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2022-05-16 General Committee Meeting Agenda
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GENERAL COMMITTEE MEETING AGENDA 16 MAY 2022
Page 36 of 96
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aS ‘ < LO [[\ PEDESTAL ‘A. \ aouicice ae G3, FOOTINGS TO BE FOUNDED ON UNDISTURBED, NATURALLY CONSOLIDATED SOIL WITH
dz ft a dates REFER DETAIL MINIMUM ALLOWABLE VERTICAL BEARING CAPACITY 100kPa (U.N.O). A SUITABLY
FS at Ce Belen EXPERIENCED PERSON SHALL CONFIRM THE BEARING CAPACITY ON-SITE PRIOR TO
o 4 Ber ates
8 oe — a a INSTALLING THE CONCRETE/EQUIPMENT,
chew ch ey G4, BASE OF EXCAVATION SHALL BE CLEAN, FLAT & FREE OF SOFT/ORGANIC MATERIAL,
q a —— be SESS G5, SUBGRADE OF CRUSHED AGGREGATE OR ROAD BASE SHALL BE USED AS NECESSARY
%. BH \ [- \/ XN 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.
| BLATFORM, REFER PEDESTAL'B { G7, SAFE WORK PRACTICES SHALL BE IMPLEMENTED IN ACCORDANCE WITH LOCAL
SHEET T2-4 REFER DETAIL MOUNTING POLE REGULATORY REQUIREMENTS & AS2159-2009,
| 9168,3x7.1 CHS
4 1 _ _ — fy (GR950).REFERNOTEGS CONCRETE
} are C1. CONCRETE WORKS TO BE COMPETED IN ACCORDANCE WITH AS3600-2018.
/ ra C2. CONCRETE STRENGTH TO BE MIN fc = 32MPa AT 28 DAYS.
ae 3. COVER TO REINFORCEMENT TO BE MIN. 75mm {TYP ALL SIDES).
TYPICAL COMPOUND - PLAN VIEW By CA. CAST-IN PROPRIETARY ITEMS TO BE INSTALLED TO MANUFACTURERS
SCALE 1:50 th SPECIFICATIONS,
1000 MOUNTING POLE CAST INTO FOOTING g fe STEEL
ay $1. STEELWORK TO BE FABRICATED IN ACCORDANCE WITH AS4100-2020.
c 4 one OUR UA ROI, ey ge 82. ALL STEELWORK TO BE HOT DIP GALVANISED TO AS4680-2006 U.N.O. c
STO MAS | Ey 3 $3. ALL HOLLOW SECTIONS TO BE GRADE 350 TO AS1163-2016 U.N.O.
( MASS CONCRETE FOOTING Be
LA rh a bk 1% FALL TOWARDS EDGES TYP.
ea, g Eh CRUSHED ROCK COMPOUND FINISH
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RX es Ee Rx, MASS CONCRETE FOOTING
PEDESTAL 'A' - PLAN VIEW 4 roomne
SCALE 1:25 Pe: “s4 BACKFILL MOUNTING SL72 MESH (ALL SIDES)
610 NOM, 8 2 ie 7a
(@OOMIN, 615 MAX) = pv g ; CONCRETE PEDESTAL
HOLD-DOWN BOLT CAGE CAST INTO . Bt | >a: Ean
am FOOTING (DIMENSIONS TO BE hen Pe Ni2x450LONG =| pee | HE FINISHED GRADE
gor CONFIRMED) ee + INSERTED THROUGH gals | tee
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“ | x SL72 MESH AE at 8 MAST ROTATION eS \ REFER NOTES G3,
(8 ff \ _« SR eee te
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\ } CONCRETE PEDESTAL G4&G65
\ ji SCALE 1:25 Ey, SCALE 1:25 Ye)
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“6 ge FOR CONSTRUCTION
ORIENTATE HOLD-DOWN BOLTS THIS SHEET TO BE READ IN CONJUNCTION WITH SHEET T2-1.
~imiaiinnen (cron [Own] GOT ————ENDMENT == EX PO] OWE [RS
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= 3 UNISTRUT (REFER SITE LAYOUT) POMONA EXCHANGE
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25 RAILWAY PARADE, POMONA, QLD 4568
PEDESTAL 'B' - PLAN VIEW
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ss020 EE wee. aaSeaeeem. D0: DI Cal ie COTOOEE Ay A
The copyright and ownership of hiv drewing iv eesigned fo Tetrire and must not be copied or served skeewhare without writen permiesion from Teter.
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