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RFI - Preliminary Earthworks Plans
Plans and drawings
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Log in to see the plans as drawn APPROX. LOCATION OF EXISTING Ø150 SITE PREPARATION NOTES:
NOTE: ALL WORKS TO BE SEWER MAIN. SEWER TO BE · FOLLOWING BULK EXCAVATION AN APPROVED CBR15 MATERIAL SHALL BE IMPORTED
ACCURATELY LOCATED VIA VACUUM
UNDERTAKEN UNDER STRICT EXCAVATION & SURVEY PRIOR TO
TO CONSTRUCT A WORKING PLATFORM A MINIMUM OF 150mm THICK. PLATFORM TO
BE COMPACTED TO 98% MOD (STD) AS1289 E1.1
NOTE: EXISTING SEWER TO BE GUIDEANCE OF ARBORIST COMMENCMENT OF WORKS · THE PLATFORM SHALL BE ROLLED WITH A 15 TONNE ROLLER AND FLOODED USING
PEW
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75mm DIAMETER FIRE HOSE & SPEAR AND COMPACTED VIA HIGH ENERGYVIBRATION
ACCURATELY LOCATED VIA VACUUM
02
BA URT
BY AN EXPERIENCED CONTRACTOR. ANY LOOSE SUBGRADE SHALL BE EXCAVATED
CO
EXCAVATION & SURVEY PRIOR TO AND REPLACED WITH MATERIAL THAT WILL COMPACT TO AT LEAST THE STANDARD
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NK
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COMMENCMENT OF WORKS BELOW.
· FILL FOR BENEATH THE SLAB SHALL BE CLEAN WHITE NATURAL SAND, FREE OF ANY
2
SIA
SHEET PILING TO ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A STABLE FILL.
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MANUFACTURERS SPEC · PLACED IN 200mm MAX LAYERS AND COMPACTED TO A DENSITY INDEX OF 75% AS
S
DETERMINED BY TESTS E6.1 OF AS1289.
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· ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE AS
PROPOSED SEWER
W
PAD LEVEL DETERMINED BY GEOTECHNICAL ENGINEER OR SHORED VIA SHEET PILING OR
RELOCATION SUBJCT TO OTHER APPROVED METHODS.
S
S
RL14.3 UNITYWATER APPROVAL
S
W
· SUBGRADE DENSITY TO BE VERIFIED BY DCP TESTING TO ENGINEERS DIRECTION
PRIOR TO FOOTING CONSTRUCTION.
S
D
W
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PE EARTHWORKS NOTES:
D
W SHEET PILING TO
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02
S
W
MANUFACTURERS SPEC 1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES DETAILED.
ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE
PE E SHEET PILING TO OF THE SITE.
W
W MANUFACTURERS SPEC 2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR
03
FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
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PAD LEVEL
W
RL18.0
DETAILS.
RL10.8 3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-1996
D
"GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS"
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RL18.0
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- LEVEL ONE (1) SUPERVISION AND TESTING.
4. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
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PROPOSED SEWER
W
RELOCATION SUBJCT TO SPECIFICATION.
UNITYWATER APPROVAL PE F
W
W
S
03 D
POSCW
SHEET PILING TO
S SHEET PILING NOTES:
ENVIRONMENTAL
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MANUFACTURERS SPEC · ALL TEMPORARY AND PERMANENT SHEET PILING TO BE DESIGNED, DOCUMENTED
| | |
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D MANAGEMENT &
S CONSERVATION ZONE AND CERTIFIED BY THE SHEET PILING CONTRACTOR
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| · ALL SHEET PILING, WHALERS, GROUND ANCHORS ETC. TO BE DESIGNED IN
|
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D ACORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS, LOCAL AUTHORITY
SHEET PILING TO
S PAD LEVEL | | | | | | | |
MANUFACTURERS SPEC
REQUIREMENTS & PROVISIONS OF THE WORKPLACE HEALTH AND SAFETY ACT.
| | EX5
· DESIGN LOADS DUE TO RETAINED SOIL, GROUND- WATER, ADJACENT STRUCTURES &
RL10.8
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1
PE | |
G
W | | SERVICES, SURCHARGES, CONSTRUCTION TRAFFIC ETC. ARE TO BE DETERMINED BY
03 | |
EXTENT OF TEMPORARY
| |
THE SHEET PILING CONTRACTOR IN LIASON WITH THE GEOTECHNICAL CONSULTANT
| |
1 IN 2 BATTER
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W
D
| | & STRUCTURAL ENGINEER.
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| | · ALL EXISTING SERVICES TO BE LOCATED ON SITE BY THE SHEET PILING
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EX6
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1
S
CONTRACTOR. ANY DAMAGE CAUSED TO EXISTING SERVICES BY SHEET PILING
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SHEET PILING TO | |
| |
OPERATION ARE TO BE RECTIFIED BY THE SHEET PILING CONTRACTOR.
