Council archive · source document
20220620 a6107 - Civil Plan Set - FOR APPROVAL · OPW22/0166
Plans and drawings: the text below has words only, no drawings.
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
D
NOTE: STABILITY & INTEGRITY OF D 10 SITE PREPARATION NOTES:
· FOLLOWING BULK EXCAVATION AN APPROVED CBR15 MATERIAL SHALL BE IMPORTED
W
EXISTING BOULDER RETAINING WALLS SP195871 TO CONSTRUCT A WORKING PLATFORM A MINIMUM OF 150mm THICK. PLATFORM TO
E E TO BE MONITORED & ASSESSED
SP m
T
W
BE COMPACTED TO 98% MOD (STD) AS1289 E1.1
19 t
D · THE PLATFORM SHALL BE ROLLED WITH A 15 TONNE ROLLER AND FLOODED USING
DURING EARTHWORKS & SUBGRADE
58 N 75mm DIAMETER FIRE HOSE & SPEAR AND COMPACTED VIA HIGH ENERGYVIBRATION
13
71 COMPACTION BY AN EXPERIENCED CONTRACTOR. ANY LOOSE SUBGRADE SHALL BE EXCAVATED
MH D AND REPLACED WITH MATERIAL THAT WILL COMPACT TO AT LEAST THE STANDARD
W
W
T BELOW.
MH E S
W
· FILL FOR BENEATH THE SLAB SHALL BE CLEAN WHITE NATURAL SAND, FREE OF ANY
D ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A STABLE FILL.
S E
REFER TO DRAWING #04
· PLACED IN 200mm MAX LAYERS AND COMPACTED TO A DENSITY INDEX OF 75% AS
E
S
DETERMINED BY TESTS E6.1 OF AS1289.
W
14
S
S D · ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE AS
S
E
E
SP1mt S
DETERMINED BY GEOTECHNICAL ENGINEER OR SHORED VIA SHEET PILING OR
13
S
958 P OTHER APPROVED METHODS.
TEMPORARY 6m WIDE 71 MH
S
· SUBGRADE DENSITY TO BE VERIFIED BY DCP TESTING TO ENGINEERS DIRECTION
11
CONSTRUCTION ACCESS MH PRIOR TO FOOTING CONSTRUCTION.
D
10
EARTHWORKS NOTES:
7
2
12
0
EW
1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES DETAILED.
8
02
X
EW
ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE
8
OF THE SITE.
15
2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR
X
9
9 FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
EW DETAILS.
03
3. FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-1996
X
"GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS"
6 - LEVEL ONE (1) SUPERVISION AND TESTING.
EXISTING SHEET PILING AS EW
14
02 4. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
X
PART OF STAGE 4B WORKS
100 605
SPECIFICATION.
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
10
X
10 AND CERTIFIED BY THE SHEET PILING CONTRACTOR
· ALL SHEET PILING, WHALERS, GROUND ANCHORS ETC. TO BE DESIGNED IN
12
EW
7
03 ACORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS, LOCAL AUTHORITY
X
REQUIREMENTS & PROVISIONS OF THE WORKPLACE HEALTH AND SAFETY ACT.
ALL WORKS TO BE CARRIED OUT IN STRICT · DESIGN LOADS DUE TO RETAINED SOIL, GROUND- WATER, ADJACENT STRUCTURES &
8
EARTHWORKS PAD ACCORDANCE WITH APPROVED SETTLERS SERVICES, SURCHARGES, CONSTRUCTION TRAFFIC ETC. ARE TO BE DETERMINED BY
12
COVE NOOSA RESIDENTIAL HIGH DENSITY
X
UP
LEVEL RL10.2 (NOM) 5 THE SHEET PILING CONTRACTOR IN LIASON WITH THE GEOTECHNICAL CONSULTANT
9
EW ENVIRONMENTAL MANAGEMENT PLAN (EMP1) & STRUCTURAL ENGINEER.
02 DATED 21 JULY 2005 BY WBM OCEANICS. · ALL EXISTING SERVICES TO BE LOCATED ON SITE BY THE SHEET PILING
X
CONTRACTOR. ANY DAMAGE CAUSED TO EXISTING SERVICES BY SHEET PILING
9 ·
OPERATION ARE TO BE RECTIFIED BY THE SHEET PILING CONTRACTOR.
