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Generally in Accordance Plans OPW12-0095.02.pdf
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NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
·
·
·
RPEQ DESIGNED SHORING SYSTEM TO BE
OBTAINED PRIOR TO COMMENCEMENT OF
WORKS ON SITE.
CONTRACTOR TO ENSURE EXCAVATION
FACE ADJACENT TO BOUNDARY IS IN A
STABLE STATE AT ALL TIMES DURING
CONSTRUCTION.
CONTRACTOR TO ENSURE NO DAMAGE
OCCURS TO ADJOINING PROPERTY
DURING WORKS.
4/05/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\EARTHWORKS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PLAN:
1:20
PROJECT: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS (A1) 1:20 EARTHWORKS DETAILS PLAN M1717E5 EW02 B
A1
0 0.2 0.4 0.6 0.8 1 2
Metres
SUNSHINE COAST URBAN DESIGNERS (A3) 1:40 LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS
NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF
B
A
REVISED AND RE-ISSUED FOR COUNCIL
ORIGINAL ISSUE FOR COUNCIL
27/04/18 PGM
28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: EARTHWORKS.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
Docume
EARTHWORKS NOTES
1
SITE TO BE FREE DRAINING TO ROOFWATER DRAINAGE OR ROADWAY.
CLEARING AND GRUBBING
2
ANY CLEARING REQUIRED TO BE UNDERTAKEN BY THE CONTRACTOR IS TO BE
STRICTLY IN ACCORDANCE WITH THE COUNCIL APPROVED VEGETATION MANAGEMENT
PLAN, INCLUDING THE LIMITS OF ALLOWABLE CLEARING, TREE PROTECTION
REQUIREMENTS AND THE USE OF A FAUNA SPOTTER/CATCHER, AS SPECIFIED
UNLESS OTHERWISE SPECIFIED OR DIRECTED, THE AREA TO BE CLEARED IS THAT
REQUIRED BY SITE REGRADING WORKS, INCLUDING THE AREA OCCUPIED BY THE
COMPLETED ROAD FORMATION AND ASSOCIATED DRAINAGE WORKS AND EROSION AND
SEDIMENTATION MEASURES, THE CONTRACTOR SHALL ENSURE THAT ONLY THE
ABSOLUTE MINIMUM AREA FOR CONSTRUCTION IS CLEARED
THE AREA WITHIN THE LIMITS OF CLEARING SHALL BE CLEARED OF ALL VEGETATION,
BOTH LIVING AND DEAD, ALL MINOR MAN-MADE STRUCTURES (SUCH AS FENCES,
BUILDING MATERIAL AND EXISTING DRIVEWAYS), ALL RUBBISH AND OTHER MATERIALS
WHICH, IN THE OPINION OF THE SUPERINTENDENT, ARE UNSUITABLE FOR USE IN THE
WORKS WITH THE EXCEPTION OF CERTAIN TREES MARKED FOR PRESERVATION.
ALL TREES AND STUMPS ON OR WITHIN THE LIMITS OF CLEARING, THAT ARE TO BE
REMOVED BY GRUBBING OPERATION SHALL BE CARRIED OUT TO A DEPTH OF 0.5m
BELOW THE NATURAL SURFACE OR 1.5 METRES BELOW THE FINISHED SURFACE LEVEL,
WHICHEVER IS THE LOWER
TOPSOIL
6,
ALL TOPSOIL ON ROADWORKS AREAS SHALL BE STRIPPED AND STOCKPILED PRIOR TO
THE COMMENCEMENT OF ANY EARTHWORKS OPERATIONS. A TOPSOIL DEPTH OF 150mm
HAS BEEN USED TO DETERMINE TOPSOIL AND EARTHWORK QUANTITIES. THE
CONTRACTOR IS TO SATISFY HIMSELF OF THE ACCURACY OF THESE QUANTITIES AND
TO MAKE ANY NECESSARY ALLOWANCE IF HE DISAGREES WITH QUANTITIES
EARTHWORKS
7
EARTHWORKS ARE TO BE IN ACCORDANCE WITH AS 3798 “GUIDELINES ON
EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS”
{LATEST ISSUE - INCLUDING ALL AMENDMENTS)
ALL FILLING SHALL BE COMPLETED TO A LEVEL 1 ARRANGEMENT, UNDER THE
SUPERVISION OF THE PRINCIPAL'S APPOINTED GEOTECHNICAL ENGINEER.
