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Civil Engineering plans · OPW25/0042
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S CH20.00
| | | | | |
D
SITE PREPARATION NOTES:
E3
ExRL1
E
9.20
EW
ROCK
W GABION
EW
23
S
| | | | |
RETAINING
04
· ALL PLATFORM MATERIAL SHALL BE CLEAN WHITE NATURAL SAND, FREE OF ANY
04
|
19
S
S
WALL EW18.4 DISCOLORATION, SILT,ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A
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L
0
19
F AL
STABLE FILL.
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CH
22
|
· •FOLLOWING BULK EXCAVATION AN APPROVED TYPE 2.5 CBR15 MATERIAL SHALL BE
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IMPORTED TO CONSTRUCT A WORKING PLATFORM OVER ALL BUILDING AND
S
4
|
EW18.2
|
0.
0 TEMPORARY HARDSTAND AREAS AS INDICATED.
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|
F
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W EW18.2
00
EW
ExRL1 · •PLATFORM TO BE COMPACTED TO MINIMUM 98% MDD (STD) AS1289 E1.1
SE
S
9.6 0 | |
6m CK
| |
PROPOSED SEWER
TB
· •THE PLATFORM SHALL BE ROLLED WITH A 15 TONNE ROLLER AND FLOODED USING
05
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21
D
A
S | |
RELOCATION PRIOR TO | | 50mm DIAMETER FIRE HOSE & SPEAR AND COMPACTED BY AN EXPERIENCED
COMMENCEMENT OF EW18.2 | |
ExRL1 CONTRACTOR USING HIGH ENERGY VIBRATION PRODUCING LIQUEFACTION.
0 | |
8.30
TEMP BATTER
EARTHWORKS
W
20 | |
EW17.0 · MINIMUM SUBGRADE DENSITY TO BE SPECIFIED BY THE STRUCTURAL ENGINEER
CH
TO SHEET
| | 0
AREA FOR EACH PLATFORM AREA .
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S
PILING
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60
S
S
ExRL1
9.9 19 | |
| |
· ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE AS
.0
NOTE: ALL WORKS TO BE | |
DETERMINED BY GEOTECHNICAL ENGINEER OR SHORED VIA SHEET PILING OR
JO
W | |
0
19
INS
UNDERTAKEN UNDER STRICT | |
18 | | | | | | | | | | | | | | | | | | |
OTHER APPROVED METHODS.
D
| | | | | | | | | | | | | | | | | | | | | |
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GUIDANCE OF ARBORIST · SUBGRADE DENSITY TO BE VERIFIED BY THE GEOTECHNICAL ENGINEER PRIOR TO
TO
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8
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ROCK GABION 1 | | | |
FOOTING CONSTRUCTION.
E
| | |
W0
RETAINING
|
| | |
FA
W EXISTING SEWER TO BE
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2
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WALL ES
CLH
G 5
L
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EW
RI
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TAKEN UP
S
EW18.0 | | | | EARTHWORKS NOTES:
BU
0
VA 80
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OU
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0
80
| |
IL
ExRL2 L . |
TS
VE 18
| |
DIN EX UILD
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0.2
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| |
1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES DETAILED.
.0
IDE
E LE TO ExRL1
TO F B
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G P TEN ING
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Section 2
W
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7
S EW16.9 .25 EXISTING STORMWATER ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE
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D .0
20
0
O
LO
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PA 18 5 L
LA D 1 E N
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SHEET PILING TO
S
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TO BE TAKEN UP 17E
V S 18 OF THE SITE.
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C
TF . 0m V E
RL LE 5
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MANUFACTURERS SPEC
D
Y 19
OR
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2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR
| |
EW1188.0 17 D .5
IT
| | | |
EW18.2
PA 11
SE
M (NO OPE
ExRL2 0 | |
FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
6m K
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EN W 0.3 0 | |
HA M)
TB
RL
|
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H 5
CH
| | | | | | | | | | | | | | |
ER
DETAILS.
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EW
AC
RD
| | S | |
S S
ST
3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-1996
| | | |
0
ExRL1
10
| | | | D
L
EW16.77.00
AN
| | TEMPORARY | |
"GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS"
7
D
| | | |
TEMP BATTER
0.
ExRL1
| | BATTER | |
- LEVEL ONE (1) SUPERVISION AND TESTING.
(TY
EW18.8
FALL
| |
9.9 TO SHEET
| |
00
0 | | S 1 in 2 MAX 16 | | 4. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
P)
| |
W PILING L | |
S
VE 17
| |
| | | | D SPECIFICATION.
