Council archive · source document
Attachment D - Stormwater Management Plan · 132008.175.04
Plans and drawings: the text below has words only, no drawings.
Original PDF page 15, section 1. The text section number identifies this passage in the reader.
D
D 10 SITE PREPARATION NOTES:
· FOLLOWING BULK EXCAVATION AN APPROVED CBR15 MATERIAL SHALL BE IMPORTED
W
SP195871 TO CONSTRUCT A WORKING PLATFORM A MINIMUM OF 150mm THICK. PLATFORM TO
SP m
E WT
E BE COMPACTED TO 98% MOD (STD) AS1289 E1.1
· THE PLATFORM SHALL BE ROLLED WITH A 15 TONNE ROLLER AND FLOODED USING
19 t
D
75mm DIAMETER FIRE HOSE & SPEAR. ANY LOOSE SUBGRADE SHALL BE EXCAVATED
58 N
13
AND REPLACED WITH MATERIAL THAT WILL COMPACT TO AT LEAST THE STANDARD
71 MH D BELOW.
W
W
T · FILL FOR BENEATH THE SLAB SHALL BE CLEAN WHITE NATURAL SAND, FREE OF ANY
MH E S
W
ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A STABLE FILL.
D · PLACED IN 200mm MAX LAYERS AND COMPACTED TO A DENSITY INDEX OF 75% AS
S E
REFER TO DRAWING #04
DETERMINED BY TESTS E6.1 OF AS1289.
E
S
W
· ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE AS
14
S
S D DETERMINED BY GEOTECHNICAL ENGINEER OR SHORED VIA SHEET PILING OR
E
SP1mtS
E
OTHER APPROVED METHODS.
13
S
958 P · SUBGRADE DENSITY TO BE VERIFIED BY DCP TESTING TO ENGINEERS DIRECTION
PRIOR TO FOOTING CONSTRUCTION.
TEMPORARY 6m WIDE 71 MH
11
CONSTRUCTION ACCESS MH
D
710
02
EARTHWORKS NOTES:
PEW
12
02
1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES DETAILED.
8
X
PEW
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
P EW DETAILS.
0 3 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 PEW
14
4. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
X
PART OF STAGE 4B WORKS 02
100 605
SPECIFICATION.
13
SP305332
X
SP195871 SHEET PILING NOTES:
11
13
· ALL TEMPORARY AND PERMANENT SHEET PILING TO BE DESIGNED, DOCUMENTED
10
10
X
AND CERTIFIED BY THE SHEET PILING CONTRACTOR
· ALL SHEET PILING, WHALERS, GROUND ANCHORS ETC. TO BE DESIGNED IN
12
PEW
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
PEW ENVIRONMENTAL MANAGEMENT PLAN (EMP1) · ALL EXISTING SERVICES TO BE LOCATED ON SITE BY THE SHEET PILING
02 DATED 21 JULY 2005 BY WBM OCEANICS. 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
TO SHEET PILING OPERATIONS. ANY SUCH DAMAGE INCURRED IS TO BE RECTIFIED
AT THE SHEET PILING CONTRACTOR'S EXPENSE.
LEGEND · THE SHEET PILING CONTRACTOR'S ENGINEER WILL PREPARE AND CERTIFY WORK
22 A
12
RP mt X
METHOD STATEMENTS WHICH DETAIL SEQUENTIAL PROCESSES FOR:
65
11
11
|
| |
| | PROPOSED EARTHWORKS CUT - SHEET PILE INSTALLATION
PEW | |
12 - EXCAVATION
10
| |
03
20
EX
14.0
| |
| |
- ANCHOR INSTALLATION, TENSIONING & GROUTING
| PROPOSED EARTHWORKS FILL · ALL WORKS SHALL BE CARRIED OUT INACCORDANCE WITH THE WORK METHOD
|
4
| |
STATEMENT
7
| |
| | PEW 150mm COMPACTED GRAVEL
X
13 · SHEET PILES TO BE INSTALLED PLUMB & WITHIN 50mm OF DESIGN PLAN ALIGNMENT
02
| |
| HARDSTAND CBR15 · VIBRATION MONITORING IN ACCORDANCE WITH AUSTRALIAN STANDARDS TO BE
|
| 12
3 CARRIED OUT DURING ALL SHEETPILING AND ANCHORING OPERATIONS.
8
14
X
13
PEW 150mm CBR15 TEMPORARY PAVEMENT · MAXIMUM VIBRATION LIMITS OF 5MM/SEC TO BE ACHIEVED FOR ADJACENT
X 02 ''EMERALD'' BUILDING
10
9
X · CONTRACTOR TO INDEMNIFY PRINCIPLE AGAINST ANY ACTIONS ARISING FROM
14
PROPOSED BASEMENT WALL
X
STRUCTURAL OR COSMETIC DAMAGE TO ''EMERALD'' BUILDING DUE TO
X CONSTRUCTION OPERATIONS.
EXISTING SHEET PILING
X
X
NOTE:
12
606
03
X | | | | | | | | | | | | | |
PROPOSED TOP OF BATTER
PEW
PEW02
ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO CONSTRUCTION. ANY
X SP195871 PROPOSED TOE OF BATTER
PEW02
X
1
>> > > > DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT CONTRACTORS EXPENSE.
2
X PROPOSED SWALE
11
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 REPORT
P) 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 PRELIMINARY 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:
A6107/21/L9/PEW01 A 1 of
STEVEN HARRISON
Email: [email protected]
A 23/08/2021 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 FILENAME : a6107-21-L9-EW01.dwg - DATE : 23/8/21 - 2:23pm - 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; H-Approved-SH; H-Checked-SH
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