Original source · versioned page text
fc Noosaville Exchange & rt
Plot dats: 29 March 2023- 2:15 PM 4 2 3 4 I 5 6 DRAWING STATUS Slo alz 5 3 DRAWING/DOCUMENT DRAWING Je] S ISSUE a g eB = 6 A DESCRIPTION NUMBER Ww) 2 DATE m| 5 |oz| 2] 2 x |B S/S lee) o/s a|o Z2/a 2\/< | % o|/F] 8 iG &|/ 8 Pe SITE SPECIFIC NOTES - SHEET 1 OF 2 a7s71e8 =| So | 1 23/03/23 v SITE SPECIFIC NOTES - SHEET 2 OF 2 757168 |S0-t| 1 23/03/23 v C a SITE LAYOUT AND ACCESS Q757168 st 1 23/03/23 v N O O SAV | L L E EX H AN G E & RT SITE LAYOUT a7s7168 |st-1| 4 23/03/23 v Address ID QLD 182703 NOAZ SITE SETOUT PLAN - OPTION 4 a7s71e8 = |S1-2| 4 23103/23 v SOUTH EAST ELEVATION a7s7168 =| $3] 4 23/03/23 v ADDRESS: 88 GOODCHAP STREET, B LOS PHOTOS a7s71e8 =| S7| 1 23/03/23 v NOOSAVILLE, QLD 4566 SITE EARTHING - OPTION 1 ars71e8 =| G4| 4 23/03/23 v SAN EARTHING SCENARIO a7s7168 = |G4-2| 1 23/03/23 v | SITE EARTHING SCHEMATIC a7s7168 | |G4-4) 1 23/03/23 v BAR CONNECTIONS DIAGRAMS a7s7168 © |G4-5| 1 23/03/23 v TRENCH DETAILS 757168 = |G4-6] 1 23/03/23 v c AC POWER CONNECTION a7s71e8 =| £2 | 1 23/03/23 v TERT CONSTRUCTION WORKS a7s71e8 | 6 | 1 23/03/23 v CONCRETE FOUNDATION DETAILS a7s7168 =| 12| 4 23/03/23 v EQUIPMENT PLATFORM - H-FRAME DETAIL a7s7168 | | T2-1| 4 23/03/23 v FOUNDATION DETAILS - CYCLONIC WIND ZONES | Q757168 |T2-2] 1 23/03/23 v COMPOUND FENCE AND GATE DETAILS ars71e8 =| 18 | 4 23/03/23 v D DRAWING ENDORSEMENT BY CLIENT NAME DATE E SIGNATURE STATUS ORDER | DRAWN | CHKD AMENDMENT EXAM | APPD | DATE [88 B 57168 | NL | HH |FC-SP30096252WO094DECON-SATELLITE | RC | IT | 23.03.23] 1 €elstr a SATELLITE ACCESS NODE SITE 182703} NOOSAVILLE EXCHANGE & RT DRAWING INDEX AND DOCUMENT CONTROL = |e 88 GOODCHAP STREET, NOOSAVILLE, QLD 4566 DWG SHT ©relstra Corporation Limited ABN 33 051 775.556 All rights reserved. NO. Q757 { 68 | NO. bc 4 2 3 \Z 4 I 5 Cad file: Q757168.dwg A3 The copyright and carership of tis drawing is assigned io Testa and must not be copied or saved elsewhere without writen pemission rom Tals.
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Page 2
4 I 2 3 4 I 5 l 6
A OCCUPIER SITE NAME SITE CODE
EQUIPMENT PLATFORM WORKPLACE HEALTH & SAFETY
a a NOOSAVILLE
TELSTRA NOAZ
TYPE: PROPOSED STEEL ‘MOON’ PLATFORM. ASBESTOS CONTAINING MATERIALS WERE IDENTIFIED EXCHANGE & RT
SIZE (mm): APPROX. 915 x 1200mm. DURING INSPECTION & DESIGN STAGES, SUBSEQUENTLY
BASE TYPE: STEEL BASE PLATE CONFIRMED BY REVIEW OF THE TELSTRA REGISTER OF
ASBESTOS MATERIALS. ALL NECESSARY CONTROLS WILL SERVICES LEGEND.
