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Generally in Accordance Plans OPW12-0095.02.pdf
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NOOSA COUNCIL
GENERALLY IN ACCORDANCE
4/05/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS
OPW12/0095.02 31 AUG 2021
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 ROADWORKS DETAILS PLAN M1717E5 R02 A
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 A ORIGINAL ISSUE FOR COUNCIL 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: ROADWORKS.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]
SWALLOW STREET - CONTROL LINE DETAILS
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
me | ep) od
FUSES
URBANCONSULTANTS
Documeht Set }D+2158828
PT CHAINAGE | EASTING | NORTHING BEARING RAD/SPIRAL | A.LENGTH | DEFL.ANGLE
START 0.000 1436.844 | 4773.289 | 189°26'49.87" - - -
TC 32.288 | 7431545 | 4741439 | 189°26'49.87" - - -
CURVE 37.442 7430.677 | 4736.226 - R = -18.900 10.308 31°14'54.94"
cr 42.596 | 7432.640 | 4731318 | 158°11'54.93" - - -
Te 47.047 | 7434.293 | 4727.185 | 158°11'54.93" - - -
CURVE 54.142 | 7437.149 | 4720.046 - 14.191 54°45'06.46"
CT 61.237 | 7444.628 | 4718.258 | 103°26'48.46" - - -
TC 72.402 7455.487 | 4715.661 | 103°26'48.46" - - -
CURVE 74.731 7457.805 | 4715.107 - R = -8.900 4.659 29°59'25.22"
cr 77.061 | 7460.090 | 4715.786 | 73°27'23.24" - - -
END 114.506 | 7495.986 | 4726.448 | 73°27'23.24" - - -
SILVER GULL BOULEVARD - CONTROL LINE DETAILS
PT CHAINAGE | EASTING | NORTHING BEARING RAD/SPIRAL | A.LENGTH | DEFL.ANGLE
START 0.000 7362.689 | 4744.349 | 98°57'07.14" - - -
TC 25.757 7388.133 | 4740.342 | 98°57'07.14" - - -
CURVE 29.094 | 7391.485 | 4739.813 - R = -15.000 6.675 25°29'43.90"
oT 32.432 | 7394.738 | 4740.780 | 73°27'23.24" - - -
END 32.990 | 7395.273 | 4740.939 | 73°27'23.24" - - -
BLUE GUM STREET - CONTROL LINE DETAILS
PT CHAINAGE | EASTING | NORTHING BEARING RAD/SPIRAL | A.LENGTH | DEFL.ANGLE
START 0.000 7367.715 | 4690,.620 | 73°27'22.54" - - -
Te 62.738 | 7427.856 | 4708.484 | 73°27'22.54" - - -
CURVE 66.013 7431.13 | 4709.452 - R = -10.000 6.551 37°31'55.80"
CT 69.289 | 7433.107 | 4712.203 | 35°55'26.74" - - -
START 719.823 | 7439.288 | 4720.734 | 35°55'26.74" - - -
NOOSA COUNCIL
WARNING TAPE
150 MIN.
25 POLYTHENE
WATER SERVICE
925 TELSTRA
CONDUIT
PROPERTY.
125mm THICK CONCRETE
ACCESS DRIVEWAY
PROTECTION
COVER STRIP
>
ia
<
a
Zz
5
S
a
300 COVER
450 COVER
GAS SERVICE
#100 CONDUIT
(IF APPLICABLE)
TRENCH WIDTH AS
REQUIRED (600mm MIN.)
|
| 750 COVER
+ 40 ELECTRICAL CONDUIT
(H.D. ORANGE TO AS 2053)
250 MIN
CLEAR
TRENCH
TYPE ‘A’
SERVICE TRENCH TYPE ‘A‘ DETAIL
SCALE 1:20
280
>|>
Ze
o <<
EXISTING a2
SURFACE z\3
2/8
HAZARD
MARKER D4-5
4 230
TEMPORARY ——
CONCRETE SLEEPER
RETAINING WALL
1.0m
ROAD
TEMPORARY EDGE
@ RESTRAINT
END OF ROAD DETAIL
SCALE 1:20
1:20 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
002 04 06 08 1 (Aa) 1:20
Al (A3) 1:40 _—
201NOTScNE FROM THiS DRAWING -USE ONLY DIVENSIONS PROVIDED-F DOUBT EASE ENQUIRE
ApPROvED [OTMGKINNEY —gyAsRasER Cyirarpas [Psteneo|PGM
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Formponsciarorieumancosunasrvre Cemetth, O
cuecxeo [ADF | _A_| ORIGINAL ISSUE FOR COUNCIL
ROADWORKS NOTES
1
2
3
PAVEMENT
1
2
TOPSOIL
1
2.
