Council archive · source document
Attachment D - Stormwater Management Plan · 132008.175.04
Plans and drawings: the text below has words only, no drawings.
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
CARPARK/ INTERNAL PAVEMENT NOTES REINFORCED CONCRETE NOTES:
· THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALTA PROJECTS STANDARD GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD SPECIFICATIONS
SPECIFICATIONS, IPWEAQ, LOCAL AUTHORITY AND DEPARTMENT OF TRANSPORT AND MAIN AS 3600 "SAA CONCRETE STRUCTURES CODE".
SE
ROADS (DTMR) AND AUSTRALIA STANDARDS. ANY CONFLICTS SHALL BE REFERRED TO THE
RE
ENGINEER FOR CLARIFICATION. IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD
· ALTA PROJECTS HAVE NOT UNDERTAKEN A RISK ASSESSMENT OF THE PROPOSED CARPARK SPECIFICATIONS AND CODES OR THEIR LATEST REVISION SHALL APPLY:
LOT 10
NIT
AS 1012 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS).
DESIGN AND LAYOUT WITH RESPECT TO TRAFFIC OR PEDESTRIAN SAFETY, TRIP HAZARDS,
SP195871 WPHS REQUIREMENTS ETC. SPECIALIST ADVICE SHOULD BE SOUGHT IN THIS REGARD.
AS 3583.1,2,3,8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS.
Y
MATERIALS FOR USE WITH PORTLAND CEMENT.
SETOUT AS 3582.1 SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH PORTLAND
CL
E
10
SP195871 · EXISTING SURFACE LEVELS AND CONTOURS SHOWN ARE BASED ON DIGITAL SURVEY CEMENT- FLY ASH.
SP m
19 t
58 N
71 MODELS PROVIDED. EXISTING LEVELS MUST BE CONFIRMED ON SITE BY THE CONTRACTOR AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES.
AND ANY DISCREPANCIES REFERRED TO THE ENGINEER. AS 1302 STEEL REINFORCING BARS FOR CONCRETE.
Emt
SP19
P
5871 · ALL CARPARK SETOUT TO BE AS PER DIGITAL CO-ORDINATES OR DIMENSIONED DRAWINGS AS 1303 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE.
LOT 100
SP305332
R02 PROVIDED. CONTRACTOR MUST NOT RELY ON DIGITAL DRAWING FILES OR SCALING OF
DRAWINGS.
AS 1304
AS 3972
HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR CONCRETE.
PORTLAND AND BLENDED CEMENTS.
100 605
SUBGRADE AS 1379 READY-MIXED CONCRETE (METRIC UNITS)
SP305332 SP195871
· SUBGRADE SHALL BE OF SOAKED CBR 15 MATERIAL OR BETTER, FREE FROM TOPSOIL, AS 2758 PART 1 CONCRETE AGGREGATES.
ORGANIC OR OTHER DELETERIOUS MATERIAL. AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE.
· SUBGRADE SHALL BE COMPACTED TO 98% MDD (AS 1289 E1.1) AND SHALL NOT SHOW AS 3610 FORMWORK FOR CONCRETE.
9
SP195871
602
MARKED DEFLECTION UNDER 8 TONNE AXLE LOAD AT PROOF ROLL. SUPPLY:
LOT 9
22 A
SP188268
65
· ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NO ON SITE
RP mt
· ANY SOFT SPOTS SHALL BE EXCAVATED TO COMPETENT MATERIAL AND REPLACED WITH
20
E
D
SP195871 BATCHING IS ACCEPTABLE.
SP195871
SELECT MATERIAL FROM SITE OR TYPE 2.5 GRAVEL AT THE ENGINEER'S DIRECTION. · MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND
606
· SUBGRADE SHALL BE GRADED TO PROFILES MATCHING FINISHED SURFACE AND ALL AREAS BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE.
SP195871
SHALL DRAIN TO SUBSOIL DRAINS. · ALL MATERIALS, STORAGE, BATCHING, ETC. TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT
E
SP195871
LOT 606 · SUBSEQUENT PAVEMENT LAYERS MUST NOT BE PLACED UNTIL THE ENGINEER HAS AUSTRALIAN STANDARDS.
APPROVED ALL TEST RESULTS, SUCCESSFUL PROOF ROLL HAS BEEN CARRIED OUT AND THE · ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE.
SP195871 ENGINEER HAS PROVIDED WRITTEN APPROVAL TO PROCEED. · ALL CONCRETE SHALL HAVE A SHRINKAGE STRAIN NOT EXCEEDING 600 MICROSTRAIN.
· ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE.
GRANULAR PAVEMENT · 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
· FINAL PAVEMENT DESIGN SHALL BE DETERMINED BY THE ENGINEER UPON RECEIPT OF REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 AS APPLICABLE.
SUBGRADE SOAKED CBR RESULTS AFTER THE COMPLETION OF BULK EARTHWORKS. · ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE
· ALL GRANULAR PAVEMENT SHALL COMPLY STRICTLY WITH ALL CURRENT DTMR QUALITY COATINGS WHICH MAY IMPAIR BOND TO CONCRETE.
STANDARDS FOR THE NOMINATED PAVEMENT TYPE AND SHALL BE SUPPLIED BY A DTMR · ALL REINFORCEMENT TO BE 500 MPA MINIMUM YIELD UNLESS NOTED OTHERWISE.
ACCREDITED QUARRY.
FORMWORK:
· PAVEMENT PLACEMENT SHALL NOT COMMENCE UNTIL MATERIAL QUALITY TEST RESULTS
OVERALL SITE PLAN HAVE BEEN APPROVED BY THE ENGINEER.
· ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD
OR STEEL FORMS.
SCALE 1:1000 A1 · PAVEMENTS SHALL BE PLACED AT DEPTHS NOT EXCEEDING 200mm AND SHALL BE · ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 1509 AND AS 1510.