EARTHING TOCONTROLTHSIDENTFED HAZARD. F OPTICA. FIBRE ABOVE GROUND
——F OPTICAL FIBRE BELOW GROUND
PROPOSED SAN EQUIPMENT AND COMPOUND SHALL BE ABOVE GROUND ELECTRICAL SUPPLY
EARTHED AS PER SAN AND TELSTRA REQUIREMENTS. GENERAL NOTES —-—-—E BELOW GROUND ELECTRICAL SUPPLY
B ——s GAS SUPPLY BELOW GROUND
REFER TO SHEET G4 FOR SITE SPECIFIC EARTHING DETAILS 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS SPECIFIED OTHERWISE. ay ay HIGH VOLTAGE ELECTRICAL SUPPLY
2. ALL CABLES TO BE BIRD PROOFED AT TIME OF ACTIVE BUILD. BIRD PROOFING — Wo Wo WW WATER SUPPLY ABOVE GROUND
ENVIRONMENTAL ISSUES SOLUTION TO BE PROVIDED BY VIASAT INCLUDING MATERIALS AS FREE ISSUE —_—77* WATER SUPPLY BELOW GROUND
WITH ACTIVE KIT. —— — — s—— SEWERLINE
REFER TO ENVIRONMENTAL RISK ASSESSMENT —— — — sw —— STORMWATER S
NESTINGBRDS.OSPREYETO. » ALL RELEVANT EXISTING SERVICES SHALL BE IDENTIFIED AND FE ABOVE GROUND FEEDER CABLES
DANGEROUS SNAKES, WASPS & SPIDERS ETC. CONFIRMED PRIOR TO COMMENCING WORK. THE CONTRACTOR TO TTF BELOW GROUND FEEDER CABLES
MENACING CATTLE ETC. LIAISE WITH RELEVANT AUTHORITIES FOR DIRECTIONS AND —— — — FA —— EARTH STRAP
PERMITS REQUIRED. — ————— ABOVE GROUND 16mm? EARTH
Cc DIAL BEFORE YOU DIG 1100. — —-—eE BELOW GROUND 35mm? EARTH IC
POWER SUPPLY ———re— — —re— BELOWGEOTEXTILE MAT,
4, CONSTRUCTORS ARE TO BE AWARE OF TELSTRA DOCUMENT 35mm? EARTH IN FLEX GREY CONDUIT
32A/1P SUPPLY SHALL BE TAKEN FROM PROPOSED WALL 007338-C8-11 AND IN PARTICULAR CLAUSE 7.3 & 10.3 WHICH
MOUNTED EXTERNAL SAN DISTRIBUTION BOARD TO BE DESCRIBES REQUIREMENTS PERSONNEL MUST UNDERTAKE IN
a INSTALLED BY TELEPOWER. REFER TO SHEET S1 AND S1-1 RESPECT TO ASBESTOS MANAGEMENT AT TELSTRA FACILITIES
FOR PROPOSED LOCATION AND SHEET E2 FOR AC POWER © EXISTING TELSTRA ANTENNA SECTOR
— DETAILS 5. PROPRIETARY PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH M
MANUFACTURERS SPECIFICATIONS
DIAL 1100 BEFORE YOU DIG. G {| )~~-~~ PROPOSED TELSTRA ANTENNA SECTOR
6.COMPOUND SHALL BE ORIENTATED TO SUIT SITE-SPECIFIC REQUIREMENTS & M
ANTENNA AZIMUTH. REFER TO SITE-SPECIFIC COMPOUND LAYOUT DRAWING.
D PROPERTY SIGNAGE D
7.COMPOUND SHALL BE STRIPPED OF ALL VEGETATION & TOPSOIL, COMPOUND
SPECIFY PROPERTY SIGNAGE AS PER DOCUMENT 017866412 SHALL BE FINISHED WITH A LAYER OF GEOTEXTILE UNDERLYING MIN. 100mm
SITE NAME: BRANDED SITE IDENTIFICATION REGULAR (BSr). LAYER OF SITE GRAVEL.
