Engineering Report · MCU18/0094

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




                                                                                                                                                                                                                                                                                                                                                SP248154
                                                                                                                                                                                  SP281569
                                                                                                                                                                                                                                                                                                                                                                                                               1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAQ &




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                                                                                                                                                                                                                                                                                                                                                                                                                  LOCAL AUTHORITY STANDARDS.                                                                 IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SPECIFICATIONS AND CODES OR THEIR LATEST REVISION SHALL APPLY:
                                                                                                                                                                                                                                                                                                                                                                                                                2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE                                     AS 1012              PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS).
                                                                                                                                                                                                                                                                                                                                                                                                                   LANDSCAPE ARCHITECT'S DESIGN DRAWINGS.                                                    AS 3583.1,2,3,8      METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS.




                                                                                                                                                     IL:112.61
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  MATERIALS FOR USE WITH PORTLAND CEMENT.
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                                                                                                                                                                                                                                                                                                                                                                                                                3. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AS 3582.1             SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH PORTLAND
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                                                                                                                                                                                                                                                                                                                                                                                                                   DENSITY RATIO (M.D.D.R.) OF 100% STD.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CEMENT- FLY ASH.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AS 1141              METHODS FOR SAMPLING AND TESTING AGGREGATES.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AS 1302               STEEL REINFORCING BARS FOR CONCRETE.
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                                                                                                                                                                                                                                                                                                                                                                                                                4. ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND




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                                                                                                                              'B1'                                                                                                                   'B1'
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AS 1303              HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE.
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                                                                                                                                                                                                                                                                                                                                                                                                                   CHANNEL AS PER IPWEAQ STANDARD DRAWING R-0160 U.N.O.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AS 1304              HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR CONCRETE.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AS 3972              PORTLAND AND BLENDED CEMENTS.




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                                                                                                                                                                                                                                                                                                                                                      C56011
                                                                                             GARAGE                                                              GARAGE                                                GARAGE                                            GARAGE




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                                                                                                                                                                                                                                                                                                                                                               916
                                                                                             FFL114.4                                                            FFL114.4                                              FFL114.4                                          FFL114.4
                                                                                                                                                                                                                                                                                                                                                                                                                5. WHERE CONCRETE DRIVEWAYS ABUT KERB & CHANNEL, THE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AS 1379              READY-MIXED CONCRETE (METRIC UNITS)
                                                                                           PROPOSED                                                         PROPOSED                                           PROPOSED                                                PROPOSED                                                                                                                                    CONTRACTOR IS TO CONSTRUCT A COMMERCIAL CROSS-OVER IN




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AS 2758              PART 1 CONCRETE AGGREGATES.
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                                                                                           TOWNHOUSE 4                                                      TOWNHOUSE 3                                        TOWNHOUSE 2                                             TOWNHOUSE 1
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                                                                                                                                                                                                                                                                                                                                                                                                                   ACCORDANCE WITH IPWEAQ STANDARD DRAWING RS-051.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AS 1478, 1479         CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AS 3610              FORMWORK FOR CONCRETE.
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                                                                                                           FFL114.5                  FFL114.5                                                                                             FFL114.5          FFL114.5
                                                                                                                                                                                                                                                                                                                                                                                                                6. PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS &                                    SUPPLY:
                                                                                                                                                                                                                                                                                                                                                                                                                   FOOTPATHS (IF REQUIRED).
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ·    ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NO ON SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             BATCHING IS ACCEPTABLE.




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                                                                                                                                                                                                                                                                                                                                                                                                                7. CONTRACTOR TO INSTALL 2 No. "HAZARD" SIGNS AT THE END OF




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ·
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND




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                                                                                                                                                                                                                                                                                                                                                                                                                   STAGED ROADWORKS.                                                                         BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ·    ALL MATERIALS, STORAGE, BATCHING, ETC. TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT
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                                                                                                                                                                                                                                                                                                                                                                                                                8. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA                                       AUSTRALIAN STANDARDS.