COMPACTED TO 100% MDD (AS 1289 E1.1), SLURRIED AND TRIMMED TO PROFILE REFLECTING · REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B
FINAL DESIGN SUCH THAT A TIGHT PAVEMENT MATRIX IS ACHIEVED. FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE.
· WHERE CEMENT TREATMENT IS NOMINATED BY THE ENGINEER CEMENT DESIGN AT THE · ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED
NOMINATED RATE MUST TAKE PLACE AT AN ACCREDITED PUG MILL. NO ON-SITE CEMENT BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION.
· ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS
TREATMENT WILL BE ACCEPTED.
TO PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY
· ASPHALT PRIME SHALL NOT BE PLACED OVER BASE COARSE PAVEMENT UNTIL: WATERPROOF MEMBRANE.
- ALL TEST RESULTS HAVE BEEN APPROVED.
- A SUCCESSFUL PROOF ROLL HAS BEEN CARRIED OUT. TRANSPORT:
- AS CONSTRUCTED SURVEY HAS BEEN APPROVED. · ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS.
· CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT
- ENGINEERS WRITTEN DIRECTION TO PROCEED IS OBTAINED. THE ENGINEER'S DISCRETION.
ROADWORKS NOTES: PLACEMENT, COMPACTION AND FINISHING:
· CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL 'CHUTING' NO MORE THAN 3M, CONCRETE
1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAQ & NOOSA SHIRE COUNCIL PUMPING OR KIBBLING.
STANDARDS. · UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF
2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE LANDSCAPE ARCHITECT'S VIBRATORS.
DESIGN DRAWINGS. · ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED
3. SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN ACCORDANCE WITH THE IN SUCH A MANNER AS TO AVOID 'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS
ENVIRONMENTAL MANAGEMENT PLAN. DETAILED ON DRAWINGS OR AS INSTRUCTED IN WRITING BY THE ENGINEER.
· ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 50mm DIAMETER VIBRATORS.
4. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY DENSITY RATIO (M.D.D.R.) OF
· SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE
100% STD. SURFACE,
5. ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND CHANNEL AS PER IPWEAQ DIRECTLY AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS.
STANDARD DRAWING R-0160 U.N.O. · ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS,
6. WHERE CONCRETE DRIVEWAYS ABUT KERB & CHANNEL, THE CONTRACTOR IS TO CONSTRUCT A WIND BREAKS, ETC. MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING
COMMERCIAL CROSS-OVER IN ACCORDANCE WITH IPWEAQ STANDARD DRAWING RS-051. UNUSUALLY HOT, DRY OR WINDY CONDITIONS.
7. PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS & FOOTPATHS (IF REQUIRED). · ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE.
8. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD · 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.
SPECIFICATION. · NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER.
9. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE FOR THE CONTRACTOR VIA
COMPUTER MODEL PROVIDED BY ALTA PROJECTS. HOWEVER, ALTA PROJECTS ACCEPTS NO TESTING:
RESPONSIBILITY FOR INCORRECT SETOUT FROM THE DATA PROVIDED. CONTRACTOR SHOULD · ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY,
CONFIRM THE CORRECT COORDINATES WITH THE HORIZONTAL CURVE DATA PROVIDED ON IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1012.
THESE DRAWINGS. · THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS
OF THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM :
- A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY
GENERAL NOTES: GIVEN DAY (EG. COLUMNS, FOOTINGS, ETC)
- A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH
1. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND SHOWN ON THE DRAWINGS. THE GRADE CAST ON ANY GIVEN DAY.
CONTRACTOR IS RESPONSIBLE TO LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50m³ OR PART THERE OF
COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATION AND LEVEL OF ALL CAST ON A GIVEN DAY FOR EACH STRENGTH GRADE.
EXISTING SERVICE UTILITIES. THE CONTRACTOR SHALL BEAR THE COST OF ANY DAMAGE TO · ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE.
EXISTING SERVICES. · IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING
SHALL BE TAKEN AFTER THE ADDITION OF WATER.
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 CURING:
ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING.
LICENCED SURVEYOR TO THE REQUIREMENTS OF THE SHIRE ENGINEER.
· CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL
0 20 40 60 80 100m GENERALLY CONSIST OF ONE OR A COMBINATION OF THE FOLLOWING METHODS :
3. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL SURVEY, THEREFORE - CONTINUOUS WATER PONDING.
DESIGN LEVELS BASED ON THIS INFORMATION MAY BE VARIED BY THE SUPERINTENDENT ON - COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE).
SCALE 1:1000 A1, 1:2000 A3 SITE. - APPLICATION OF AN APPROVED CURING COMPOUND.
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL
A.B.N. 91 611 354 511 PRELIMINARY ROADWORKS SITE PLAN AND NOTES
FOR APPROVAL Date: JUNE 2021 26 Memorial Avenue, Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT LOT 9
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at SERENITY CLOSE, NOOSA DRAWING No:
A6107/21/L9/PR01 A 1 of 1
STEVEN HARRISON
Email: [email protected]
A 23/08/2021 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CAPE BOUVARD DEVELOPMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE CouncilX-LANDSCAPE
FILENAME : a6107-21-L9-R01.dwg - DATE : 23/8/21 - 2:23pm - XREF's: X-BASE; X-ARCH LOWER GROUND; X-ARCH UPPER GROUND; X-ARCH STG4B LANDSCAPE; X-ARCH STG4B LANDSCAPE LEVELS; X-ARCH STG4B LEVEL1; X-ARCH STG4B BASEMENT; X-SURVEY; X-LANDSCAPE LOWER; Ref: UPPER; 2017008 landscape base; H-Approved-SH; H-Checked-SH
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