TELSTRA S/l NUMBER 187/00929
JABAC PART NUMBER TFMS929-M 8.SITE GRAVEL:
VICTORIA: 100mm COMPACTED —
THICKNESS SIZE 20 CLASS 3 FCR
SITE ACCESS
QLD: 100mm COMPACTED THICKNESS
VIA GOODCHAP STREET, OFF EUMUNDI NOOSA, TYPE 2.3 ROADBASE
REFER TO SHEET St FOR DETAILS
E NSW/ACT: 100mm COMPACTED THICKNESS E
DGS20 ROADBASE
SITE SIGNAGE
ALL EME SIGNAGE IS REFERENCED ON DRAWINGS S1 & $3. CYCLONIC SITES TO BE READ IN CONJUNCTION WITH SHEETS $0-1, $1, S1-1 & $3 FOR CONSTRUCTION
REFER TO DOCUMENT 005486 FOR DETAILS
REFER SHEET 12-2 FOR SPECIFIC REQUIREMENTS {_ORDER | DRAWN | CHKD AMENDMENT APPD | DATE __ | ISS €elstra 7
FOR SITES IN NOMINATED CYCLONIC WIND ZONES. [57168] NL | HH |FC-SP30096252WO094DECON-SATELLITE iT | 23.03.23 1
SATELLITE ACCESS NODE SITE 182703
NOOSAVILLE EXCHANGE & RT
F SITE SPECIFIC NOTES - SHEET 1 OF 2 F
88 GOODCHAP STREET, NOOSAVILLE, QLD 4566
DWG SHT
©elstra Corporation Limited ABN 33 054 775 556. All rights reserved No. Q757 4 68 | No. so
1 2 3 ww 4 I 5 Cad file: Q757 168.49 A3
The copyright and camership of tis drawing‘ assigned io Telstra and must not be copied or saved elsewhere without writen pemission from Tals.
Page 3
4 l 2 3 4 I 5 SITE SIGNAGE ACCEPTANCE TESTING: A A 1, PROVIDE PERSONNEL AND EQUIPMENT, MAKE REQUIRED ’) ONE OF EACH TO BE SUPPLIED PER SITE TESTS, AND SUBMIT TEST REPORTS UPON COMPLETION OF —eeEeEOEEEeeeeeee TESTS. Ki TE TES ND 2. WHEN MATERIAL AND/OR WORKMANSHIP |S FOUND NOT TO WITH BLACK LETTERING COMPLY WITH THE SPECIFIED REQUIREMENTS, THE | RF Hazard Area ALUMINIUM MATERIAL REQUIRED NONCOMPLYING ITEMS SHALL BE REMOVED FROM THE NSPE: JOBSITE AND REPLACED WITH ITEMS COMPLYING WITH THE : SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF ATTACHED WITH GALVANZED HOGTIESOR Norge oF SUCH NON-COMPLANGE B _ A. TEST PROCEDURES B Av. Transmitting STICKER TO BE ATTACHED TO BACK OF 1, ALL FEEDERS SHALL HAVE THEIR INSULATION TESTED ‘4 Antenna DISH VISIBLE FROM GATE AT NO HIGHER AFTER INSTALLATION, BUT BEFORE CONNECTION TO RF hazard zone inside dish THAN EYE HEIGHT DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING 1000V DC. INVESTIGATE ANY VALUES | LESS THAN 50 MEGOHMS. SITE ID: 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES SITE SIGNAGE REQUIREMENTS FOR ELECTRICAL CONTINUITY AND PROPER POLARITY (7 FOR ACCESS OR EMERGENCIES “)\ ENGRAVED SIGNS CONNECTIONS. Ne, c - / ADHESIVE BACKED Ic CONTACT: 75mm x 150mm 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND SERVICE ASSURANCE CENTER BETWEEN PHASE WIRES AND NEUTRALS, SUBMIT A REPORT 1800 842 728 OF MAXIMUM AND MINIMUM VOLTAGES —_—] END OF SECTION — END OF SPECIFICATION FIPO1 SITE SIGNAGE REQUIREMENTS ENGRAVED SIGNS : D FIBER INTERFACE PANEL ) oe te fo \ D SERVICE FROM FIBER DEMARC. SITE ID: (> SERVICE TO EQUIPMENT CABINET ADDRESS: SITE SIGNAGE REQUIREMENTS \ ALUMINIUM MATERIAL REQUIRED 200mm x 250 FOR ACCESS OR EMERGENCIES mmmxeeumm H “ CONTACT: ATTACHED WITH GALVANIZED / MDP01 SERVICE NST CENTER HOG TIES OR STAINLESS SITE SIGNAGE REQUIREMENTS HARDWARE E MAIN DISTRIBUTION PANEL OO ReNE packea \ ) E 240v, 1 PH 75mm x 150mm ~ FED FROM TELCO SUPPLY ' TO BE READ IN CONJUNCTION WITH SHEETS $0, $1, S1-1 & $3 FOR CONSTRUCTION ORDER | DRAWN | CHKD AMENDMENT EXAM | APPD | DATE _[[s8 B 57168 | NL | HH |FC-SP30096252WO094DECON-SATELLITE | RC | IT | 23.03.23] 1 Gels tra SATELLITE ACCESS NODE SITE 182703} NOOSAVILLE EXCHANGE & RT F SITE SPECIFIC NOTES - SHEET 2 OF 2 F 88 GOODCHAP STREET, NOOSAVILLE, QLD 4566 ‘©elstra Corporation Limited ABN 33.051 775 556 All rights reserved no Q757 1 68 | NO. So-t 1 2 3 KZ 4 I 5 Cad file: Q757168.dwg A3 “The copyright and aunership ofthis crawing is assigned to Telsva and mustnct be copiad or saved elsewhere without writen permission Fam Testa
Page 4
4 I 2 3 4 I 5 l 6
.N SATELLITE ORIENTATION 15.3° RFNSA SITE No. 4565002 _ :
REFER SHEET SO NOTE 6 5 é
A f i 2 A
/ m0,
| < é Pe
ys vino DE Head’
! EXISTING O/H POWER LINES % f
4 &
EXISTING TELSTRA
BOUNDARY FENCE
B B
EXISTING TELSTRA EXCHANGE
BUILDING ACCOMMODATING
TELSTRA EQUIPMENT ital ,
Copyright (C) Whereis® Registered Trademark of Sensis Pty Ltd.
NOT TO SCALE
Cc IC
EXISTING CONCRETE SLAB
(1500 x 1500 x 300 DEEP) REFER
SHEET H1 FOR DETAILS (TYP.)
EXISTING
EXISTING ELTEK TYPE 3 WITH FP2 TELSTRA SITE (8
— 2KW RECTIFIERS (6-OFF) AND
3-OFF SBS190F BATTERY STRINGS. EXISTING
PROPOSED SAN SITE REFER FTDB NO. 00087937 TREE (TYP.)
