DA_Pomona

                                   1                                                                                          2                                                         3                                                        4                                                        5                                                 6
                                                                                                                                                                                                                                                                                  GENERAL NOTES:
                                                          REFER SITE-SPECIFIC DRAWINGS FOR SET-OUT DIMENSIONS                                                                                               COMPLIANCE BOX                                                        GENERAL
      A                                                                                                                                                                                                   COMPLETED AS PER DESIGN                                                 G1. THIS DRAWING TO BE READ IN CONJUNCTION WITH SITE-SPECIFIC DRAWINGS.      A
                                                                                                                                                                                                                                                                                  G2. FOR GENERAL CONSTRUCTION & FABRICATION NOTES REFER TO TELSTRA STANDARD
                                                                                                                                                                                                          ALTERATIONS IN RED
                                                                                                                                                                                                          NAME (PRINT)
                                                                                                                                                                                                                                                                                  DRAWING 017866P05.
                                                                                                                                                    PEDESTAL 'A'.                                                                                                                 G3. FOOTINGS TO BE FOUNDED ON UNDISTURBED, NATURALLY CONSOLIDATED SOIL WITH
                                                                                                                                                                                                          SIGNATURE                         DATE
                                                                                                                                                    REFER DETAIL                                                                                                                  MINIMUM ALLOWABLE VERTICAL BEARING CAPACITY 100kPa (U.N.O). A SUITABLY
                                                                                                                                                                                                                                                                                  EXPERIENCED PERSON SHALL CONFIRM THE BEARING CAPACITY ON-SITE PRIOR TO
                                                                                                                                                                                                                                                                                  INSTALLING THE CONCRETE/EQUIPMENT.
                                                                                                                                                                                                                                                                                  G4. BASE OF EXCAVATION SHALL BE CLEAN, FLAT & FREE OF SOFT/ORGANIC MATERIAL.
                                                                                                                                                                                                                                                                                  G5. SUBGRADE OF CRUSHED AGGREGATE OR ROAD BASE SHALL BE USED AS NECESSARY
                                                                                                                                                                                                                                                                                  TO ACHIEVE THE BEARING CAPACITY REQUIREMENT.
                                                                                                                                                                                                                                                                                  G6. CONCRETE AT TOP OF POLE MUST BE LEVEL AND NOT PROTRUDING FROM TOP SO AS
                           MOON FOOT                                                                                                                                                                                                                                              NOT TO INTERFERE WITH MOUNTING OF DISH.
      B                    PLATFORM. REFER                                                                                                          PEDESTAL 'B'.                                                                                                                 G7. SAFE WORK PRACTICES SHALL BE IMPLEMENTED IN ACCORDANCE WITH LOCAL        B
                           SHEET T2-1                                                                                                               REFER DETAIL                                                                             MOUNTING POLE                        REGULATORY REQUIREMENTS & AS2159-2009.
                                                                                                                                                                                                                                             Ø168.3 x 7.1 CHS
                                                                                                                                                                                                                                             (GR350). REFER NOTE G6               CONCRETE
                                                                                                                                                                                                                                                                                  C1. CONCRETE WORKS TO BE COMPETED IN ACCORDANCE WITH AS3600-2018.
                                                                                                                                                                                                                                                                                  C2. CONCRETE STRENGTH TO BE MIN f'c = 32MPa AT 28 DAYS.
                                                                                                                                                                                                                                                                                  C3. COVER TO REINFORCEMENT TO BE MIN. 75mm (TYP ALL SIDES).
                                                     TYPICAL COMPOUND - PLAN VIEW                                                                                                                                                                                                 C4. CAST-IN PROPRIETARY ITEMS TO BE INSTALLED TO MANUFACTURERS
                                                                                                                                                                                                                                                                                  SPECIFICATIONS.
                                                     SCALE 1:50
                                                                                         Ø1000                                           MOUNTING POLE CAST INTO FOOTING                                                                                                          STEEL




                                                                                                                                                                                                   1650
                                                                                                                                                                                                                                                                                  S1. STEELWORK TO BE FABRICATED IN ACCORDANCE WITH AS4100-2020.
      C                                                                                                                                  N12 x 450 LONG INSERTED THROUGH                                                                                                          S2. ALL STEELWORK TO BE HOT DIP GALVANISED TO AS4680-2006 U.N.O.                                C
                                                                                                                                         CHS TO PREVENT MAST ROTATION                                                                                                             S3. ALL HOLLOW SECTIONS TO BE GRADE 350 TO AS1163-2016 U.N.O.
                                                                                                                                         MASS CONCRETE FOOTING
                                              A                                                                                                                                                                                                                                       1% FALL TOWARDS EDGES TYP.
                                              -                                                                                                                                                                                                                                       CRUSHED ROCK COMPOUND FINISH