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




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                                                                                                                                                                                                                                                                                                                                                                                                                   PROJECTS STANDARD SPECIFICATION & LOCAL AUTHORITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ·    ALL CONCRETE SHALL HAVE A SHRINKAGE STRAIN NOT EXCEEDING 600 MICROSTRAIN.
                                                                                                                                                                                                                                                                                                                                                                                                                   REQUIREMENTS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ·    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
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                                                                                                                                                                                                                                                                                                                                            4                                                                   9. ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE                                   CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE. ALL REINFORCEMENT IS TO COMPLY WITH THE




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                                                                                                                                                                                                                                                                                                                                                                                                                   FOR THE CONTRACTOR VIA COMPUTER MODEL PROVIDED BY ALTA




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 AS APPLICABLE.




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                                                                                                                                                                                                                                                                                                                                                                                                                   PROJECTS. HOWEVER, ALTA PROJECTS ACCEPTS NO RESPONSIBILITY                           ·    ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                   FOR INCORRECT SETOUT FROM THE DATA PROVIDED. CONTRACTOR                                   COATINGS WHICH MAY IMPAIR BOND TO CONCRETE.
                                                                                                                                                WATTLE STREET                                                                                                                                                                                                                                                      SHOULD CONFIRM THE CORRECT COORDINATES WITH THE                                      ·    ALL REINFORCEMENT TO BE 500 MPA MINIMUM YIELD UNLESS NOTED OTHERWISE.
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      E/O                                                                                                                                                                                                                                                                                                                                                                                                          HORIZONTAL CURVE DATA PROVIDED ON THESE DRAWINGS.                                         FORMWORK:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ·    ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD
                                                                                                                                                                                                                                                                                                                                                                                                                CARPARK/ INTERNAL PAVEMENT NOTES                                                             OR STEEL FORMS.
                                                                                                          OVERALL SITE PLAN                                                                                                                                                                                                                                                                                                                                                                             ·    ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 1509 AND AS 1510.
                                                                                                                                                                                                                                                                                                                                                                                                                     · THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALTA PROJECTS STANDARD          ·    REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B
                                                                                                          SCALE 1:250 A1
                                                                                                                                                                                                                                                                                                                                                                                                                    SPECIFICATIONS, IPWEAQ, LOCAL AUTHORITY AND DEPARTMENT OF TRANSPORT AND MAIN             FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE.
                                                                                                                                                                                                                                                                                                                                                                                                                    ROADS (DTMR) AND AUSTRALIA STANDARDS. ANY CONFLICTS SHALL BE REFERRED TO THE        ·    ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED
                                                                                                                                                                                                                                                                                                                                                                                                                    ENGINEER FOR CLARIFICATION.                                                              BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION.
                                                                                                                                                                                                                                                                                                                                                                                                                  · ALTA PROJECTS HAVE NOT UNDERTAKEN A RISK ASSESSMENT OF THE PROPOSED CARPARK         ·    ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS
                                                                                                                                                                                                                                                                                                                                                                                                                    DESIGN AND LAYOUT WITH RESPECT TO TRAFFIC OR PEDESTRIAN SAFETY, TRIP HAZARDS,            TO PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY
                                                                                                                                                                                                                                                                                                                                                                                                                    WPHS REQUIREMENTS ETC. SPECIALIST ADVICE SHOULD BE SOUGHT IN THIS REGARD.                WATERPROOF MEMBRANE.
                                                                                                                                                                                                                                                                                                                                                                                                                SETOUT                                                                                       TRANSPORT:
                                                                                                                                                                                                                                                                                                                                                                                                                  · EXISTING SURFACE LEVELS AND CONTOURS SHOWN ARE BASED ON DIGITAL SURVEY              ·    ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS.
                                                                                                                                                                                                                                                                                                                                                                                                                    MODELS PROVIDED. EXISTING LEVELS MUST BE CONFIRMED ON SITE BY THE CONTRACTOR        ·    CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT
                                                                                                                                                                                                                                                                                                                                                                                                                    AND ANY DISCREPANCIES REFERRED TO THE ENGINEER.                                          THE ENGINEER'S DISCRETION.
