Apdx3 - Engineering Plans

           GENERAL NOTES                                                                                                                          EARTHWORKS                                                                                                                    SIGNAGE & LINEMARKING
           G1 |    THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER WORKING DRAWINGS AND SPECIFICATIONS AND WITH OTHER                     EW1 | ALL EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH AS3798 GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND              SL1 |   ALL PAVEMENT MARKING, CHEVRON DETAILS, SIGNAGE, GUIDE-POSTS AND RETROREFLECTIVE RAISED PAVEMENT MARKERS
                   WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF CONSTRUCTION. ALL DISCREPANCIES AND VARIATIONS                              RESIDENTIAL DEVELOPMENTS.                                                                                             (RRPM) TO BE IN ACCORDANCE WITH TMR AND AS1742 - MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
                   SHALL BE REFERRED TO AND MUST BE APPROVED BY THE SUPERINTENDENT BEFORE PROCEEDING WITH THE WORK.                                EW2 | THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UNDERGROUND SERVICES WITH THE RELEVANT AUTHORITIES           SL2 |   LONGITUDINAL LINE MARKING SHALL BE DULUX A1 SOLVENT BASED PAVEMENT MARKING OR APPROVED EQUIVALENT.
           G2 |    ALL WORKS MUST CONFORM TO WSAA, SEQ CODE, COUNCIL AND IPWEAQ STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE                             AND MARK THE LOCATIONS PRIOR TO COMMENCING EARTHWORKS.                                                                TRANSVERSE LINE MARKING SHALL BE THERMOPLASTIC OR APPROVED EQUIVALENT.
                   SHOWN ON DRAWINGS AND/OR DIRECTED BY THE SUPERINTENDENT.                                                                        EW3 | TOPSOIL TO BE REMOVED AND STOCKPILED PRIOR TO EARTHWORKS.                                                              SL3 |   ACCESSIBLE PARKING SPACES, SYMBOLS, BOLLARDS AND SHARED SPACE TO BE IN ACCORDANCE WITH AS2890.
           G3 |    ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE RELEVANT STANDARDS                            EW4 | ALL VEGETATION TO BE CLEARED AND GRUBBED PRIOR TO PLACEMENT OF ANY FILL MATERIAL TO THE SATISFACTION OF THE
                   AUSTRALIA SPECIFICATIONS AND CODES AND THE BY-LAWS OF THE RELEVANT BUILDING AUTHORITY.                                                 SUPERINTENDENT.                                                                                                       STORMWATER DRAINAGE
           G4 |    THE POSITIONS OF SERVICES BELIEVED TO EXIST ON THE SITE ARE INDICATIVE ONLY. NO GUARANTEE IS GIVEN OR IMPLIED TO THE            EW5 | FILL BATTERS ARE TO BE OVER FILLED AND COMPACTED BY 0.5M BEYOND FINAL BATTER FACE AND CUT BACK TO FINAL BATTER.
                                                                                                                                                                                                                                                                                SW1 | THE DESIGN AEP'S ADOPTED FOR THE DRAINAGE DESIGN ARE:
                   ACCURACY OR COMPLETENESS OF SUCH INFORMATION. THE CONTRACTOR SHALL MAKE THEMSELVES FULLY CONVERSANT WITH                        EW6 | ALL FILL MATERIAL EXCLUDING ROAD PAVEMENT IS TO BE PLACED IN LAYERS NOT EXCEEDING 150MM COMPACTED THICKNESS
                                                                                                                                                                                                                                                                                             - MINOR STORM: 5% AEP
                   ALL EXISTING SERVICES AND STRUCTURES WITHIN AND ADJACENT TO THE SITE OF THE WORK AND SHALL BE RESPONSIBLE FOR                          AND COMPACTED TO DENSITIES OUTLINED IN FILL MATERIAL NOTES.
                                                                                                                                                                                                                                                                                             - MAJOR STORM: 1% AEP
                   ANY DAMAGE TO SERVICES AND STRUCTURES DURING THE COURSE OF THE CONTRACT.                                                        EW7 | NO DAMAGE TO THE SIGNIFICANT TREES AS SHOWN ON THESE PLANS.
                                                                                                                                                                                                                                                                                SW2 | ALL FIELD INLETS TO BE TYPE 2A IN ACCORDANCE WITH IPWEA DS-050 UNO.
