SUPEREDED - Approved Plans OPW18-0253 · OPW18/0253

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  NOOSA COUNCIL
  APPROVED PLAN
OPW18/0253 5 DEC 2018


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GENERAL NOTES:

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1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND
SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO
LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO
COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATION
AND LEVEL OF ALL EXISTING SERVICE UTILITIES. THE CONTRACTOR
SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES.

2. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY
FOR ROADWORKS, DRAINAGE WORKS, SERVICE CONDUITS ETC.
PRIOR TO BACKFILLING. ALL SURVEY TO BE CARRIED OUT BY A
LICENCED SURVEYOR TO THE REQUIREMENTS OF THE SHIRE
ENGINEER.

3. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL

SURVEY, THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION
MAY BE VARIED BY THE SUPERINTENDENT ON SITE.

20 40 60 80 100m

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OVERALL SITE PLAN

 

SP195871

   

 

ROADWORKS NOTES:

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THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAQ &
NOOSA SHIRE COUNCIL STANDARDS.

THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE
LANDSCAPE ARCHITECT'S DESIGN DRAWINGS.

SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN ACCORDANCE
WITH THE ENVIRONMENTAL MANAGEMENT PLAN.

ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY
DENSITY RATIO (M.D.D.R.) OF 100% STD

ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND.
CHANNEL AS PER IPWEAQ STANDARD DRAWING R-0160 U.N.O.

WHERE CONCRETE DRIVEWAYS ABUT KERB & CHANNEL, THE
CONTRACTOR IS TO CONSTRUCT A COMMERCIAL CROSS-OVER IN
ACCORDANCE WITH IPWEAQ STANDARD DRAWING RS-051.

PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS &
FOOTPATHS (IF REQUIRED).

ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA
PROJECTS STANDARD SPECIFICATION.

ROADWORKS AND DRAINAGE SET-OUT INFORMATION |S AVAILABLE
FOR THE CONTRACTOR VIA COMPUTER MODEL PROVIDED BY ALTA
PROJECTS. HOWEVER, ALTA PROJECTS ACCEPTS NO RESPONSIBILITY
FOR INCORRECT SETOUT FROM THE DATA PROVIDED. CONTRACTOR
SHOULD CONFIRM THE CORRECT COORDINATES WITH THE
HORIZONTAL CURVE DATA PROVIDED ON THESE DRAWINGS.

CARPARK! INTERNAL PAVEMENT NOTES

© THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALTA PROJECTS STANDARD
SPECIFICATIONS, IPWEAQ, LOCAL AUTHORITY AND DEPARTMENT OF TRANSPORT AND MAIN
ROADS (DTMR) AND AUSTRALIA STANDARDS. ANY CONFLICTS SHALL BE REFERRED TO THE
ENGINEER FOR CLARIFICATION.

« ALTA PROJECTS HAVE NOT UNDERTAKEN A RISK ASSESSMENT OF THE PROPOSED CARPARK
DESIGN AND LAYOUT WITH RESPECT TO TRAFFIC OR PEDESTRIAN SAFETY, TRIP HAZARDS,
WPHS REQUIREMENTS ETC. SPECIALIST ADVICE SHOULD BE SOUGHT IN THIS REGARD.

SETOUT

« EXISTING SURFACE LEVELS AND CONTOURS SHOWN ARE BASED ON DIGITAL SURVEY
MODELS PROVIDED. EXISTING LEVELS MUST BE CONFIRMED ON SITE BY THE CONTRACTOR
AND ANY DISCREPANCIES REFERRED TO THE ENGINEER.

« ALLCARPARK SETOUT TO BE AS PER DIGITAL CO-ORDINATES OR DIMENSIONED DRAWINGS
PROVIDED. CONTRACTOR MUST NOT RELY ON DIGITAL DRAWING FILES OR SCALING OF
DRAWINGS.

