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A6107-22-L9-EW01 [C] Earthworks Layout · OPW22/0166
From the archive 220906 - OPW220166_RFI.zip, inside OPW22/0166 - Response to Request for Information. File date in the archive: 2022-09-06 10:57.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
4
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13
D
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SITE PREPARATION NOTES:
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13
10
52
NOTE: STABILITY & INTEGRITY OF
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D · FOLLOWING BULK EXCAVATION AN APPROVED CBR15 MATERIAL SHALL BE IMPORTED
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13
.8
EXISTING BOULDER RETAINING WALLS
0
0 2
W
SP195871 TO CONSTRUCT A WORKING PLATFORM A MINIMUM OF 150mm THICK. PLATFORM TO
.1
.9 1
13
BE COMPACTED TO 98% MOD (STD) AS1289 E1.1
E E TO BE MONITORED & ASSESSED
7 78
W
.8 2.
T
SP m
12
· THE PLATFORM SHALL BE ROLLED WITH A 15 TONNE ROLLER AND FLOODED USING
0 12 1
19 t DURING EARTHWORKS & SUBGRADE
D 75mm DIAMETER FIRE HOSE & SPEAR AND COMPACTED VIA HIGH ENERGYVIBRATION
5
.6
58 NCOMPACTION
13
BY AN EXPERIENCED CONTRACTOR. ANY LOOSE SUBGRADE SHALL BE EXCAVATED
13
95
1
7
.0
71
.3
.0 AND REPLACED WITH MATERIAL THAT WILL COMPACT TO AT LEAST THE STANDARD
.
13
13
13
13
MH D
4
72
.1 BELOW.
W
W
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13
29
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MH
T
E S · FILL FOR BENEATH THE SLAB SHALL BE CLEAN WHITE NATURAL SAND, FREE OF ANY
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.
13
13
W ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A STABLE FILL.
D
REFER TO DRAWING #04 S E
· PLACED IN 200mm MAX LAYERS AND COMPACTED TO A DENSITY INDEX OF 75% AS
E
W S DETERMINED BY TESTS E6.1 OF AS1289.
14
· ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE AS
S
S D
S
E
Em DETERMINED BY GEOTECHNICAL ENGINEER OR SHORED VIA SHEET PILING OR
SP1 t S P
13
S OTHER APPROVED METHODS.
958 · SUBGRADE DENSITY TO BE VERIFIED BY DCP TESTING TO ENGINEERS DIRECTION
TEMPORARY 6m WIDE 71 MH PRIOR TO FOOTING CONSTRUCTION.
11
S
CONSTRUCTION ACCESS MH
D
10
SPA
EARTHWORKS NOTES:
7
02
12
EW
TO907-909
SWIMMING
REFER POOL
DWG
1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES DETAILED.
8
02
X
ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE
EW
8
OF THE SITE.
2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR
15
X
FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
9
9 DETAILS.
EW 3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-1996
0 3
X
"GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS"
6 - LEVEL ONE (1) SUPERVISION AND TESTING.
EXISTING SHEET PILING AS EW 4. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
14
X
02 SPECIFICATION.
PART OF STAGE 4B WORKS
100 605
13
SP305332
X
EARTHWORKS PAD SP195871 SHEET PILING NOTES:
11
13
LEVEL RL9.85 (NOM) · ALL TEMPORARY AND PERMANENT SHEET PILING TO BE DESIGNED, DOCUMENTED
AND CERTIFIED BY THE SHEET PILING CONTRACTOR
X
10
10 · ALL SHEET PILING, WHALERS, GROUND ANCHORS ETC. TO BE DESIGNED IN
12
EW ACORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS, LOCAL AUTHORITY
7
0 3 REQUIREMENTS & PROVISIONS OF THE WORKPLACE HEALTH AND SAFETY ACT.
X
ALL WORKS TO BE CARRIED OUT IN STRICT · DESIGN LOADS DUE TO RETAINED SOIL, GROUND- WATER, ADJACENT STRUCTURES &
ACCORDANCE WITH APPROVED SETTLERS
8
SERVICES, SURCHARGES, CONSTRUCTION TRAFFIC ETC. ARE TO BE DETERMINED BY
EARTHWORKS PAD COVE NOOSA RESIDENTIAL HIGH DENSITY THE SHEET PILING CONTRACTOR IN LIASON WITH THE GEOTECHNICAL CONSULTANT
12
X
UP
LEVEL RL10.2 (NOM) 5 ENVIRONMENTAL MANAGEMENT PLAN (EMP1) & STRUCTURAL ENGINEER.
9
EW DATED 21 JULY 2005 BY WBM OCEANICS. · ALL EXISTING SERVICES TO BE LOCATED ON SITE BY THE SHEET PILING
02
CONTRACTOR. ANY DAMAGE CAUSED TO EXISTING SERVICES BY SHEET PILING
X
OPERATION ARE TO BE RECTIFIED BY THE SHEET PILING CONTRACTOR.
9 · THE SHEET PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION
DAMAGE OR OTHER DEGRADATION OF ADJACENT STRUCTURES, SERVICES ETC DUE
SP195871
X
LEGEND TO SHEET PILING OPERATIONS. ANY SUCH DAMAGE INCURRED IS TO BE RECTIFIED
AD ) AT THE SHEET PILING CONTRACTOR'S EXPENSE.
