QC100259_Pomona Exchange_DD_Rev01-220630

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                                                                                                                                                                                            GENERAL NOTES:
                  REFER SITE-SPECIFIC DRAWINGS FOR SET-OUT DIMENSIONS                                                                                                                       GENERAL
A                                                                                                                                                                                           G1. THIS DRAWING TO BE READ IN CONJUNCTION WITH SITE-SPECIFIC DRAWINGS.      A
                                                                                                                                                                                            G2. FOR GENERAL CONSTRUCTION & FABRICATION NOTES REFER TO TELSTRA STANDARD
                                                                                                                                                                                            DRAWING 017866P05.
                                                                   PEDESTAL 'A'.                                                                                                            G3. FOOTINGS TO BE FOUNDED ON UNDISTURBED, NATURALLY CONSOLIDATED SOIL WITH
                                                                   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 5-10mm BELOW TOP OF POLE. ENSURE TOP OF POLE IS WIPED CLEAN.
    MOON FOOT                                                                                                                                                                               G7. SAFE WORK PRACTICES SHALL BE IMPLEMENTED IN ACCORDANCE WITH LOCAL
B   PLATFORM. REFER                                                PEDESTAL 'B'.                                                                                                            REGULATORY REQUIREMENTS & AS2159-2009.                                       B
    SHEET T2-1                                                     REFER DETAIL                                                                       MOUNTING POLE
                                                                                                                                                      Ø168.3 x 7.1 CHS                      CONCRETE
                                                                                                                                                      (GR350). REFER NOTE G6                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).
                                                                                                                                                                                            C4. CAST-IN PROPRIETARY ITEMS TO BE INSTALLED TO MANUFACTURERS
                TYPICAL COMPOUND - PLAN VIEW                                                                                                                                                SPECIFICATIONS.
                SCALE 1:50
                                                                                                                                                                                            STEEL
                                       Ø1000                  MOUNTING POLE CAST INTO FOOTING                                                                                               S1. STEELWORK TO BE FABRICATED IN ACCORDANCE WITH AS4100-2020.




                                                                                                                1650
                                                                                                                                                                                            S2. ALL STEELWORK TO BE HOT DIP GALVANISED TO AS4680-2006 U.N.O.
C                                                             N12 x 450 LONG INSERTED THROUGH                                                                                               S3. ALL HOLLOW SECTIONS TO BE GRADE 350 TO AS1163-2016 U.N.O.                                  C
                                                              CHS TO PREVENT MAST ROTATION

                                                              MASS CONCRETE FOOTING
            A                                                                                                                                                                                  1% FALL TOWARDS EDGES TYP.
            -                                                                                                                                                                                  CRUSHED ROCK COMPOUND FINISH




                                                                                                         3050
                                        450                                                                                                                                                    E.L. 0.0m
                                                                                                                                                                                               FINISHED GRADE

                                                                                                                                                                                               MASS CONCRETE
                                                                                                                                                                                               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
                                                                    6 HOLD-DOWN BOLTS TO BE
                                                                                                                                                                                                                                                               E.L. 0.0m
                                                                    CHEMICALLY SET INTO TOP OF




                                                                                                                                                                                                                   845
                                                                                                                                                                                               N12 x 450 LONG                                                  FINISHED GRADE
                                                                    PEDESTAL AT TIME OF ACTIVE KIT                                                                                             INSERTED THROUGH




                                                                                                                                                                                                                         460
                                                                    INSTALLATION                                                                                                               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          MF FOR CONSTRUCTION - SP30092467WO015DOWN - SATELLITE RC PG 17.06.22 0.1
                                                                                                                                                                                                                                SATELLITE ACCESS NODE SITE 183929
                                                                                     COMPLIANCE BOX
                             75 MAX.
                             25 MIN.




                                               UNISTRUT (REFER SITE LAYOUT)
                                                                                                                                                                                                                                        POMONA EXCHANGE
                                                                                   COMPLETED AS PER DESIGN
F                                                                                                                                                                                                                                         CONCRETE FOUNDATION DETAILS                      F
                                                                                   ALTERATIONS IN RED                                                                                                                                  25 RAILWAY PARADE, POMONA, QLD 4568
            PEDESTAL 'B' - PLAN VIEW                                               NAME (PRINT)
                                                                                                                                                                                                                                 DWG                                      SHT        T2
            SCALE 1:10
                                                                                   SIGNATURE             DATE
                                                                                                                                  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