4 a
“Ze EXISTING ICS OUTDOOR CABINET
D ACCOMMODATES SPD BOX (1-OFF) D
ON CONCRETE SLAB. A
P ley Oe
Ky Oe EXISTING TELSTRA
EXISTING PITS (TYP.) Wy, x
Ry SITE ACCESS
BES C
00, EXISTING |
EXISTING TELSTRA 47.5m HIGH EPT
TYPE 147 STEEL LATTICE TOWER SITE LAYOUT TELECOM TOWER
SCALE 1:500
EXISTING TELSTRA SECURITY FENCE & Sm 0 Sm 0m 18m 20m 25m SITE ACCESS
E 3.0m WIDE DOUBLE ACCESS GATE SCALE 1:500 SCALE 1:5000 E
50m, 0 50m 100m 150m 200m 260m cogs & +509
TO BE READ IN CONJUNCTION WITH SHEETS $1-1, $1-2 & $3 FOR CONSTRUCTION
ORDER | DRAWN] CHKD ANIENOMENT exam | aPeD | DATE [188 ‘elstra LH
SITE STRUCTURE CO-ORDINATES (6DA94) 57168 | NL | HH |FC-SP30096252WOOS4DECON-SATELLITE | RC | IT | 23.03.23] 1 €
GPS READING ACCURACY: £10m SATELLITE ACCESS NODE SITE 182703}
NOTES: CENTRE OF COMPOUND NOOSAVILLE EXCHANGE & RT
F 1. FOR SITE SPECIFIC NOTES REFER TO SHEETS $0 & SO-1 LATITUDE | -26.40640° (GDA94) SITE LAYOUT AND ACCESS
2. FOR EME SIGNS NOTED ASX]REFER TO 005486 DOCUMENTS FOR DETAILS. 88 GOODCHAP STREET, NOOSAVILLE, QLD 4566
3. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED.
ro DWC SHT
LONGITUDE 153.04667° (GDA94) (©elstra Corporation Limited ABN 33 054 775556. All rights reserved noe Q757 { 68 | NO. st
1 l 2 l 3 \Z 4 I 5 Cad file: 0757168.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,
Page 5
4 ] 2 3 4 I 5 6 SATELLITE ORIENTATION 15.3° f REFER SHEET SO NOTE 6 | PROPOSED SAN DB TO BE INSTALLED BY TELEPOWER. / BUILD CONTRACTOR TO TERMINATE POWER CONDUIT APPROX. 1.5m UP BUILDING WALL. CONSIDERATIONS SHALL BE GIVEN TO ALLOW POWER CABLE TO ENTER BOTTOM CENTRE OF DB (WITH MINIMAL USE OF FLEXIBLE CONDUIT IF REQUIRED) AND FIBRE CONDUIT TO RUN UNIMPEDED TO BUILDING WALL PENETRATION LOCATION EXISTING ASHPALT SURFACE NEED TO BE B REMOVED FOR PROPOSED POWER EARTHING & FIBRE TRENCHING. REFER TO G4 FOR DETAILS FENCE RAILS ARE TO BE INSTALLED AT TOP AND BOTTOM OF THE FENCE. STRAINER TO BE INSTALLED THROUGH CENTRE OF EACH PANEL. ENSURE ALL WIRE TWISTS ARE DIRECTED UP OR OTHERWISE SAFELY (AWAY) FROM WORKERS PROPOSED SATELLITE DISH LATITUDE: -26.40640° LONGITUDE: 153.04667° EXISTING TELSTRA BUILDING PROPOSED 1.8m SATELLITE DISH MOUNTED ON PROPOSED 1.8m POLE. REFER TO SHEET T2 FOR DETAILS SITE TO BE RE-INSTATED TO ORIGINAL STATUS PROPOSED MOON FOOT PLATFORM. REFER TO SHEET T2-1 FOR DETAILS EXISTING TELECOM TOWER D PROPOSED FENCE AROUND SAN COMPOUND. REFER TO SHEET T8 FOR DETAILS EXISTING FENCE YY \ E SITE LAYOUT E SCALE 1:250 CONDUIT SCHEDULE 5m 0 5m 10M SoALe 4:250 ITEM A REMARKS TO BE READ IN CONJUNCTION WITH SHEETS S1, $1-2 & S3. FOR CON STRU CTION POWER 27m IN 50mm HD uPVC ELECTRICAL CONDUIT FIBRE mT INP50 CONDUIT ORDER | DRAWN} CHKD AMENDMENT EXAM | APPD | DATE _|ISS elstra — m 57168 | NL | HH |FC-SP30096252WO094DECON-SATELLITE | RC | IT | 23.03.23} 1 € EARTH 27m | 35mm? G/Y CABLE IN P32 CONDUIT SATELLITE ACCESS NODE SITE 182703} NOTES : NOOSAVILLE EXCHANGE & RT F 1. FOR SITE SPECIFIC NOTES REFER TO SHEETS SO & S0-1 SITE LAYOUT 2. FOR EME SIGNS NOTED ASX) REFER TO 005486 DOCUMENTS FOR DETAILS. 