K S P OM PROPOSED EARTHWORKS CUT · THE SHEET PILING CONTRACTOR'S ENGINEER WILL PREPARE AND CERTIFY WORK
N
OR .0 (
12
X
22 A
11
HW L10 METHOD STATEMENTS WHICH DETAIL SEQUENTIAL PROCESSES FOR:
|
11
65
| |
| | R T R
EA VEL - SHEET PILE INSTALLATION
EW
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RP mt
12
LE PROPOSED EARTHWORKS FILL
10
03 - EXCAVATION
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EX
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20
14.0
| - ANCHOR INSTALLATION, TENSIONING & GROUTING
4
|
| |
| |
150mm COMPACTED GRAVEL · ALL WORKS SHALL BE CARRIED OUT INACCORDANCE WITH THE WORK METHOD
EW HARDSTAND CBR15
7
| |
02 STATEMENT
X
| | 13
· SHEET PILES TO BE INSTALLED PLUMB & WITHIN 50mm OF DESIGN PLAN ALIGNMENT
| |
| |
150mm CBR15 TEMPORARY PAVEMENT
12
| · VIBRATION MONITORING IN ACCORDANCE WITH AUSTRALIAN STANDARDS TO BE
3
8
14 CARRIED OUT DURING ALL SHEETPILING AND ANCHORING OPERATIONS.
X
13
X EW · MAXIMUM VIBRATION LIMITS OF 5MM/SEC TO BE ACHIEVED FOR ADJACENT
02 PROPOSED BASEMENT WALL ''EMERALD'' BUILDING
10
9
X TANK/PUMP ROOM
· CONTRACTOR TO INDEMNIFY PRINCIPLE AGAINST ANY ACTIONS ARISING FROM
14
X
EARTHWORKS PAD EXISTING SHEET PILING
X STRUCTURAL OR COSMETIC DAMAGE TO ''EMERALD'' BUILDING DUE TO
LEVEL RL8.2 (NOM)
(NO D
M)
CONSTRUCTION OPERATIONS.
A
RL1 KS P
X POOL AREA | | | | | | | | | | | | | |
PROPOSED TOP OF BATTER
X
EARTHWORKS PAD NOTE:
0.0
606
R
X PROPOSED TOE OF BATTER
LEV THWO
12
> >
03
LEVEL RL8.2 (NOM) > > > ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO CONSTRUCTION. ANY
EW
EW02
X PROPOSED SWALE DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT CONTRACTORS EXPENSE.
EL
SP195871
> >
AR
X
1
EW02
2
11 E
X FINISHED SURFACE CONTOUR
> >
12
|
HABITAT PROTECTION FENCE TO BE ERECTED
||
10
PRIOR TO COMMENCEMENT OF CLEARING WORKS X > > EXISTING SURFACE CONTOUR
LOT 9 - NETT EARTHWORKS VOLUMES
||
X6
PROVIDE SIGNAGE AT 50m SPACINGS " ECOLOGICAL
||
> > >
3m
X E EXISTING ELECTRICAL RETICULATION
||
RESTORATION AREA - NO ACCESS
E > > > | | | | | | | | | | | | | EARTHWORKS FILL (SOLID) = 296m³
|
X | | | |
T EXISTING TELSTRA See the original
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Section 2
RETICULATION
X
| | | |
7
|
9
CO SP195871 X X X X X
8
D EXISTING STORMWATER DRAINAGE EARTHWORKS CUT = 5500m³
N X X ALL BATTER GRADIENTS
ARE SERV 3m SHEET PILING TO EXTEND W EXISTING WATER RETICULATION
A (P ATIO 3m BEYOND RIPS TO BE CONFIRMED BY S EXISTING SEWER RETICULATION
NOTE: ALL QUANTITIES SOLID COMPACTED IN GROUND. VOLUMES HAVE BEEN
OS
CW N APPROX. 21m CALCULATED FROM EXISTING SURFACE TO EARTHWORKS PAD LEVEL (VOLUMES
GEOTECHNICAL INCLUDE ADDITIONAL EXCAVATION REQUIRED FOR CBR15 MATERIAL AND
P) BUND RL9.25MIN
X X
HABITAT FENCE
ENGINEER'S ONSITE EXCAVATION FOR TEMPORARY BATTERS
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL
A.B.N. 91 611 354 511
EARTHWORKS LAYOUT
FOR APPROVAL Date: JUNE 2021
26 Memorial Avenue, Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT LOT 9
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked: . . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at SERENITY CLOSE, NOOSA DRAWING No:
A6107/22/L9/EW01 C 1 of 3
C 23/08/2022 RFI RESPONSE SS S.H. Email: [email protected]
STEVEN HARRISON
B
A
01/07/2022
20/06/2022
EARTHWORKS VOLUMES ADDED
ISSUE FOR APPROVAL
PBL
PBL
SKH
S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CAPE BOUVARD DEVELOPMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6107-22-L9-EW01.dwg - DATE : 2/9/22 - 11:39am - XREF's: X-BASE; X-ARCH LOWER GROUND; X-ARCH UPPER GROUND; X-ARCH STG4B LANDSCAPE; X-ARCH STG4B LANDSCAPE LEVELS; X-ARCH STG4B LEVEL1; X-ARCH STG4B BASEMENT; X-SURVEY; X-LANDSCAPECouncil Ref:
LOWER; X-LANDSCAPE UPPER; 2017008 landscape base
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