                                                                                                                                                                                            3050
                                                                                            450                                                                                                                                                                                       E.L. 0.0m
                                                                                                                                                                                                                                                                                      FINISHED GRADE                                                  HOLD-DOWN BOLT
                                                                                                                                                                                                                                                                                                                                                      CAGE CAST INTO
                                                                                                                                                                                                                                                                                      MASS CONCRETE                                                   FOOTING
                                                                                                                                                                                                                                                                                      FOOTING
      D
                                                     PEDESTAL 'A' - PLAN VIEW                                                                                                                                                                                                                                                                                                     D
                                                     SCALE 1:25                                                                                                                                                                                                                       BACKFILL MOUNTING
                                                                                                                                                                                                                                                                                                                                                      SL72 MESH (ALL SIDES)
                                                                                                                                                                                                                                                                                      POLE WITH

                                                                                                                                                                                                   1400
                                                                                     610 NOM.
                                                                                                                                                                                                                                                                                      CONCRETE                                                        CONCRETE PEDESTAL




                                                                                                                                                                                                                                                                                                                385
                                                                                (600 MIN.; 615 MAX.)




                                                                                                                                                                                                                                                                      1530
                                                                                                                                                        HOLD-DOWN BOLT CAGE CAST INTO
                                                                                                                                                                                                                                                                                                                                                      E.L. 0.0m
                                                                                                                                                        FOOTING (DIMENSIONS TO BE




                                                                                                                                                                                                                                                                                                          845
                                                                                                                                                                                                                                                                                      N12 x 450 LONG                                                  FINISHED GRADE
                                                                                                                                                        CONFIRMED)                                                                                                                    INSERTED THROUGH




                                                                                                                                                                                                                                                                                                                460
                                                                                                                                                                                                                                                                                      CHS TO PREVENT
                                                                                                                                                                                                            175                                                                       MAST ROTATION




                                                                                                                                                                                                                                                               305
                                                                                                                                                                                                                                                                                                                                                      REFER NOTES G3,
                                                                                                                                                        SL72 MESH (ALL SIDES)




                                                                                                                                                                                                                                                         130
                                                                                                                                                                                                                                                                                                                                                      G4 & G5
                                 B
      E                          -
                                                                                                                                                        CONCRETE PEDESTAL
                                                                                                                                                                                                                  SECTION                          A                                  REFER NOTES G3,
                                                                                                                                                                                                                                                                                      G4 & G5
                                                                                                                                                                                                                                                                                                                SECTION                  B                                        E
                                                                                                                                                                                                                  SCALE 1:25                         -                                                          SCALE 1:25               -


                                                                                                                                                        ORIENTATE HOLD-DOWN BOLTS
                                                                                                                                                                                                                                                                                                                             FOR CONSTRUCTION
                                                                                                                                                                                                             THIS SHEET TO BE READ IN CONJUNCTION WITH SHEET T2-1.
                                                                                                                                                        TO BE PARALLEL WITH UNISTRUT
                                                                                                                                                                                                               ORDER DRAWN         CHKD                   AMENDMENT                      EXAM APPD DATE   ISS
                                                                                                                                                                                                              183929 JM            RW FOR CONSTRUCTION - SP30092467WO015DOWN - SATELLITE IB   DP 18.06.21 0.1
                                                                                                                                                                                                                                                                                                                       SATELLITE ACCESS NODE SITE 183929
                                                                             75 MAX.
                                                                             25 MIN.




                                                                                                        UNISTRUT (REFER SITE LAYOUT)
                                                                                                                                                                                                                                                                                                                               POMONA EXCHANGE
      F                                                                                                                                                                                                                                                                                                                          CONCRETE FOUNDATION DETAILS                      F
                                                                                                                                                                                                                                                                                                                              25 RAILWAY PARADE, POMONA, QLD 4568
                                               PEDESTAL 'B' - PLAN VIEW                                                                                                                                                                                                                                                 DWG                                      SHT        T2
                                               SCALE 1:10                                                                                                                                                                C Telstra Corporation Limited ABN 33 051 775 556 All rights reserved.                          NO.      QC100259                        NO.    .
                                   1                                                                                          2                                                         3                                                        4                                                        5                        Cad file: QC100259.dwg                        A3
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