fc Noosaville Exchange & rt

 

 

 

 

 

 

 

4 l 2 l 3 4 I 2 6
\ GENERAL NOTES:
rr” 4 4 4 7 4 4 4 1 GENERAL
N ° XN G1. THIS DRAWING TO BE READ IN CONJUNCTION WITH SITE-SPECIFIC DRAWINGS.

 

/-2— / ——/

 

 

 

 

 

 

/2—/ +—/

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ey Bee PEDESTAL'A’.
3 | oo REFER DETAIL
At cH
i t
;
S \
MOON FOOT
PLATFORM. PEDESTAL 'B'
REFER SHEET T2-1 REFER DETAIL I
4 f 4 f f 7 4 f f f
TYPICAL COMPOUND - PLAN VIEW
SCALE 1:50
1000 MOUNTING POLE CAST INTO FOOTING
N12 x 450 LONG INSERTED THROUGH
CHS TO PREVENT MAST ROTATION
MASS CONCRETE FOOTING
CN V aw
450

  

    

PEDESTAL 'A' - PLAN VIEW

SCALE 1:25

610 NOM.
(600 MIN., 615 MAX)

 

6 HOLD-DOWN BOLTS TO BE
CHEMICALLY SET INTO TOP OF
PEDESTAL AT TIME OF ACTIVE KIT
INSTALLATION

Y/Y SL72 MESH (ALL SIDES)

| __e
[—— CONCRETE PEDESTAL

 

ORIENTATE HOLD-DOWN BOLTS
= TO BE PARALLEL WITH UNISTRUT

L

 

 

 

 

 
 

>
s UNISTRUT (REFER SITE LAYOUT)
to

 

25 MIN.

2

PEDESTAL 'B' - PLAN VIEW

SCALE 1:10

 

3050

 

1650

   
   
   

MOUNTING POLE
168.3 x 7.1 CHS (GR350)
REFER NOTE G6

ZC...

G2. FOR GENERAL CONSTRUCTION & FABRICATION NOTES REFER TO TELSTRA STANDARD A
DRAWING 017866P05.

G3. FOOTINGS TO BE FOUNDED ON UNDISTURBED, NATURALLY CONSOLIDATED SOIL WITH
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.

G7. SAFE WORK PRACTICES SHALL BE IMPLEMENTED IN ACCORDANCE WITH LOCAL
REGULATORY REQUIREMENTS & AS2159-2009. B

CONCRETE

C1. CONCRETE WORKS TO BE COMPETED IN ACCORDANCE WITH AS3600-2018.

C2. CONCRETE STRENGTH TO BE MIN fc = 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 —
SPECIFICATIONS.

STEEL

$1, STEELWORK TO BE FABRICATED IN ACCORDANCE WITH AS4100-2020.
$2. ALL STEELWORK TO BE HOT DIP GALVANISED TO AS4680-2006 U.N.O.
$3, ALL HOLLOW SECTIONS TO BE GRADE 350 TO AS1163-2016 U.N.O. Ic

1% FALL TOWARDS EDGES TYP.
COMPOUND GRADE FINISH

EL. 0.0m

 

1400

 

  
 

 

 

 

175

 

 

 

 

 

 

3

 

 

 

THIS SHEET TO BE READ IN CONJUNCTION WITH SHEET T2-1

 

SECTION” 7) —— rerennoresca, SECTION e E
SCALE 1:25 NE, 48S SCALE 1:25 NE,

FINISHED GRADE

 

MASS CONCRETE
FOOTING
BACKFILL MOUNTING —
POLE WITH SL72 MESH (ALL SIDES)
CONCRETE F

L-—_ CONCRETE PEDESTAL

" | E.L. 0.0m

N12 x 450 LONG = FINISHED GRADE
INSERTED THROUGH iH
CHS TO PREVENT
MAST ROTATION REFER NOTES G3,

 

 

 

 

 

 

G4&G5

 

ORDER

DRAWN | _CHKD.

AMENDMENT

FOR CONSTRUCTION

 

57168

NL | HH |FC-SP30096252WOO94DECON-SATELLITE | RC | IT

 

 

 

Ss —
23.03.23 | 1 €elstra

SATELLITE ACCESS NODE SITE 182703}
NOOSAVILLE EXCHANGE & RT

CONCRETE FOUNDATION DETAILS FI
88 GOODCHAP STREET, NOOSAVILLE, QLD 4566

 

 

 

 

 

 

 

 

©elstra Corporation Limited ABN 33 051 775556. All rights reserved

 

 

we Q757168 jie”

 

 

1

| 2 3

iW

7

 

I 5 Cad fle: Q757 168.dwg A3

 

The copyright and cumership of tis drawing assigned i Telstra and must not be copied or saved elsewhere without writen permission from Tals,