88 GOODCHAP STREET, NOOSAVILLE, QLD 4566 3, ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED. DWG SHT = 4, MECHANICAL PROTECTION IS REQUIRED FOR CONDUIT RISERS ON BUILDING. ©elstra Corporation Limited ABN 33 054 775 556. All rights reserved No. Q7571 68 | NO, su 1 l 2 l 3 \Z 4 I 5 Cad file: 0757168.dwg A3 The copyright and cumership of tis drawing assigned io Telstra and must not be copied or saved elsewhere without writen permission from Tals,
Page 6
4 l 2 l 3 4 I 5 6
wy
SATELLITE ORIENTATION 15.3°
A (Af _ REFER SHEET SO NOTE 6 \ on) e-7 ear A
YE @—/ / 7 é 7 / 7 7 Lt I a eT an =F / / / Q—
Zi aio e--7 Pen
1220 1200 ee ce eT ea Po
f + ee eer yo? XL
—_— F— —_— Ee — Po a
—-tT ne 7
U/G POWER ROUTE IN HE eo J
50mm HD UPVC Po
Ree NUT 915mm x 1200mm MOON
FOOT PLATFORM \
B B
POWER, EARTH &
AZIMUTH - 15.3° TN,
ieee BEAM ELEVATION - 58.2° y
TRENCH. REFER / 798.
NOTE 4 !
U/G FIBRE ROUTE IN P50 4 ) |
CONDUIT. REFER NOTE 4
w H 8
z L: us
f&
x
iu 4+—
c = || y Cc
\ \ \
\
—— [ \
\ \
1220
D SECURITY FENCE POST. J D
POST SPACING NOT TO
EXCEED 3.0m (TYP,)
f 4 7 4 4 4 4 7 4 4
3050
3965 3655
7620
CLIENT EQUIPMENT KEYED NOTES: SITE SETOUT PLAN
OAN CABINET W/ EXTERNAL AC UNIT SCALE 128
ELECTRONICS ENCLOSURE W/ SHROUD COVER 500 0 500 ‘000
E 1.8m REFLECTOR W/ MODIFIED FEED BOOM & TRANSCEIVER Ct SCALE 1:25 E
BOOM MOUNTED HP BUC
FIBRE INTERFACE PANEL
ACCESS NODE ASSEMBLY CABINET MFR. POWER CABLE
ACCESS NODE ASSEMBLY CABINET MFR. DATA CABLE TO BE READ IN CONJUNCTION WITH SHEETS $1, S1-1 & $3. FOR CONSTRUCTION
OAN CABINET MFR. AC/DC POWER CABLES MFR. DATA CABLES ORDER | DRAWN | CHKD AMENOMENT EXAM | APPD | DATE _|I8S €elstra |
[s] ELECTRONICS ENCLOSURE MFR. DC POWER CABLES & MFR. DATA CABLES 57168 | NL | HH |FC-SP30096252WO094DECON-SATELLITE | RC | IT | 23.03.23] 1
NOTES: SATELLITE ACCESS NODE SITE 182703}
1. REFER TO SHEET SO FOR GENERAL NOTES. NOOSAVILLE EXCHANGE & RT
F 2. SECURITY FENCE HEIGHT MUST BE MINIMUM 1.8m HIGH WITH POST SPACING NOT TO EXCEED 3.0m. SITE SETOUT PLAN- OPTION 4
3, COMPOUND SHALL BE STRIPPED OF ALL VEGETATION & TOPSOIL. COMPOUND SHALL BE FINISHED WITH A
LAYER OF GEOTEXTILE UNDERLYING (WEED MATTING). MINIMUM 100mm LAYER OF COMPACTED ROADBASE. 88 GOODCHAP STREET, NOOSAVILLE, CLD 4566
4, POWER, FIBRE AND EARTH DUCT TO USE SHORTEST DIRECT ROUTES (SHORTEST DISTANCE). (GJieee Goperaon Linked ABN 3805177558. Alig sane pwe Q757168 | sur 81-2
1 | 2 | 3 \Z 4 I 5 A3
The copyright and ounership of tis craving assigned o Telstra and must not be coped or saved elsewhere without writen permission from Tels,
Page 7
4 I 2 I 3 4 I 5 l 6
CLIENT EQUIPMENT KEYED NOTES: (INSTALLED IN SNOW PRONE SITES ONLY) - (2) ORANGE/WHITE DRIVEWAY TELSTRA ANTENNA CONFIGURATION TABLE
MARKERS ATTACHED ONTO THE CABLE PATHWAY UNISTRUT SECTION TO
A OAN CABINET W/ EXTERNAL AC UNIT SERVE AS TRIP HAZARD MARKERS. 1200mm LONG MARKER. ATTACH TO BOTH ANTENNA ANTENNA TYPE & ANTENNA ANTENNA Re SECTOR NO.