SUBGRADE

 SUBGRADE SHALL BE OF SOAKED CBR 15 MATERIAL OR BETTER, FREE FROM TOPSOIL,
ORGANIC OR OTHER DELETERIOUS MATERIAL.
SUBGRADE SHALL BE COMPACTED TO 98% MDD (AS 1289 E1.1) AND SHALL NOT SHOW
MARKED DEFLECTION UNDER 8 TONNE AXLE LOAD AT PROOF ROLL.
ANY SOFT SPOTS SHALL BE EXCAVATED TO COMPETENT MATERIAL AND REPLACED WITH
SELECT MATERIAL FROM SITE OR TYPE 2.5 GRAVEL AT THE ENGINEER'S DIRECTION.
SUBGRADE SHALL BE GRADED TO PROFILES MATCHING FINISHED SURFACE AND ALL AREAS
SHALL DRAIN TO SUBSOIL DRAINS.
SUBSEQUENT PAVEMENT LAYERS MUST NOT BE PLACED UNTIL THE ENGINEER HAS
APPROVED ALL TEST RESULTS, SUCCESSFUL PROOF ROLL HAS BEEN CARRIED OUT AND THE
ENGINEER HAS PROVIDED WRITTEN APPROVAL TO PROCEED.

 

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GRANULAR PAVEMENT

« FINAL PAVEMENT DESIGN SHALL BE DETERMINED BY THE ENGINEER UPON RECEIPT OF

SUBGRADE SOAKED CBR RESULTS AFTER THE COMPLETION OF BULK EARTHWORKS.

ALL GRANULAR PAVEMENT SHALL COMPLY STRICTLY WITH ALL CURRENT DTMR QUALITY
STANDARDS FOR THE NOMINATED PAVEMENT TYPE AND SHALL BE SUPPLIED BY A DTMR
ACCREDITED QUARRY.

PAVEMENT PLACEMENT SHALL NOT COMMENCE UNTIL MATERIAL QUALITY TEST RESULTS
HAVE BEEN APPROVED BY THE ENGINEER.

PAVEMENTS SHALL BE PLACED AT DEPTHS NOT EXCEEDING 200mm AND SHALL BE
COMPACTED TO 100% MDD (AS 1289 E1.1), SLURRIED AND TRIMMED TO PROFILE REFLECTING
FINAL DESIGN SUCH THAT A TIGHT PAVEMENT MATRIX IS ACHIEVED

WHERE CEMENT TREATMENT |S NOMINATED BY THE ENGINEER CEMENT DESIGN AT THE
NOMINATED RATE MUST TAKE PLACE AT AN ACCREDITED PUG MILL. NO ON-SITE CEMENT
TREATMENT WILL BE ACCEPTED.

ASPHALT PRIME SHALL NOT BE PLACED OVER BASE COARSE PAVEMENT UNTIL:

- ALL TEST RESULTS HAVE BEEN APPROVED.

- ASUCCESSFUL PROOF ROLL HAS BEEN CARRIED OUT.

- AS CONSTRUCTED SURVEY HAS BEEN APPROVED.

- ENGINEERS WRITTEN DIRECTION TO PROCEED IS OBTAINED.

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NOOSA COUNCIL
APPROVED PLAN
OPW18/0253 5 DEC 2018

 

 

 

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REINFORCED CONCRETE NOTES:

GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD SPECIFICATIONS
AS 3600 "SAA CONCRETE STRUCTURES CODE".

IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD

SPECIFICATIONS AND CODES OR THEIR LATEST REVISION SHALL APPLY:

AS 1012 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS).

AS 3583.1,2,3,8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS.
MATERIALS FOR USE WITH PORTLAND CEMENT.

AS 3582.1 SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH PORTLAND
CEMENT- FLY ASH

AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES.

AS 1302 STEEL REINFORCING BARS FOR CONCRETE.

AS 1303 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE.

AS 1304 HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR CONCRETE.

AS 3972 PORTLAND AND BLENDED CEMENTS.

AS 1379 READY-MIXED CONCRETE (METRIC UNITS)

AS 2758 PART 1 CONCRETE AGGREGATES.

AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE.

AS 3610 FORMWORK FOR CONCRETE.

SUPPLY:

ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NO ON SITE
BATCHING IS ACCEPTABLE.

MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND
BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE.

ALL MATERIALS, STORAGE, BATCHING, ETC. TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT
AUSTRALIAN STANDARDS.

ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE.

ALL CONCRETE SHALL HAVE A SHRINKAGE STRAIN NOT EXCEEDING 600 MICROSTRAIN

ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE.

ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED AND
CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE. ALL REINFORCEMENT IS TO COMPLY WITH THE
REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 AS APPLICABLE.

ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE
COATINGS WHICH MAY IMPAIR BOND TO CONCRETE.

ALL REINFORCEMENT TO BE 500 MPA MINIMUM YIELD UNLESS NOTED OTHERWISE.

FORMWORK:

ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD
OR STEEL FORMS.

ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 1509 AND AS 1510.

REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B
FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE.

ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED
BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION.

ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS.
TO PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY
WATERPROOF MEMBRANE.

TRANSPORT:

ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS.

CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT
THE ENGINEER'S DISCRETION.

PLACEMENT, COMPACTION AND FINISHING:

CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL 'CHUTING' NO MORE THAN 3M, CONCRETE
PUMPING OR KIBBLING.

UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF
VIBRATORS.

ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED
IN SUCH A MANNER AS TO AVOID 'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS
DETAILED ON DRAWINGS OR AS INSTRUCTED IN WRITING BY THE ENGINEER.

ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 50mm DIAMETER VIBRATORS.
SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE
SURFACE,

DIRECTLY AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS.
ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS,
WIND BREAKS, ETC. MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING
UNUSUALLY HOT, DRY OR WINDY CONDITIONS.

ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE.

BROOM FINISHING, WHERE SPECIFIED, SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING
ALL CONCRETE TO BE ORDERED AND PLACED AT 80MM SLUMP UNLESS NOTED OTHERWISE.

NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER.

TESTING:

ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY,

IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1012.

THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS
OF THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM

- AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY
GIVEN DAY (EG. COLUMNS, FOOTINGS, ETC)

- AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH
GRADE CAST ON ANY GIVEN DAY.

- A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50m? OR PART THERE OF
CAST ON A GIVEN DAY FOR EACH STRENGTH GRADE.

ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE.

IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING
SHALL BE TAKEN AFTER THE ADDITION OF WATER.

CURING:
ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING.
CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL
GENERALLY CONSIST OF ONE OR A COMBINATION OF THE FOLLOWING METHODS

- CONTINUOUS WATER PONDING.

- COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE).

- APPLICATION OF AN APPROVED CURING COMPOUND.

 

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES.

Design:

 

 

 

REV

DATE DESCRIPTION BY | CHKD

 

 

 

 

 

 

DIRECTOR APPROVAL
RPEQ- 4784

Drawn:
Date: MAY 2016

|ALT.

 

Checked

 

Datum _AHD

ENGINEERING : DESIGN : MANAGEMENT mail: [email protected]

Brah 101 pty Itd t/a Alta Projects PROJECT
ABN. 91 611 354511

26 Memorial Avenue, Cotton Tree

PO Box 559, Cotton Tree, QLD, 4558
Tel (07) 5475 4125 Fax (07) 5479 1607

at SERENITY CLOSE, NOOSA

Web: hitp:/www.alta.net.au

 

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for CAPE BOUVARD DEVELOPMENTS

FILENAME : 96107-18-RO1-R02.éug-DATE 281/18 12:Mipm - XREF': a8 107-X-BASE; a6107-X-SURVEY; a6107X-ARCH landscape: a61O7-X-ARCH; H-Aporoved-SH; H-Chfbted-SH

PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B

DRAWING TITLE:
ROADWORKS OVERALL SITE PLAN AND NOTES.

 

DRAWING No:

 

Revision Sheet
1 of 1

A6107/18/RO1

 

© This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed wander the
Copyright Act, no part of it may in any form or by any means (electronic, mechanical, micro copying, photo
copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior

faften permfsion of AUfh Project. Alf ntellctanl property eusins wiln AKI Projects leagues shoal
Council Ref Seavected fo AUT Poets rer "