SITE FILL
MATERIAL IS TO BE PLACED IN 300mm. (MAXIMUM) LAYERS AND COMPACTED TO A MINIMUM OF
95% AS1289 (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:-
1
2
3.
ACCESS ROUTES.
THE CONTRACTOR MAY BE REQUIRED, FROM TIME TO TIME, DURING THE PERIOD OF
CONSTRUCTION, TO CLEAN THOSE PARTS OF THE ACCESS ROUTE TO THE SITE THAT MAY
BE AFFECTED BY ANY MATERIAL DROPPED, DEPOSITED OR SPILLED ON THE ROADS AS A
RESULT OF CONSTRUCTION PROCESSES ASSOCIATED WITH THE SITE. ALL CONSTRUCTION
TRAFFIC TO THE SUBJECT PROPERTY SHALL BE ACCESSED VIA EENIE CREEK ROAD.
28/02/18 | PGM
DATUM: AHD | IsSUE:| DETAILS:
ROADWORKS DETAILS PLAN
NOOSA DOMAIN PTY. LTD.
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
ome Tar] 35 WALTER HAY DRIVE, NOOSAVILLE rue Name
ALL DIMENSIONS ON THE DRAWINGS ARE IN METRES UNLESS SHOWN OTHERWISE.
ALL TURNOUT RADII ARE TO THE LIP OF THE CHANNEL.
REFER TO TABLE ‘A’ ON THIS PLAN FOR DETAILS OF KERB AND CHANNEL TYPE AND
ASPHALTIC CONCRETE SURFACING THICKNESS
LENGTH AND LOCATION OF MITRE DRAINS SHALL BE DETERMINED ON SITE BY THE
SUPERINTENDENT.
ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH CURRENT NOOSA COUNCIL
STANDARDS AND STANDARD DRAWINGS UNLESS DIRECTED OTHERWISE
THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING SERVICES WITH ALL
RELEVANT AUTHORITIES BEFORE COMMENCING CONSTRUCTION, ANY COSTS
ASSOCIATED WITH REPAIRING DAMAGE TO EXISTING SERVICES SHALL BE PAID FOR BY
THE CONTRACTOR.
THE CONTRACTOR SHALL ERECT TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE
RELEVANT AUTHORITY SPECIFICATIONS.
SUB-BASE GRAVEL COMPACTED TO 95% AS1289 (MODIFIED) AND OF MINIMUM
THICKNESS 75mm SHALL EXTEND UNDER THE KERB AND CHANNEL TO 150mm (MIN.)
BEHIND THE KERB.
TELSTRA TO RECEIVE 3 WEEKS NOTICE BEFORE INSTALLATION OF CONDUITS
THE CONTRACTOR SHALL VERIFY OFFSET PEG LOCATIONS AND BENCH MARK LEVELS
AND ADVISE THE SUPERINTENDENT OF ANY DISCREPANCY BEFORE THE
COMMENCEMENT OF CONSTRUCTION.
SIDE DRAINS SHALL BE LOCATED UNDER ALL KERB AND CHANNEL AS PER CURRENT
NOOSA COUNCIL STD DWG., SEQ R-140, R-141 & R-142
THE ROAD PAVEMENT ADOPTED WILL BE DETERMINED BY THE ENGINEER AND
APPROVED BY THE NOOSA COUNCIL. THIS PAVEMENT SHALL BE BASED ON SOIL TESTS
TAKEN AT FORMATION LEVEL.
ANY VARIATIONS TO THE NOMINAL PAVEMENT THICKNESS WILL BE PAID AT THE
RATES SHOWN IN THE PRICED SCHEDULE OF RATES
ALL TOPSOIL ON ROADWORK AREAS SHALL BE STRIPPED AND STOCKPILED PRIOR TO
THE COMMENCEMENT OF ANY ROADWORK 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 THEM.
TOTAL DEPTH LESS THAN 0.3M. - NO TEST REQUIRED.
TOTAL DEPTH OF FILL 0.3M. TO 0.6M. - ONE (1) TEST PER ALLOTMENT.
TOTAL DEPTH EXCEEDING 0.6M. - ONE (1) TEST IN THE FIRST LAYER THEN
ONE (1) TEST ON EACH ALTERNATE LAYER PLACED OVER THE FIRST LAYER
DIAL BEFORE |
YOU DIG
www.1100,com.au
The Essential First Step
DETAILS:
M1717E5 RO2 A
LOCAL AUTHORITY REF
NOOSA COUNCIL
‘COUNCIL REF:
ROADWORKS.DWG
‘STOSEOTE NATIT STAGE S\DESTGN WORKING DRAW INGSIRORDWORKS
Version: 1, Version Date: 17/08/2021
“COPYRIGHT © D011 IFP URBAN CONSUL
NTS PTYLTD. THIS
NT MAYNOT
ED OR TRANS
Fv OR BY ANY MEANS IN PART OR IN Wi
ITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
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