           G5 |    SERVICES WHERE SHOWN ARE INDICATIVE ONLY. EXACT LOCATION AND DEPTH TO SERVICES ARE TO BECONFIRMED ON SITE BY                    EW8 | THE CONTRACTOR SHALL ENSURE THE SITE IS FREE DRAINING AT ALL TIMES DURING CONSTRUCTION. MAJOR OVERLAND FLOW
                                                                                                                                                                                                                                                                                SW3 | EXCAVATION, BEDDING & BACKFILL TO BE IN ACCORDANCE WITH IPWEA DS-030
                   THE CONTRACTOR PRIOR TO CONSTRUCTION.                                                                                                  PATHS IF PRESENT ARE SHOWN ON THE DRAWINGS.
                                                                                                                                                                                                                                                                                SW5 | CONTRACTOR TO CONFIRM LEVELS & ALIGNMENT OF ALL STORMWATER PRIOR TO CONSTRUCTION.
           G6 |    CONTRACTOR TO TAKE APPROPRIATE ACTION AS NECESSARY TO PROTECT AND MAINTAIN EXISTING SERVICES.                                   EW9 | REFER TO THE GEOTECHNICAL SPECIFICATIONS FOR FILL MATERIAL AND TESTING REQUIREMENTS.
                                                                                                                                                                                                                                                                                SW6 | ALL MANHOLE ACCESS COVERS & GRATES IN CONCRETE & PAVED AREAS TO BE ACO RHINOCAST RECESSED (CLASS D) OR
           G7 |    DRAWINGS SHALL NOT BE SCALED. VERIFY ANY SET OUT DIMENSIONS SHOWN ON THESE DRAWINGS BEFORE SITE WORKS,                          EW10 | CONTROL TESTING OF EARTHWORKS TO BE GENERALLY IN ACCORDANCE WITH AS1289.5 & AS3798-1996, WITH LEVEL 1
                                                                                                                                                                                                                                                                                      APPROVED EQUIVALENT WITH INFILL TO SUIT SURFACE FINISH.
                   CONSTRUCTION AND/OR FABRICATION COMMENCES. REFER ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING.                                  GEOTECHNICAL CERTIFICATION.
                                                                                                                                                                                                                                                                                SW7 | ALL STORMWATER PIPES UNDER ROADWAYS AND FOOTPATHS SHALL BE CLASS '2' R.C.P. R.R.J. UNLESS OTHERWISE NOTED.
           G8 |    NO SUBSTITUTE MATERIALS SHALL BE USED WITHOUT THE WRITTEN APPROVAL OF THE SUPERINTENDENT.                                       EW11 | FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING:
                                                                                                                                                                                                                                                                                SW8 | THE STORMWATER CLASSES HAVE BEEN DESIGNED FOR SERVICE LOADS ONLY, AND THE CONTRACTOR SHALL ASSESS
           G9 |    ALL WORK SHALL BE CARRIED OUT IN COMPLIANCE WITH THE QUEENSLAND ELECTRICITY ACT AND WORKPLACE HEALTH AND                                   a.        1 TEST PER 500M³ - GENERALLY
                                                                                                                                                                                                                                                                                      ANTICIPATED CONSTRUCTION LOADS AND UPGRADE PIPE CLASSES, IF NECESSARY, IN ACCORDANCE WITH AS3725-1989 AT THE
                   SAFETY ACT, REGULATIONS AND GUIDELINES. CONTACT YOUR NEAREST OFFICE OF THE DIVISION OF WORKPLACE HEALTH AND                                b.        1 TEST PER 100M³ - WATER COURSES
                                                                                                                                                                                                                                                                                      CONTRACTORS COST.
                   SAFETY FOR INFORMATION.                                                                                                                    c.        1 TEST PER 2 LAYERS PER 40M - TRENCH BACKFILL
           G10 |   HANDLING OF ASBESTOS MATERIALS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL OCCUPATIONAL HEALTH AND                     EW12 | FILL TO BE PLACED IN A MAXIMUM 200MM LIFTS, UNLESS APPROVED OTHERWISE BY A SUITABLY QUALIFIED CONSULTANT, AND
                   SAFETY COMMISSION CODE OF PRACTICE FOR THE SAFE REMOVAL OF ASBESTOS AND ANY APPLICABLE DEFENCE OH&S                                    COMPACTED TO SPECIFICATION.