THE EARTHWORKS QUANTITIES FOR ROADWORKS ARE CALCULATED USING THE
MINIMUM ALLOWABLE TOTAL PAVEMENT THICKNESS (NOMINAL PAVEMENT)
VARIATIONS TO THE PAVEMENT DEPTHS WILL BE PAYABLE AT THE RATES SHOWN IN
THE PRICED SCHEDULE OF RATES.
10, “CUT” AND "FILL" QUANTITIES HAVE BEEN CALCULATED TO THE UNDERSIDE OF THE
TOPSOIL LAYER
ALL EARTHWORK QUANTITIES HAVE BEEN CALCULATED AND BILLED IN THE CONTRACT
AS "NETT" QUANTITIES, THAT IS NO ALLOWANCE FOR BULKING OR COMPACTION HAS
BEEN MADE.
12, ALL FILL PLACED ON THIS SITE IS TO COMPRISE OF ONLY NATURAL EARTH AND ROCK
AND IS TO BE FREE OF ALL CONTAMINANTS (REFER TO THE ENVIRONMENT AL.
PROTECTION ACT 1994 SECTION 11.), NO DEMOLITION MATERIAL IS TO BE USED.
SITE FILLING COMPACTION/TES TING
13, MATERIAL TO BE PLACED IN 300mm(MAXIMUM) LAYERS AND COMPACTED TO A MINIMUM
OF 95% AS. 1289(STANDARD) OF THE MAXIMUM DRY DENSITY. THE INSITU DENSITY OF
THE FILL MATERIAL SHALL BE TESTED AT THE RATE OF ONE LOCATION PER
ALLOTMENT AT THE FOLLOWING INTERVALS
© TOTAL DEPTH LESS THAN 300mm: -NO TEST REQUIRED
¢ = TOTAL DEPTH OF FILL 300mm - 600mm: -ONE(1) TEST PER ALLOTMENT
© TOTAL DEPTH EXCEEDING 600mm: -ONE(1) TEST IN THE FIRST LAYER THEN
-ONE(1) TEST ON EACH ALTERNATIVE LAYER
PLACED OVER THE FIRST LAYER
RETAINING WALL CERTIFICATION
1, CIVIL CONTRACTOR TO OBTAIN DESIGN AND CONSTRUCTION
RPEQ CERTIFICATION FOR ALL CONCRETE SLEEPER, SANDSTONE
BOULDER & CONCRETE BLOCK RETAINING WALLS.
2. WALL DESIGN AND CERTIFICATION TO BE PROVIDED TO
SUPERVISING ENGINEER PRIOR TO CONSTRUCTION,
3. CONSTRUCTION CERTIFICATION TO BE PROVIDED TO SUPERVISING
ENGINEER PRIOR TO “ON MAINTENANCE" INSPECTION
SAFETY FENCE NOTE
STAR PICKET AND SAFETY BARRIER MESH FENCE TO BE ERECTED
ON TOP OF ALL RETAINING WALLS GREATER THAN 1.0m IN HEIGHT
FENCE POST BRACKETS SHALL BE
ATTACHED TO UB POSTS FOR FUTURE
1.2m HIGH POOL FENCE IF ORDERED
bE
2
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3
2
a
CENTRE OF EXISTING
UB POST SURFACE
x| EL | — COMPACTED CLAY
= Z i MATERIAL 150mm THICK
€ 4 BACK OF STEEL
a U 4 UB POST
~— GEOTEXTILE FABRIC
STEEL UB POST
AT 2.0m CENTRES
|
+}
FINISHED
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|
CONCRETE SLEEPER
SURFACE * PANELS
| FREE DRAINING
& | 6! GRANULAR FILL
VA 7A U1 _— 9100 SLOTTED DRAINAGE PIPE
POST FOOTING TO BE pe
TO DISCHARGE TO DRAINAGE
LOCATED ENTIRELY IN |
SYSTEM AS ADVISED ON SITE
PRIVATE PROPERTY a.