                                                                                                                                                                                                                                                                                                                                                                                                                  · ALL CARPARK SETOUT TO BE AS PER DIGITAL CO-ORDINATES OR DIMENSIONED DRAWINGS             PLACEMENT, COMPACTION AND FINISHING:
                                                                                                                                                                                                                                                                                                                                                                                                                    PROVIDED. CONTRACTOR MUST NOT RELY ON DIGITAL DRAWING FILES OR SCALING OF           ·    CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL 'CHUTING' NO MORE THAN 3M, CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWINGS.                                                                                PUMPING OR KIBBLING.
                                                                                                                                                                                                                                                                                                                                                                                                                SUBGRADE                                                                                ·    UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF
                                                                                                                                                                                                                                                                                                                                                                                                                  · SUBGRADE SHALL BE OF SOAKED CBR 5 MATERIAL OR BETTER, FREE FROM TOPSOIL,                 VIBRATORS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ·    ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED
                                                                                                                                                                                                                                                                                                                                                                                                                    ORGANIC OR OTHER DELETERIOUS MATERIAL.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             IN SUCH A MANNER AS TO AVOID 'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS
                                                                                                                                                                                                                                                                                                                                                                                                                  · SUBGRADE SHALL BE COMPACTED TO 97% MDD (AS 1289 E1.1) AND SHALL NOT SHOW                 DETAILED ON DRAWINGS OR AS INSTRUCTED IN WRITING BY THE ENGINEER.
                                                                                                                                                                                                                                                                                                                                                                                                                    MARKED DEFLECTION UNDER 8 TONNE AXLE LOAD AT PROOF ROLL.                            ·    ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 50mm DIAMETER VIBRATORS.
                                                                                                                                                                                                                                                                                                                                                                                                                  · ANY SOFT SPOTS SHALL BE EXCAVATED TO COMPETENT MATERIAL AND REPLACED WITH           ·    SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                    SELECT MATERIAL FROM SITE OR TYPE 2.5 GRAVEL AT THE ENGINEER'S DIRECTION.                SURFACE,
                                                                                                                                                                                                                                                                                                                                                                                                                  · SUBGRADE SHALL BE GRADED TO PROFILES MATCHING FINISHED SURFACE AND ALL AREAS             DIRECTLY AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS.
                                                                                                                                                                                                                                                                                                                                                                                                                    SHALL DRAIN TO SUBSOIL DRAINS.                                                      ·    ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS,
                                                                                                                                                                                                                                                                                                                                                                                                                  · SUBSEQUENT PAVEMENT LAYERS MUST NOT BE PLACED UNTIL THE ENGINEER HAS                     WIND BREAKS, ETC. MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             UNUSUALLY HOT, DRY OR WINDY CONDITIONS.
                                                                                                                                                                                                                                                                                                                                                                                                                    APPROVED ALL TEST RESULTS, SUCCESSFUL PROOF ROLL HAS BEEN CARRIED OUT AND THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ·    ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE.
                                                                                                                                                                                                                                                                                                                                                                                                                    ENGINEER HAS PROVIDED WRITTEN APPROVAL TO PROCEED.                                  ·    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.
                                                                                                                                                                                                                                                                                                                                                                                                                GRANULAR PAVEMENT                                                                       ·    NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER.
                                                                                                                                                                                                                                                                                                                                                                                                                  · FINAL PAVEMENT DESIGN SHALL BE DETERMINED BY THE ENGINEER UPON RECEIPT OF
                                                                                                                                                                                                                                                                                                                                                                                                                    SUBGRADE SOAKED CBR RESULTS AFTER THE COMPLETION OF BULK EARTHWORKS.                     TESTING:
                                                                                                                                                                                                                                                                                                                                                                                                                  · ALL GRANULAR PAVEMENT SHALL COMPLY STRICTLY WITH ALL CURRENT DTMR QUALITY           ·    ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1012.
                                                                                                                                                                                                                                                                                                                                                                                                                    STANDARDS FOR THE NOMINATED PAVEMENT TYPE AND SHALL BE SUPPLIED BY A DTMR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ·    THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                    ACCREDITED QUARRY.                                                                       OF THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM :
                                                                                                                                                                                                                                                                                                                                                                                                                  · PAVEMENT PLACEMENT SHALL NOT COMMENCE UNTIL MATERIAL QUALITY TEST RESULTS                - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY
                                                                                                                                                                                                                                                                                                                                                                                                                    HAVE BEEN APPROVED BY THE ENGINEER.                                                      GIVEN DAY (EG. COLUMNS, FOOTINGS, ETC)