LE 5
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TEMP BATTER 20 17
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EW18.0
16
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0 NT D .5
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PA 11
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1 IN 2 MAX
| | E
EM
CH |
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L
AS RL
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19 VE SHEET PILING NOTES:
| S
18
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FB 15 | |
LE 5 16
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| | | | |
12 | |
ExRL1
7
EW16.6 .00 INE
O | |
D .0 · ALL TEMPORARY AND PERMANENT SHEET PILING TO BE DESIGNED, DOCUMENTED
EL L PA 11
| |
ExRL1
ALL BATTERS TO BE LINED WITH
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19 9.6 V 0. 4 | |
AND CERTIFIED BY THE SHEET PILING CONTRACTOR
EW18.9 LE EW18.8 | |
RL
| |
D .80
00 15 · ALL SHEET PILING, WHALERS, GROUND ANCHORS ETC. TO BE DESIGNED IN
BIDIM A14 GEOFABRIC. BATTER
S | |
PA 18
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| |
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14 ACORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS, LOCAL AUTHORITY
RL GRADIENTS TO BE CONFIRMED BY
| | | | | | | |
| |
ExRL1 | |
| | REQUIREMENTS & PROVISIONS OF THE WORKPLACE HEALTH AND SAFETY ACT.
7.1
TEMP BATTER EW16.5 5 GEOTECHNICAL
15 ENGINEER'S
14 ONSITE · DESIGN LOADS DUE TO RETAINED SOIL, GROUND- WATER, ADJACENT STRUCTURES &
16
| |
CH
ExRL1 8 | |
8.9 1 IN 2 MAX
S | | SERVICES, SURCHARGES, CONSTRUCTION TRAFFIC ETC. ARE TO BE DETERMINED BY
13
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17 THE SHEET PILING CONTRACTOR IN LIASON WITH THE GEOTECHNICAL CONSULTANT
1
|
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W
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40
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| | 14 & STRUCTURAL ENGINEER.
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.0
· ALL EXISTING SERVICES TO BE LOCATED ON SITE BY THE SHEET PILING
18 13
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18 ExRL1
S| | | |
0
ExRL1 7 L | | SHEET PILING TO CONTRACTOR. ANY DAMAGE CAUSED TO EXISTING SERVICES BY SHEET PILING
EW16.5 .3 VE 12
| |
8.2 | | | |
LE 0 OPERATION ARE TO BE RECTIFIED BY THE SHEET PILING CONTRACTOR.
0
1 MANUFACTURERS SPEC
| | |
2
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13
Section 3
|
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D .8 · THE SHEET PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION
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PA 11
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5m
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| |
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14 DAMAGE OR OTHER DEGRADATION OF ADJACENT STRUCTURES, SERVICES ETC DUE
| |
|
ExRL1
RL
5m
11
||
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8.0 | S|
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STABILISED
| | | | L TO SHEET PILING OPERATIONS. ANY SUCH DAMAGE INCURRED IS TO BE RECTIFIED
VE
||
ExRL1
|
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7.2
EW16.4 5 LE 5
| |
AT THE SHEET PILING CONTRACTOR'S EXPENSE.
|
BATTER 11
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5
15
|
D .0 NT
||
|
1 IN 4 MAX PA 11 · THE SHEET PILING CONTRACTOR'S ENGINEER WILL PREPARE AND CERTIFY WORK
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ME 10
| |
ExRL1
16 RL E PRIVATE OPEN SPACE 11
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AS METHOD STATEMENTS WHICH DETAIL SEQUENTIAL PROCESSES FOR:
17.0 7
| |
TEMPORARY FB
| |
CH EO
CONSERVATION - SHEET PILE INSTALLATION
|
160 10
| |
BATTER
| |
LIN PROTECTION WATERWAYS - EXCAVATION
12
| |
.00
|
1 in 2 MAX 9 - ANCHOR INSTALLATION, TENSIONING & GROUTING
| |
| |
ExRL1 16
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9
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6.0
W
· ALL WORKS SHALL BE CARRIED OUT INACCORDANCE WITH THE WORK METHOD
LEGEND
| |
STATEMENT
|
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S
| | | | | | | | | | | | |
10 · SHEET PILES TO BE INSTALLED PLUMB & WITHIN 50mm OF DESIGN PLAN ALIGNMENT
| |
CH ExR 13
| |
169L15.0 PROPOSED EARTHWORKS FILL · VIBRATION MONITORING IN ACCORDANCE WITH AUSTRALIAN STANDARDS TO BE
ExRL1
| |
.23 4.25 CARRIED OUT DURING ALL SHEETPILING AND ANCHORING OPERATIONS.