CENTRE OF ——+|
450mm FOOTING
TYPICAL SECTION - TYPE ‘A’
1.5m MAX CONCRETE SLEEPER/UB POST RETAINING WALL
SCALE 1:20
NOTE: RETAINING WALL DESIGN AND CONSTRUCTION
CERTIFICATION TO INCORPORATE LOADING FROM
FUTURE 1.2m HIGH POOL FENCE
EXISTING SERVICES LOCATIONS
THE DESIGN DETAILED ON THIS PLAN HAS BEEN PREPARED BASED
NOTE: PRIOR TO COMMENCEMENT OF WORKS
THE CON REFER TO VEGETATION MANAGEMENT
PLAN, REHABILITATION PLAN AND
LANDSCAPE ARCHITECTS PLANS
THE CONTRACTOR IS TO ENSURE THAT FOOTINGS FOR
RETAINING WALLS ARE CLEAR OF THE PROPOSED SEWER
AND ROOFWATER LINES.
ON SERVICE AUTHORITY AS CONSTRUCTED INFORMATION.
NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY EXISTING
SERVICES LOCATIONS AND DEPTHS.
IT IS THE CONTRACTORS RESPONSIBILITY TO UNDERTAKE POT HOLING
{HYDROVAC EXCAVATION) PRIOR TO COMMENCEMENT OF CONSTRUCTION.
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FUSES
URBANCONSULTANTS
+t Set ID- 2158828"
27/04/18
28/02/18
PGM
PGM.
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
RPEQ DESIGNED SHORING SYSTEM TO BE
OBTAINED PRIOR TO COMMENCEMENTOF
WORKS ON SITE.
CONTRACTOR TO ENSURE EXCAVATION
FACE AD) ACENTTO BOUNDARY ISIN A
STABLE STATE ATALL TIMES DURING
CONSTRUCTION.
CONTRACTOR TO ENSURE NO DAMAGE
OCCURS TO ADJ OINING PROPERTY
DURING WORKS.
1:20 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
002 04 06 08 1 (at) 1:20
Al (A3) 1:40
00 NOT SCALE FROM TIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
APPROVED TORMKINEY — GyarRasen yspapras [PetoNeO]PGM
oC RPEQ.5087 npeasce: Tareq soss | onawn [PGM| B | REVISED AND RE-ISSUED FOR COUNCIL
Mansi caecxe [ADF |_A_| ORIGINAL ISSUE FOR COUNCIL
ronmoonsciirorseumancorumamsevice CISMARSH arom: anb | esue:| Dera:
DATE:
INT:
EARTHWORKS DETAILS PLAN
NOOSA DOMAIN PTY. LTD.
NOOSA DOMAIN RETIREMENT VILLAGE
35 WALTER HAY DRIVE, NOOSAVILLE
DIAL BEFORE |
ey YOU DIG
www.1100.com.au
The Essential First Step
DEW ATSS
M1717ES5 EWO2 B
“NOOSA COUNCIL
OPW12/0095
FILENAME: EARTHWORKS.DWG
‘STOSTEOTE NAWITIT STAGE S\OESTGN WO RKING DRAWIVGSIERRTAW ORS
Version: 1, Version Date: 17/08/2021
“COPYRIGHT © DOLL IFP URBAN CONSULTANTS PTY UTD TSO
TT MAY NOT BEC
ED OR TRANS
SV ANY MEANS IN PART ORINW
ITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
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