THE SHEET PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION
SP195871
X
DAMAGE OR OTHER DEGRADATION OF ADJACENT STRUCTURES, SERVICES ETC DUE
D TO SHEET PILING OPERATIONS. ANY SUCH DAMAGE INCURRED IS TO BE RECTIFIED
PA M) LEGEND AT THE SHEET PILING CONTRACTOR'S EXPENSE.
12 R KS (NO
X
O .0 · THE SHEET PILING CONTRACTOR'S ENGINEER WILL PREPARE AND CERTIFY WORK
22 A
11
11 HW 10
|
65
| |
| |
A RT L RL PROPOSED EARTHWORKS CUT METHOD STATEMENTS WHICH DETAIL SEQUENTIAL PROCESSES FOR:
EW
| | E VE
RP mt
12 - SHEET PILE INSTALLATION
LE
10
03
| |
EX
| |
- EXCAVATION
20
14.0
| |
|
4 PROPOSED EARTHWORKS FILL - ANCHOR INSTALLATION, TENSIONING & GROUTING
|
| |
EW · ALL WORKS SHALL BE CARRIED OUT INACCORDANCE WITH THE WORK METHOD
7
| |
| | 02 150mm COMPACTED GRAVEL
X
| | 13 STATEMENT
| HARDSTAND CBR15 · SHEET PILES TO BE INSTALLED PLUMB & WITHIN 50mm OF DESIGN PLAN ALIGNMENT
|
| 12
· VIBRATION MONITORING IN ACCORDANCE WITH AUSTRALIAN STANDARDS TO BE
8
14 3
X
13
EW 150mm CBR15 TEMPORARY PAVEMENT CARRIED OUT DURING ALL SHEETPILING AND ANCHORING OPERATIONS.
X 02 · MAXIMUM VIBRATION LIMITS OF 5MM/SEC TO BE ACHIEVED FOR ADJACENT
10
9
X TANK/PUMP ROOM ''EMERALD'' BUILDING
14
PROPOSED BASEMENT WALL
X
EARTHWORKS PAD · CONTRACTOR TO INDEMNIFY PRINCIPLE AGAINST ANY ACTIONS ARISING FROM
X LEVEL RL8.2 (NOM) STRUCTURAL OR COSMETIC DAMAGE TO ''EMERALD'' BUILDING DUE TO
(NO D
M)
A
EXISTING SHEET PILING CONSTRUCTION OPERATIONS.
RL1 RKS P
X POOL AREA
X
EARTHWORKS PAD NOTE:
0.0
X 606
LEV THWO
PROPOSED TOP OF BATTER
12
| | | | | | | | | | | | | |
> >
03
LEVEL RL8.2 (NOM)
ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO CONSTRUCTION. ANY
EW02
EW
X PROPOSED TOE OF BATTER
EL
SP195871
> >
AR
X
1
EW02
> > > DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT CONTRACTORS EXPENSE.
2
11E
X PROPOSED SWALE
12
> >
|
HABITAT PROTECTION FENCE TO BE ERECTED
||
10
PRIOR TO COMMENCEMENT OF CLEARING WORKS X > > FINISHED SURFACE CONTOUR
||
X6
PROVIDE SIGNAGE AT 50m SPACINGS " ECOLOGICAL
||
X > > > EXISTING SURFACE CONTOUR
||
RESTORATION AREA - NO ACCESS
E > > > | | | | | | | | | | | | |
|
|
X | | |
X
| | | | E EXISTING ELECTRICAL RETICULATION ALL BATTER GRADIENTS
7
|
9 8
CO SP195871 X X X X X X X T EXISTING TELSTRA RETICULATION TO BE CONFIRMED BY
N
ARE SERV D EXISTING STORMWATER DRAINAGE GEOTECHNICAL
A (P ATIO
OS
CW N
W EXISTING WATER RETICULATION ENGINEER'S ONSITE
P) BUND RL9.25MIN S EXISTING SEWER RETICULATION
X X
HABITAT FENCE
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
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 A 1 of
STEVEN HARRISON
Email: [email protected]
A 20/06/2022 ISSUE FOR APPROVAL PBL 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 Council
FILENAME : a6107-22-L9-EW01.dwg - DATE : 20/6/22 - 12:39pm - 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-LANDSCAPE LOWER; Ref:
X-LANDSCAPE UPPER; 2017008 landscape base; H-Approved-SH; H-Checked-SH
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