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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
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS
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
15mm 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 | DEFLANGLE > |Z: PROTECTION 4. LENGTH AND LOCATION OF MITRE DRAINS SHALL BE DETERMINED ON SITE BY THE
staRT | 0.000 | 7436844 | 4773,289 | 189°26'49.87" - - - &|=COVER STRIP SUPERINTENDENT.
a 32.288 | 7431545 | 4741439 | 189°26'49.87" - - - 3|3 &| 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°14'54.94" 150 MNO? s/s STANDARDS AND STANDARD DRAWINGS UNLESS DIRECTED OTHERWISE
CT | 2586 | Teszedo | arst3ie | sBerttsiss" | - - - re | 38 | * RELEVANT AUTHORIT'S BEFORE COMMENCING CONSTRUCTION ANY COSTS.
TC STOAT | 1434293 | 4727.185 | 158°11'54.93" - - - WARNING TAPE as ASSOCIATED WITH REPAIRING DAMAGE TO EXISTING SERVICES SHALL BE PAID FOR BY
CURVE | 54.142 | 7437149 | 4720.046 - R=-14.850 | 14.191 | 54°45'06.46" 25 POLYTHENE | % THE CONTRACTOR
T 61.237 | 7444628 | 4718.258 | 103°26'48.46" - - - WATER SERVICE —}~e 3 7. THE CONTRACTOR SHALL ERECT TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE
tt 72.402 | 7455.487 | 4715661 | 103°26'48.46" - - _ 25 TELSTRA = 8 RELEVANT AUTHORITY SPECIFICATIONS.
a 9
cave | tera | sin | aan | | nea | 4s | aosszse el | = GE ay oma 5% AS WeDo OH
ct 71.061 | 7460.090 | 4715.786 | 73°27'23.24" - - - © oh 5 BEHIND THE KERB mm
END 114.506 | 7495.986 | 4726.448 | 73°27'23.24" - - - GAS SERVICE ;—— 640 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) 250 MIN AND ADVISE THE SUPERINTENDENT OF ANY DISCREPANCY BEFORE THE
CLEAR 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) YPE'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
a 25,757 | 7388,133 | 4740.342 | 98°57°07.14" - - - SCALE 1:20 PAVEMENT
CURVE} 29.094) 7391485 | 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 | 4740.939 | 73°27'23.24" - - - TAKEN AT FORMATION LEVEL
2, ANY VARIATIONS TO THE NOMINAL PAVEMENT THICKNESS WILL BE PAID AT THE
280 RATES SHOWN IN THE PRICED SCHEDULE OF RATES.
>|> TOPSOIL
BLUE GUM STREET - CONTROL LINE DETAILS cl& 1 ALL TOPSOIL ON ROADWORK AREAS SHALL BE STRIPPED AND STOCKPILED PRIOR TO
PT | CHAINAGE| EASTING | NORTHING] BEARING | RAD/SPIRAL] A.LENGTH | DEFL.ANGLE ale THE COMMENCEMENT OF ANY ROADWORK OPERATIONS
—— 3/3 2, A TOPSOIL DEPTH OF 150mm. HAS BEEN USED TO DETERMINE TOPSOIL AND EARTHWORK
START | 0.000 | 7367.715 | 4690.620 | 73°27'22.54 - - - aja HAZARD QUANTITIES, THE CONTRACTOR IS TO SATISFY HIMSELF OF THE ACCURACY OF THESE
TC 62.738 | 7427856 | 4708.484 | 73°27'22.54" - - - MARKER Db-S 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" |
cT 69.289 | 7433107 | 4712.203 | 35°55'26.74" - - - CONCRETE een . || SITE_FILL
start | 79,823. | 7439288 | 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,
THE INSITU DENSITY OF THE FILL MATERIAL SHALL BE TESTED AT THE RATE OF ONE
LOCATION PER ALLOTMENT AT THE FOLLOWING INTERVALS:-
S TEMPORARY EDGE 1. TOTAL DEPTH LESS THAN 0.3M. - NO TEST REQUIRED
1.0m 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
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
APPROVED PLAN
OPW412/0095.03
11 JULY 2024
5} DIAL BEFORE
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www.1100,com.au
The Essential First Step
Pansy
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BAN CONSULTANTS PIY LTD THIS
‘OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
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