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Generally in Accordance OPW12-0095.01 Approved Plans.pdf
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NOOSA COUNCIL
GENERALLY IN ACCORDANCE
28/02/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS
OPW12/0095.01 3 APR 2018
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 ROADWORKS DETAILS PLAN M1717E5 R02 A
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 A ORIGINAL ISSUE FOR COUNCIL 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: ROADWORKS.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]
ROADWORKS NOTES
1 ALL DIMENSIONS ON THE DRAWINGS ARE IN METRES UNLESS SHOWN OTHERWISE
1n5mm THICK CONCRETE 2 ALL TURNOUT RADII ARE TO THE LIP OF THE CHANNEL
SWALLOW STREET - CONTROL LINE DETAILS ACCESS DRIVEWAY 3. REFER TO TABLE ‘A’ ON THIS PLAN FOR DETAILS OF KERB AND CHANNEL TYPE AND
ASPHALTIC CONCRETE SURFACING THICKNESS
PT __] CHAINAGE | EASTING | NORTHING | BEARING __| RAD/SPIRAL | ALENGTH | _DEFL-ANGLE 2 |@ PROTECTION 4. LENGTH AND LOCATION OF MITRE DRAINS SHALL BE DETERMINED ON SITE BY THE
START 0.000 | 7436.844 | 4773.289 | 189°26'49.87" - - - &|SCOVER STRIP SUPERINTENDENT.
TC 32.288 | 7431545 | 4741439 | 189°26'49,87" - - - 3/8 gS 5 ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH CURRENT NOOSA COUNCIL
CURVE | 37.442 | 7430.677 | 4736.26 - R=-18.900 | 10.308 | 31°1454.94" tso Mn. | s|e STANDARDS AND STANDARD DRAWINGS UNLESS DIRECTED OTHERWISE.
tr 42596 | 7432640 | a731316 | 158°11'54.93" 7 _ _ fc 150 ale 6. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING SERVICES WITH ALL
tc ttoa7 | 7034293 | a727185 | ts8°trsu.93" | m= RELEVANT AUTHORITIES BEFORE COMMENCING CONSTRUCTION, ANY COSTS
- . - WARNING TAPE ASSOCIATED WITH REPAIRING DAMAGE TO EXISTING SERVICES SHALL BE PAID FOR BY
CURVE | 54.142 | 7437.149 | 4720.046 - 1h.191 | 54°45°06,46" 25 POLYTHENE | & THE CONTRACTOR
cT 61.237 | 7444.628 | 4718.258 | 103°26°48.46" - - - WATER SERVICE —}2 3 1 THE CONTRACTOR SHALL ERECT TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE
TC 72.402 | 7455.487 | 4715.661 | 103°26'48.46" - - - $25 TELSTRA 2 RELEVANT AUTHORITY SPECIFICATIONS
curve | 74.731 | 7457805 | 4.715.107 _ r--8.900 | 4659 | 29°59°25.22" CONDUIT al = 8. SUB-BASE GRAVEL COMPACTED TO 95% AS1289 (MODIFIED) AND OF MINIMUM
3 — THICKNESS 75mm SHALL EXTEND UNDER THE KERB AND CHANNEL TO 150mm (MIN.)
CT 77.061 | 7460.090 | 4715.786 | 73°27'23.24" - - - 2 omc BEHIND THE KERB mm
END 114.506 | 7495.986 | 4726.448 | 73°27°23.24" : - - GAS SERVICE ———} +940 ELECTRICAL CONDUIT 9. TELSTRA TO RECEIVE 3 WEEKS NOTICE BEFORE INSTALLATION OF CONDUITS
#100 CONDUIT (H.D, ORANGE TO AS 2053) 10, THE CONTRACTOR SHALL VERIFY OFFSET PEG LOCATIONS AND BENCH MARK LEVELS
(IF APPLICABLE) Bo " AND ADVISE THE SUPERINTENDENT OF ANY DISCREPANCY BEFORE THE
LEAI COMMENCEMENT OF CONSTRUCTION
SILVER GULL BOULEVARD — CONTROL LINE DETAILS TRENCH WIDTH AS TRENCH 11. SIDE DRAINS SHALL BE LOCATED UNDER ALL KERB AND CHANNEL AS PER CURRENT
PT CHAINAGE | EASTING | NORTHING| BEARING |RAD/SPIRAL| A.LENGTH| DEFL.ANGLE REQUIRED (600mm MIN) TYPE’A NOOSA COUNCIL STD DWG. SEQ R-140, R-141& R-142
START | 0,000 | 7362.689 | 4744.349 | 98°57°07.14" - - - SERVICE TRENCH TYPE ‘A’ DETAIL
TC 25.757 | 7388.133 | 4740.342 | 98°57'07.14" - - - SCALEWO.S*«“‘S(S;~S~*S*St*SSSS!!! PAVEMENT
CURVE | 29.094) 739.485 | 4739.13 - R= -15,000 | 6.675 | 25°29'43,90" 1. THE ROAD PAVEMENT ADOPTED WILL BE DETERMINED BY THE ENGINEER AND
cT 32.432) 7394.738 | 4740.780 | 73°27°23.24" - - - APPROVED BY THE NOOSA COUNCIL, THIS PAVEMENT SHALL BE BASED ON SOIL TESTS
END 32.990 | 7395.273 | 4740939 | 73°27'23.24" - - - TAKEN AT FORMATION LEVEL.