                                                                                                                                                                                                                                                                                                                                                                                                                  · PAVEMENTS SHALL BE PLACED AT DEPTHS NOT EXCEEDING 200mm AND SHALL BE                     - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH
                                                                                                                                                                                                                                                                                                                                                                                                                    COMPACTED TO 100% MDD (AS 1289 E1.1), SLURRIED AND TRIMMED TO PROFILE REFLECTING         GRADE CAST ON ANY GIVEN DAY.
                                                                                                                                                                                                                                                                                                                                                                                                                    FINAL DESIGN SUCH THAT A TIGHT PAVEMENT MATRIX IS ACHIEVED.                              - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50m³ OR PART THERE OF
                                                                                                                                                                                                                                                                                                                                                                                                                  · WHERE CEMENT TREATMENT IS NOMINATED BY THE ENGINEER CEMENT DESIGN AT THE                 CAST ON A GIVEN DAY FOR EACH STRENGTH GRADE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ·    ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE.
                                                                                                                                                                                                                                                                                                                                                                                                                    NOMINATED RATE MUST TAKE PLACE AT AN ACCREDITED PUG MILL. NO ON-SITE CEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ·    IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING
                                                                                                                                                                                                                                                                                                                                                                                                                    TREATMENT WILL BE ACCEPTED.                                                              SHALL BE TAKEN AFTER THE ADDITION OF WATER.
                                                                                                                                                                                                                                                                                                                                                                                                                  · ASPHALT PRIME SHALL NOT BE PLACED OVER BASE COARSE PAVEMENT UNTIL:
                                                                                                                                                                                                                                                                                                                                                                                                                    - ALL TEST RESULTS HAVE BEEN APPROVED.                                                   CURING:
                                                                                                                                                                                                                                                                                                                                                                                                                    - A SUCCESSFUL PROOF ROLL HAS BEEN CARRIED OUT.                                          ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING.
                                                                                                                                                                                                                                                                                                                                                                                                                    - AS CONSTRUCTED SURVEY HAS BEEN APPROVED.                                          ·    CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL
                                                                                                                                                                                                                                                                                                                                                                                                                    - ENGINEERS WRITTEN DIRECTION TO PROCEED IS OBTAINED.                                    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: WM                                                                                                                                                                                      PROJECT:                                                             DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                                                                                                                          Brah 101 pty ltd t/a Alta Projects
                                                                                                                                                                                                                                                                  Drawn: NG                                                                                                                                                                                                                                                            PRELIMINARY ROADWORKS OVERALL SITE PLAN & NOTES
                                                                                                                                                                                  FOR APPROVAL                                                                      Date: FEB 2017
                                                                                                                                                                                                                                                                                                                                                                                                                          A.B.N. 91 611 354 511
                                                                                                                                                                                                                                                                                                                                                                                                                          26 Memorial Avenue, Cotton Tree         PROPOSED MULTIPLE HOUSING DEVELOPMENT
                                                                                                                                                                                                             NOT FOR CONSTRUCTION                                                                                                                                                                                         PO Box 559, Cotton Tree, QLD, 4558                                                                                                                        Revision       Sheet
                                                                                                                                                                                                                                                               Checked: . . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                                                                                          Tel (07) 5475 4125 Fax (07) 5479 1607   at 15 GARNET STREET, COOROY                                          DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        A6265/18/PR01                 B           1 of 1
                                                                                                                                                                                                                                                                                                                                                                                                                          Email: [email protected]
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  A
                  25/05/18
                  08/03/18
                             FOR APPROVAL ISSUE
                             FOR APPROVAL ISSUE
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                                                                                                                                                NG
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                                                                                                                                                                                         DIRECTOR APPROVAL                                                             Datum        AHD
                                                                                                                                                                                                                                                                                                                                                                                                                          Web: http://www.alta.net.au             for THE WHATHAM BOYS PROPERTY TRUST.
 REV              DATE                                                 DESCRIPTION                                                              BY                CHKD                   RPEQ - 4784                                                                   A1 SHEET SIZE                                       FILENAME : A6265-18-R01-R02.dwg - DATE : 25/5/18 - 4:52pm - XREF's: X-BASE; X-SURVEY; X-ARCH (B)                                                                            Council Ref: