY
115
11
11
11
RW2 PROPERTY BOUNDARY
RL
DENSITY RATIO (M.D.D.R.) OF 100% STD.
RL
RL
Ex
Ex
6. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA
PROJECTS STANDARD SPECIFICATION & LOCAL AUTHORITY
0
4.3
REQUIREMENTS.
11
RL
5
GENERAL NOTES:
114.2
R03
R03
B
C
0
114.2
1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND SHOWN
ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO LIAISE
WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO COMMENCEMENT
OF CONSTRUCTION TO DETERMINE THE LOCATION AND LEVEL OF ALL
EXISTING SERVICE UTILITIES. THE CONTRACTOR SHALL BEAR THE
H COST OF ANY DAMAGE TO EXISTING SERVICES.
E/O
11
4
5
2. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR
4.2
0
5
4.2
4.1
11
ROADWORKS, DRAINAGE WORKS, SERVICE CONDUITS ETC. PRIOR TO
11
11
RL
RL
RL
H BACKFILLING. ALL SURVEY TO BE CARRIED OUT BY A LICENCED
E/O
115 SURVEYOR TO THE REQUIREMENTS OF THE LOCAL AUTHORITY.
3. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL
H SURVEY, THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION
E/O
MAY BE VARIED BY THE SUPERINTENDENT ON SITE.
LEGEND
PROPOSED EARTHWORKS CUT
PROPOSED EARTHWORKS FILL
114.40 PROPOSED FINISHED SURFACE LEVEL
RW1 PROPOSED RETAINING WALL RW1
REFER EW05 FOR DETAILS.
RW2 PROPOSED RETAINING WALL RW2
REFER EW05 FOR DETAILS.
0 2.0 4.0 6.0 8.0 10.0m EXISTING SURFACE CONTOURS
S EXISTING SEWER RETICULATION
SCALE 1:100 A1, 1:200 A3
E/OH EXISTING OVER HEAD POWER LINE
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: WM PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: NG PRELIMINARY EARTHWORKS LAYOUT PLAN
FOR APPROVAL Date: FEB 2017
A.B.N. 91 611 354 511
26 Memorial Avenue, Cotton Tree PROPOSED MULTIPLE HOUSING DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked: . . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 15 GARNET STREET, COOROY DRAWING No:
A6265/18/PEW01 B 1 of 1
Email: [email protected]
B
A
25/05/18
08/03/18
FOR APPROVAL ISSUE
FOR APPROVAL ISSUE
NG
NG
SH
SH
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for THE WHATHAM BOYS PROPERTY TRUST.
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : A6265-18-EW01.dwg - DATE : 25/5/18 - 4:46pm - XREF's: X-BASE; X-SURVEY; X-ARCH (B) Council Ref:
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