                   PROCEDURE FOR HANDLING ASBESTOS MATERIALS.                                                                                      EW13 | PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING MINIMUM DRY DENSITY RATIOS (M.D.D.R.) COMPACTION STANDARDS:
           G11 |   ALL HORIZONTAL AND VERTICAL CONNECTIONS TO EXISTING ROAD PAVEMENT ARE TO BE CONFIRMED BY THE CONTRACTOR                                    a.        RESIDENTIAL ALLOTMENTS = 95% STD
                   PRIOR TO THE WORK AND THE DESIGN ADJUSTED BY SUPERINTENDENT AS NECESSARY ON SITE PRIOR TO CONSTRUCTION.                                    b.        ROAD VERGES/EMBANKMENTS = 95% STD
                   DISCREPANCIES AND DESIGN ADJUSTMENTS ARE TO BE REFERRED TO THE SUPERINTENDENT FOR ACCEPTANCE PRIOR TO                                      c.        PAVEMENT SUBGRADE = 100% STD
                   CONSTRUCTION.                                                                                                                              d.        FOR NON-COHESIVE MATERIALS M.D.D.R = 80%
           G12 |   THE CONTRACTOR IS TO CONTACT ENERGEX, UNITYWATER, TELSTRA AND ANY OTHER SERVICE AUTHORITY TO NOTIFY OF THE                      EW14 | ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 1:6 MAXIMUM SIDE BATTERS (GRASS SEEDED).
                   WORKS AND TO CONFIRM THE LOCATION OF EXISTING UNDERGROUND SERVICES PRIOR TO CONSTRUCTION. POTHOLING IS                          EW15 | WHERE TOPSOIL STOCKPILES ARE LOCATED ADJACENT TO FILL AREAS, CARE MUST BE TAKEN TO ENSURE STRUCTURAL FILL DOES
                   REQUIRED TO CONFIRM LOCATION AND DEPTH OF SERVICE PRIOR TO CONSTRUCTION.                                                               NOT BECOME CONTAMINATED BY BLENDING WITH TOPSOIL.
           G13 |   NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO COMMENCEMENT OF WORK WITHIN EXISTING ROAD RESERVES.                                    EW16 | VERGE AND BATTERS TO HAVE A MINIMUM 75MM OF TOPSOIL AND FULL WIDTH TURF IF ORDERED.
           G14 |   PROPOSED PROPERTY BOUNDARIES SHOWN ARE INDICATIVE BASED ON THE DCDB AND SHALL BE CONFIRMED BY THE                               EW17 | EARTHWORKS BATTERS ARE TO CONFORM TO THE FOLLOWING STANDARDS:
                   CONTRACTOR PRIOR TO CONSTRUCTION.                                                                                                          a.        1:4 OR FLATTER TO BE GRASS SEEDED (UNLESS NOTED OTHERWISE)
           G15 |   EXISTING PAVEMENT AND KERBS TO BE SAWCUT AND NEW PAVEMENT AND KERBS TO MATCH NEATLY.                                                       b.        STEEPER THAN 1:4 TO BE A COMBINATION OF TURF STRIPS OR GRASS SEEDING (UNLESS NOTED OTHERWISE)
           G16 |   ALL CONCRETE TO BE GRADE N32 U.N.O.                                                                                             EW18 | ALL VOLUMES PROVIDED EXCLUDE ANY COMPACTION OR BULKING FACTORS, LANDSCAPE TOPSOIL REQUIREMENTS, DETAILED
           G17 |   EXPANSION JOINTS TO INCORPORATE DOWELS AT LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE                                     EXCAVATION AND FOOTING AND TRENCHING REQUIREMENTS.
                   SUPERINTENDENT WHERE APPLICABLE.                                                                                                EW19 | ALL VOLUMES PROVIDED ARE INDICATIVE AND ARE TO BE CONFIRMED ON SITE BY THE CONTRACTOR.
           G18 |   SOFT BRISTLE BROOM FINISH TO ALL CONCRETE SURFACING UNO.
           G19 |   CONCRETE TO BE CURED IN ACCORDANCE WITH REQUIREMENTS OF AUSPEC QLD-C271 EQUIVALENT.
           G20 |   PROVIDE ISOLATION JOINTS (WITH EXPANSION JOINT MATERIAL) AT KERB EDGES.
           G21 |   CONCRETE CONSTRUCTION JOINTS FOR REINFORCED CONCRETE TO BE AS PER IPWEA STD DRG RS-065 UNO.
