Council archive · source document
Compiled Approved Plans - OPW12-0095.03 · OPW12/0095.03
Plans and drawings: the text below has words only, no drawings.
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
11 JULY 2024
·
·
·
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.
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\EARTHWORKS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
1:20 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS 0 0.2 0.4 0.6 0.8 1 (A1) 1:20 2 EARTHWORKS DETAILS PLAN M1717E5 EW02 B
SUNSHINE COAST URBAN DESIGNERS A1 (A3) 1:40
Metres
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: EARTHWORKS.DWG
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.
[OCR of page images]
EARTHWORKS NOTES
1
C
2
SITE TO BE FREE DRAINING TO ROOFWATER DRAINAGE OR ROADWAY.
LEARING AND GRUBBING
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 T0 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
S
AND IS TO BE FREE OF ALL CONTAMINANTS (REFER TO THE ENVIRONMENTAL.
PROTECTION ACT 1994 SECTION 11.), NO DEMOLITION MATERIAL IS TO BE USED.
ITE FILLING COMPACTION/TESTING
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
b
=
S
2
L
3
FENCE POST BRACKETS SHALL BE 5
ATTACHED TO UB POSTS FOR FUTURE nw
1.2m HIGH POOL FENCE IF ORDERED
L
CENTRE OF | EXISTING
UB POST ¢ SURFACE
xe COMPACTED CLAY
e
z} 3 MATERIAL 150mm THICK
g| BACK OF STEEL
3 a UB POST
\ | cr orextite Fasric
STEEL UB POST !
AT 2.0m CENTRES il CONCRETE SLEEPER
FINISHED P| /¢{l PANELS
SuRFACE | |
FREE DRAINING
& is a! GRANULAR FILL
dec A 0100 SLOTTED DRAINAGE PIPE
POST FOOTING TO BE
LOCATED ENTIRELY IN
PRIVATE PROPERTY
£
J TO DISCHARGE TO DRAINAGE
feo, SYSTEM AS ADVISED ON SITE
KS
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
NOTE:
THE CONTRACTOR IS TO ENSURE THAT FOOTINGS FOR
RETAINING WALLS ARE CLEAR OF THE PROPOSED SEWER
AND ROOFWATER LINES.
PRIOR TO COMMENCEMENT OF WORKS
REFER TO VEGETATION MANAGEMENT
PLAN, REHABILITATION PLAN AND
LANDSCAPE ARCHITECTS PLANS
EXISTING SERVICES LOCATIONS
THE DESIGN DETAILED ON THIS PLAN HAS BEEN PREPARED BASED
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.
-_ JFOP
BANCONSULTANTS
1:20
Al
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
002 04 06 08 1 (at) 4:20 2
(A3) 1:40 “
DONT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
APPROVED
Fonanbow ecairorire uraanconsuutantserrue Ipc gggg «= C
pesicneo| PGM
[OTM KINNEY GAFRASER 1PAPPAS
‘rpcases1 apeacoas | orawn [PGM| B | REVISED AND RE-ISSUED FOR COUNCIL
AR RPEQ S087
cHecxeo [ADF | A_| ORIGINAL ISSUE FOR COUNCIL
S.MARSH
27/04/18
28/02/18
PGM
PGM.
DATUM: AHD _ | ISSUE:] DETAILS:
DATE:
INIT:
NOOSA COUNCIL
APPROVED PLAN
OPW412/0095.03
11 JULY 2024
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
EARTHWORKS DETAILS PLAN
NOOSA DOMAIN PTY. LTD.
NOOSA DOMAIN RETIREMENT VILLAGE
35 WALTER HAY DRIVE, NOOSAVILLE
DIAL BEFORE
YOU DIG
www.1100,com.au
The Essential First Step
Pansy
M1717E5 EWO2
“NOOSA COUNCIL
OPW12/0095
FILENAME: EARTHWORKS.DWG
{SUT IOET NWT TA TASTAGESDESTGN WORKING DRAW NGSTEARTHWORIS
BAN CONSULTANTS PIY LTD THIS
‘OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART ORIN WAOLE
‘CONSENT OF IFP URBAN CONSULTANTS PTV LTD
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Compiled Approved Plans - OPW12-0095.03.pdfRelated documentApplication case desk ↗
About this file
- File size
- 8.3 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.