.5
| |
14
6 EW13.3
15
11
EW13.8 · MAXIMUM VIBRATION LIMITS OF 5MM/SEC TO BE ACHIEVED FOR ADJACENT
>
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|
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| | | |
9
''EMERALD'' BUILDING
| |
L
|
| | | | | 9 PROPOSED EARTHWORKS CUT
VE
W
4| |
>
ExRL1 | | 1|
|
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4.0 | | |
|
LE
| | · CONTRACTOR TO INDEMNIFY PRINCIPLE AGAINST ANY ACTIONS ARISING FROM
| |
|
|
ON
| |
D .80 STRUCTURAL OR COSMETIC DAMAGE TO ''EMERALD'' BUILDING DUE TO
| |
W |
TI F
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15
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| PA 11 | | 300 THK BUILDING PLATFORM HARDSTAND.
|
L A C O | | CONSTRUCTION OPERATIONS.
|
|
| R TYPE 2.5 CBR15. LIQUEFACTION COMPACTION.
2F m | | | |
5m
U1E IN 5
5
| | | |
|
|| |
REFER SITE PREPARATION NOTES.
14.
NOTE:
S
Q | | | |
LI ITH
NT
D ROCK GABION WALL. REFER
|
|||
| | | |
0
ME
NO W | | 150 THK BUILDING PLATFORM HARDSTAND.
| |
.5
|
| ||
DRAINAGE DRAWINGS FOR DETAILS ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO CONSTRUCTION. ANY
L13
| | | |
Y ON
SE
|
W
| ||
S
L | | | | TYPE 2.5 CBR15. LIQUEFACTION COMPACTION.
W
R
I
14
||
CT T DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT CONTRACTORS EXPENSE.
A
| |
|
Ex
|
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FB
RI AC E
|
| | | | REFER SITE PREPARATION NOTES.
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10
| |
ST MP ON
| |
EO
|
|||
| |
13.5
D | |
PROPOSED TOP OF BATTER
CO C Z
| | | | | | | | | | | | | |
13 | |
S
150 THK TEMPORARY HARDSTAND.
|
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|||
LIN
|| | | | |
| |
RI
|
|
|| | | | | | | TYPE 2.5 CBR15.LIQUEFACTION COMPACTION PROPOSED TOE OF BATTER
EXTENT OF TEMPORARY || | |
| | | | 8
13
W
1 IN 2 BATTER BASE
OF
|| | |
|| | |
| |
| |
1|1 |
|
|
NOT REQUIRED. TAKE UP PRIOR TO SOFT
RL13.0 PMT
9 LANDSCAPING. TRESS TO BE RETAINED
S
|| | |
| | | |
W
| |
NE
ExTW13 | |
||
13
ExRL12 .23
.59 ExRL12 | | 300 THK TEMPORARY HARDSTAND OVER
7
.51
| |
| |
EXISTING PAD MOUNT | | | | Section 4
ZO SEWER/STW.
EXISTING SURFACE CONTOUR
| |
W RL12.78
D TRANSFORMER | | C
| |
RI
TYPE 2.5 CBR15. LIQUEFACTION COMPACTION E EXISTING ELECTRICAL RETICULATION
S S 6
NOT REQUIRED. TAKE UP PRIOR TO SOFT
12
T EXISTING TELSTRA RETICULATION
LANDSCAPING.
W
W D EXISTING STORMWATER DRAINAGE
D 8.90 PROPOSED EARTHWORKS LEVEL
13
S
S S W EXISTING WATER RETICULATION
S
10 SHEET PILING TO MANUFACTURERS S EXISTING SEWER RETICULATION
DESIGN & CERTIFICATION.
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL
A.B.N. 91 611 354 511 EARTHWORKS LAYOUT - SHEET 1
FOR APPROVAL Date: AUG 2022 26 Memorial Avenue, Cotton Tree PROPOSED HOTEL
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 3-7 SERENITY CLOSE, NOOSA HEADS DRAWING No:
A6769-24-EW01 A 1 of
STEVEN HARRISON
Email: [email protected]
A
1
27/02/2025
22/01/2025
ISSUE FOR APPROVAL
PRELIMINARY ISSUE
PL
PL
S.H.
SH
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CALILE MALOUF INVESTMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6769-24-EW01-EW02 EARTHWORKS LAYOUT.dwg - DATE : 28/2/25 - 12:13pm - XREF's: X-SURVEY; X-ARCH 3 ground; X-ARCH 1 basement; X-ARCH 2 lower ground; X-ARCH 4 level01; X-SURVEY water; X-BASE; X-SURVEY retained trees; H-Approved-SH; H-Checked-SH Council Ref:
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