MANUFACTURERS SPEC | |
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7 · THE SHEET PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION
|
1
PAD LEVEL DAMAGE OR OTHER DEGRADATION OF ADJACENT STRUCTURES, SERVICES ETC DUE
| TO SHEET PILING OPERATIONS. ANY SUCH DAMAGE INCURRED IS TO BE RECTIFIED
RL17.05
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| |
| | AT THE SHEET PILING CONTRACTOR'S EXPENSE.
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| | · THE SHEET PILING CONTRACTOR'S ENGINEER WILL PREPARE AND CERTIFY WORK
W
S
OUT
1
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| || METHOD STATEMENTS WHICH DETAIL SEQUENTIAL PROCESSES FOR:
| |
- SHEET PILE INSTALLATION
- EXCAVATION
- ANCHOR INSTALLATION, TENSIONING & GROUTING
LEGEND · ALL WORKS SHALL BE CARRIED OUT INACCORDANCE WITH THE WORK METHOD
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STATEMENT
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W
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PROPOSED EARTHWORKS CUT · SHEET PILES TO BE INSTALLED PLUMB & WITHIN 50mm OF DESIGN PLAN ALIGNMENT
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· VIBRATION MONITORING IN ACCORDANCE WITH AUSTRALIAN STANDARDS TO BE
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| |
CARRIED OUT DURING ALL SHEETPILING AND ANCHORING OPERATIONS.
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· MAXIMUM VIBRATION LIMITS OF 5MM/SEC TO BE ACHIEVED FOR ADJACENT
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100mm COMPACTED GRAVEL
W
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HARDSTAND CBR15 ''EMERALD'' BUILDING
>
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| POSCW
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D | | | · CONTRACTOR TO INDEMNIFY PRINCIPLE AGAINST ANY ACTIONS ARISING FROM
| | ENVIRONMENTAL
>
8.90 PROPOSED EARTHWORKS LEVEL STRUCTURAL OR COSMETIC DAMAGE TO ''EMERALD'' BUILDING DUE TO
MANAGEMENT &
CONSTRUCTION OPERATIONS.
>
CONSERVATION ZONE
S
W
EXTENT OF TEMPORARY
W SHEET PILING TO MANUFACTURERS
NOTE:
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1 IN 2 BATTER D DESIGN & CERTIFICATION.
>
S ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO CONSTRUCTION. ANY
S W | | | | | | | | | | | | | |
PROPOSED TOP OF BATTER
DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT CONTRACTORS EXPENSE.
ALL BATTER GRADIENTS PROPOSED TOE OF BATTER
TO BE CONFIRMED BY EXISTING SURFACE CONTOUR
GEOTECHNICAL NETT EARTHWORKS VOLUMES
E EXISTING ELECTRICAL RETICULATION
ENGINEER'S ONSITE T EXISTING TELSTRA RETICULATION EARTHWORKS FILL (SOLID) = 0m³
D EXISTING STORMWATER DRAINAGE
EARTHWORKS CUT = 74946m³
ALL WORKS TO BE CARRIED OUT IN STRICT W EXISTING WATER RETICULATION
ACCORDANCE WITH APPROVED SETTLERS S EXISTING SEWER RETICULATION NOTE: ALL QUANTITIES SOLID COMPACTED IN GROUND. VOLUMES HAVE BEEN
0 10 20 30 40 50 COVE NOOSA RESIDENTIAL HIGH DENSITY CALCULATED FROM EXISTING SURFACE TO EARTHWORKS PAD LEVEL (VOLUMES
ENVIRONMENTAL MANAGEMENT PLAN (EMP1) STORMWATER MANHOLE / LABEL INCLUDE ADDITIONAL EXCAVATION REQUIRED FOR CBR15 MATERIAL AND
DATED 21 JULY 2005 BY WBM OCEANICS. EXCAVATION FOR TEMPORARY BATTERS
SCALE 1:500 (A1), 1:1000 (A3)
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 PRELIMINARY EARTHWORKS LAYOUT
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:
A6769-22-PEW01 B 1 of
STEVEN HARRISON
Email: [email protected]
B
A
10/07/2023
05/10/2022
ISSUE FOR APPROVAL
ISSUE FOR APPROVAL
PBL
PBL
S.H.
S.H.
.......................
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 : a6769-22-PEW01 EARTHWORKS LAYOUT.dwg - DATE : 10/7/23 - 2:44pm - XREF's: X-SURVEY; X-ARCH 3 ground; X-ARCH 1 basement; X-ARCH 2 lower ground; H-Approved-SH; H-Checked-SH Council Ref:
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