           G22 |   ALL KERB RAMPS TO COMPLY WITH IPWEA RS-090 & RS-091.
           G23 |   ALL KERB RAMPS TO INCLUDE TGSI'S IN ACCORDANCE WITH IPWEA RS-092.

           ENVIRONMENTAL MANAGEMENT
           EM1 | ALL EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH AS3798 GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND
                  RESIDENTIAL DEVELOPMENTS.
           EM2 | ALL ENVIRONMENT PROTECTION MEASURES SHALL BE IMPLEMENTED PRIOR TO START OF CONSTRUCTION WORK, INCLUDING
                  CLEARING.
           EM3 | NO TREES SHALL BE REMOVED BEYOND THE EXTENT OF EARTHWORKS OR WHERE NECESSARY FOR CONSTRUCTION WITHOUT
                  THE PRIOR APPROVAL OF THE SUPERINTENDENT.
           EM4 | ALL TREES AND SHRUBS TO BE RETAINED MUST BE PROTECTED FROM DAMAGE.
           EM5 | BACKFILL AROUND TREE ROOTS USING A MIXTURE OF THREE PARTS TOPSOIL TO ONE PART COMPOST, LIGHTLY COMPACTED.
           EM6 | EXCAVATIONS UNDER TREE CANOPIES TO BE BACKFILLED AS SOON AS POSSIBLE.
           EM7 | ALL DISTURBED AREAS SHALL BE LEFT IN A STABLE CONDITION. THIS WILL INVOLVE SEEDING OR TURFING WITH APPROPRIATE
                  GRASS SPECIES. ANY DISTURBED SLOPES SHALL BE COVERED WITH A SUITABLE FORM OF EROSION CONTROL PRODUCT WHICH
                  DOES NOT CONTAIN EXTERNAL WIRE OR NYLON REINFORCEMENT.
           EM8 | IF YOU SUSPECT FIRE ANTS ON SITE CALL DEPARTMENT OF PRIMARY INDUSTRIES ON 132523.
           EM9 | PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING OR DIRECTIONAL DRILLING UNLESS OTHERWISE
                  AGREED BY THE CONTRACT MANAGER.
           EM10 | FOR TRENCH INSTALLATIONS TREE ROOTS MUST BE EXPOSED BY HAND EXCAVATION. TREE ROOTS MUST BE CUT CLEANLY AND A
                  BITUMINOUS FUNGICIDAL SEALANT APPLIED TO THE CUT SURFACE.
           EM11 | TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY AND NOT BE STOCKPILED UNDER TREE CANOPIES.
           EM12 | PLACE APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES IN ACCORDANCE WITH THE ENVIRONMENTAL MANAGEMENT
                  PLAN.
           EM13 | NO SOIL MUST BE STOCKPILED WITHIN 5M OF ANY CREEK OR WATER COURSE.
           EM14 | ANY SOIL DISTURBED ON SITE IS TO BE REUSED ON SITE. ANY UNSUITABLE MATERIAL NOT REUSED MUST BE DISPOSED OF AT A
                  REGULATED WASTE DISPOSAL FACILITY.




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                                                                                                                                                                                                                      SCALE                                APPROVAL             ISSUE DATE DESCRIPTION                                    BY      CHKD         DRAWING DETAILS                  PROJECT NUMBER
PROJECT                                                         CLIENT                                                                                                                                                                                                            A 22-09-21 FOR APPROVAL                                 DB       DK
PROPOSED DUPLEX                                                 CHRISTOPHER ROBINSON                                                                                                                                                                        .................
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                                                                                                                                                                                                                                                                                                                                                                                 AHD
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                                                                                                                                                                                                                                                                                                                                                                                                 212602
9 RUBY STREET COOROY
                                                                                                                                                                                                                                                          DANIEL KENNA                                                                                    DRAWN                  DB                  SHEET   ISSUE
TITLE                                                                                                                                                                                                                                                      (RPEQ 15522)
CONSTRUCTION NOTES
                                                                                                                        e [email protected]           ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from     DRAWING STATUS                                                                                  DESIGN CHECK           DK              C02          A
                                                                                                                        a PO Box 988 Maroochydore 4558 p 0404 157 187     Ingeniir Pty Ltd                                                              FOR APPROVAL                                                                                      DATE                 22-09-21