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Attachment I - Updated Engineering Report & SWMP
Original PDF page 16, section 10. The text section number identifies this passage in the reader.
S.T.
S.T.
S.R.
S.R. Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 30-32 DOONELLA STREET, TEWANTIN QLD DRAWING No:
A6035/21/EW01 F 1 of 1
B 27/01/2021 ISSUE FOR APPROVAL S.T. S.R. STEPHEN ROBERTS
Email: [email protected]
A
1
21/01/2021
18/01/2021
ISSUE FOR APPROVAL
CO-ORDINATION ISSUE
S.T.
S.T.
S.R.
SR
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for DONNELLA STREET PTY LTD
REV DATE DESCRIPTION BY CHKD RPEQ - 7665 A1 SHEET SIZE FILENAME : A6035 - EW01 EARTHWORKS LAYOUT PLAN.dwg - DATE : 25/5/21 - 12:18pm - XREF's: X_Base; X_Survey; H-Approved-SR; H-Checked-SR Council Ref: ...................
[OCR of page images]
GENERAL NOTES:
1
SI
1
NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND SHOWN ON THE
DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO LIAISE WITH THE RELEVANT
SERVICE AUTHORITY PRIOR TO COMMENCEMENT OF CONSTRUCTION TO DETERMINE
THE LOCATION AND LEVEL OF ALL EXISTING SERVICE UTILITIES. THE CONTRACTOR
SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES.
THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR ROADWORKS,
DRAINAGE WORKS, SERVICE CONDUITS ETC. PRIOR TO BACKFILLING. ALL SURVEY TO
BE CARRIED OUT BY A LICENCED SURVEYOR TO THE REQUIREMENTS OF THE
ENGINEER.
SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL SURVEY,
THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION MAY BE VARIED BY THE
SUPERINTENDENT ON SITE.
TE PREPARATION NOTES:
THE PLATFORM SHALL BE CLEANED, GRUBBED,STRIPPED & ROLLED WITH AN 8 TONNE
AXLE LOAD, ANY LOOSE SUBGRADE SHALL BE EXCAVATED AND REPLACED WITH
MATERIAL THAT WILL COMPACT TO A LEAST THE STANDARD BELOW.
FILL SHALL BE GRANULAR SOUND MATERIAL OF SOAKED CBR15 (MINIMUM), FREE OF
ANY ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A STABLE FILL.
PLACED IN 200mm MAX LAYERS AND COMPACTED IN CASE OF COHESIVE MATERIALTO
ADRY DENSITY RATIO OF 98% OF THE MAX DRY DENSITY AS DETERMINED BY AS1289
5.1.1 (STD COMPACTION) IN CASE OF COHESIONLESS MATERIAL TO A DENSITY INDEX
OF 75% AS DETERMINED BY TESTS E6.1 OF AS1289.
THE EXCAVATION IS TO BE MAINTAINED IN A DRAINED STATE FOR THE PERIOD OF
CONSTRUCTION VIA THE USES OF TEMPORARY SUMPS & PUMPING TO DISCHARGE TO
THE EXTERNAL STORMWATER SYSTEM.
ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE OR
SHORED VIA SHEET PILING OR OTHER APPROVED METHODS.
EARTHWORKS NOTES:
1.
THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES DETAILED.
ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE OF
THE SITE.
THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR
FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT
DETAILS.
FILL IS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-2007
"GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS" -
LEVEL ONE (1) SUPERVISION AND TESTING.
GENERAL EARTHWORKS MINIMUM RELATIVE COMPACTION:
98% STANDARD AS1289 5.1.1 (STD COMPACTION)
PAVEMENT SUBGRADE 98% STANDARD AS1289 5.1.1 (STD COMPACTION)
ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY DENSITY RATIO
(M.D.D.R.) OF 100% STD.
ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD
SPECIFICATION & NOOSA SHIRE COUNCIL REQUIREMENTS.
FOR RETAINING WALL DETAILS REFER STRUCTURAL DRAWINGS.
PLAN
SCALE 1:200 (A1), 1:400 (A3)
0 4 8 12 16 20 Meters
SCALE 1:200 (At), 1:400 (A3)
SIDONI LANE
RETAINING WALL REFER
STRUCTURAL DWGS FOR
DETAILS
RETAINING WALL REFER
STRUCTURAL DWGS FOR ven
DETAILS
SECTION E)
DWG R08, 4-1
|
%,
RP893427
903
TIES
(RL5.70)
| —— BIO BASIN
CARPARK EXIT
LEGEND:
——~—s59— —— _ PROPOSED SURFACE CONTOUR
—~50 - EXISTING SURFACE CONTOUR
EARTHWORKS CUT EXTENTS
EARTHWORKS FILL EXTENTS
FINISHED SURFACE LEVEL
PROPOSED NON-ANCHORED
7N/N/N/NIN/N/N/\.___ CANTILEVER SHEET PILE TO
MANUFACTURERS DETAILS
EARTHWORKS CALCULATIONS
VOLUMES
curt: 2,530m?
FILL: 165m*
AREA OF STRIP: 2,545m?
NOTE:
EARTHWORK QUANTITIES ARE NET VOLUMES. NO
ALLOWANCE HAS BEEN MADE FOR BULKING OR COMPACTION.
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUGFION PURPOSES. Design:
F | 2asszo2t | ISSUE FOR APPROVAL st. SR.
—_ |ososzo2t | ISSUEFOR APPROVAL st. SR
© | sam4z02t | CO-ORDINATION ISSUE st. SR
| 2a1o1202% | ISSUE FOR APPROVAL st. SR
8 | 2rivzo2t | ISSUEFOR APPROVAL st. SR
| 2101021 | ISSUE FOR APPROVAL st. SR
+ | ra2021 | CO-ORDINATION ISSUE st, sR
Rev | DATE DESCRIPTION By | CHKD
FOR APFHROVAL | _ Date:
Drawn:
ALTA PROJECTS
A.B.N. 611355330
26 Memorial Avenue, Cotton Tree
PO Box 559, Cotton Tree, QLD, 4558
t Tel (07) 5475 4125 Fax (07) 5479 1607
Checked:
ENGINEERING : DESIGN : MANAGEMENT "ail: [email protected]
Web: http://www.alta.net.au
Datum _AHD
At SHEET SIZE TLENAME AED05-EWOI EARTHWVORKGLAYOUT PLAN aWg-DATE 2062 20pm + REPS. boe, Suny, HAICISTSR. WONcOa SR
PROJECT:
PROPOSED COMMERCIAL DEVELOPMENT
at 30-32 DOONELLA STREET, TEWANTIN QLD
for DONNELLA STREET PTY LTD
Council Ref:
DRAWING TITLE:
EARTHWORKS LAYOUT PLAN
Revision nest
DRAWING No: 46035/21/EW01 1 of
© This plan is Copyright, Other than for the purposes of and subject to the conditions prescribed under the
Copyright act, no part of # may in eny form or by any means (clectyonfec, mechanical, miexo copying, photo-
pying, recording or otherwise) be reproduced, stored In a reizleval system or transuiitted without the prior
yaitten permission of ALTA Projects. All intellectual progerty remains vithin ALTA Projects. All emgairies should
be directed to ALTA Projects.
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