2, ANY VARIATIONS TO THE NOMINAL PAVEMENT THICKNESS WILL BE PAID AT THE
780 RATES SHOWN IN THE PRICED SCHEDULE OF RATES.
aN TOPSOIL
BLUE GUM STREET - CONTROL LINE DETAILS cle 1 ALL TOPSOIL ON ROADWORK AREAS SHALL BE STRIPPED AND STOCKPILED PRIOR TO
PT | CHAINAGE] EASTING | NORTHING] BEARING | RAD/SPIRAL | ALENGTH | DEFL.ANGLE EXISTING al2 3 Meee NEO TI OE RON Pee te eo nO ON ERMINE TOPSOIL AND EARTHWORK
07°97 54" SURFACE & . mm.
START | 0,000 | 7367.715 | 4690620 | 73°27'22.54 - - - ae HAZARD QUANTITIES. THE CONTRACTOR IS TO SATISFY HIMSELF OF THE ACCURACY OF THESE
Tc 62.738 | 7427.856 | 4708.484 | 73°27'22.54" - - - MARKER Db-5 QUANTITIES AND TO MAKE ANY NECESSARY ALLOWANCE IF HE DISAGREES WITH THEM
CURVE | 66.013 | 7431113 | 4709,452 - R=-10.000 | 6551 | 37°31'55,80" {| 230
cT 69.289 | 7433107 | 4712203 | 35°55'26.74" - - - CONCRETE Steen | | ROAD SITE FILL
START | 79.823 | 7439.288 | 4720,734 | 35°55'26.74” - - - RETAINING WALL MATERIAL IS TO BE PLACED IN 300mm. (MAXIMUM) LAYERS AND COMPACTED TO A MINIMUM OF
95% AS1289 (STANDARD) OF THE MAXIMUM DRY DENSITY
Wy THE INSITU DENSITY OF THE FILL MATERIAL SHALL BE TESTED AT THE RATE OF ONE
LOCATION PER ALLOTMENT AT THE FOLLOWING INTERVALS:-
: TEMPORARY EDGE 1. TOTAL DEPTH LESS THAN 0.3M. - NO TEST REQUIRED
4.0m < | RESTRAINT 2, TOTAL DEPTH OF FILL 0,3M. TO 0.6M. - ONE (1) TEST PER ALLOTMENT.
3. TOTAL DEPTH EXCEEDING 0.6M. - ONE (1) TEST IN THE FIRST LAYER THEN
a | ONE (1) TEST ON EACH ALTERNATE LAYER PLACED OVER THE FIRST LAYER
¢
ACCESS ROUTES.
END OF ROAD DETAIL THE CONTRACTOR MAY BE REQUIRED, FROM TIME TO TIME, DURING THE PERIOD OF
SCALE 1:20 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.
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018 YOU DIG
www.1100,com.au
The Essential First Step
Pansy
DIAL BEFORE |
“ ; TS SCALE SHOWN 8 OMGINAL DRAWING SME ; ROADWORKS DETAILS PLAN M1717E5 RO2 A
(A3) 1:40) “ee LOCAL AUTHORITY REF:
NOOSA COUNCIL
DONT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
NOOSA DOMAIN PTY. LTD.
= JFOP
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URBANCONSULTANTS _ eos GicieoTADF]_A_| ORIGINAL ISSUE FOR COUNCIL 28/02/18 | pam | NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
Foranoomacnarorsrursancorssumnrserre Clepeq ages DATUM: AHD — | issu: | DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: ROADWORKS.DWG
‘COPYRIGHT © DOLL IFP URBAN CONSULTANTS PTY UTD TSO
SV ANY MEANS IN PART ORINW
TT MAY NOT BEC ITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
ED OR TRANS
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