ELECTRONICS ENCLOSURE W/ SHROUD COVER UNISTRUT SECTIONS WITH STAINLESS STEEL TIES. ONE MARKER ON EITHER No SIZEHxWxD eT) & TECHNOLOGY
SIDE OF EQUIPMENT ENCLOSURE PAD REQUIRED | CLAGL.| _@°7) SENT ELEVATIONS
1.8m REFLECTOR W/ MODIFIED FEED BOOM & TRANSCEIVER M SATELLITE DSH ANTENA sta | 18m | 183°1N | PONTING AT OPTUS
[4] 800M MOUNTED HP BUC D1 160° E
FIBRE INTERFACE PANEL ~ |
\
[6] bisTRIBUTION BOARD 1\
I \ \
: 7620 \ /
B oN \ B
PHA 2
3 _\
- \ >< ANTENNA
“ \ \ OSX .
XY meenenes 5
YOON meacecee w
\ \ oS = Fy
x q \ Zz Se z
HA YON A e 2
Ne <
\ NON “ae 3
eb} | be rt Ys 27 8
rT ro (} \ gL% &
c 3 L | | ~ 5 | | NE A Ic
{915mm x 1220mm MOON | I I
FOOT PLATFORM WI Spe | ul}
H-FRAME, REFER TO SHEET | 2
T2-1 FOR DETAILS i -
—_| 9/8 l
ot ‘= IGUIFGL
ZZ “TT YZ, a
Y ZY Ee RRR 3 Y, RRRRRRRRRRRRRRRRRRRG RR
yy yY SYS Sy» W YOY yy —MLYr> AH yyy yY
RZ OI RRR RRRRRRRRQAG. CRIRIRIRIRIRIRIRIRIRIRIRORIRIRIRIRORCROR Chr
° XY RRR ZN SINSINISISSISIRER RA RNR ARRAN RR, p
Y KA VY —SISSISSOiWI WA Wn 0 tN Sh
SK RRRKRRE COMPOUND FINISH. REFER KERR KEEKIRKEIEREIECXIERCRAS LAK
BS RRRXA : yey” IO) IY
Ks KKREKRE SHEET SO NOTE 7 KR ®QRRAARRA RRAK
CRA tQRRX Ra? RRR RARE
Dy Yi wy ELECTRONICS ENCLOSURE S DD ISS —DS
SISKAASSS SUPPORT FOUNDATION. REFER TO S SEAMS -
° SHEET T2 FOR DETAILS
| N12 x 450 LONG INSERTED THROUGH
SUPPORT POST. REFER TO SHEET: x
TOFOR DETAILS CHS TO PREVENT MAST ROTATION
E > E
3
500 9 500 1000 scale 4.25 TOBE READ IN CONJUNCTION WITH SHEETS S1, S1-1 & S1-2 FOR CONSTRUCTION
ORDER [DRAWN] CHAD ANENONENT ExaM | APPD [DATE _ [ISS LH
57168| NL | HH |FC-SP30096252WOOS4DECON-SATELLITE | RC | IT | 23.03.23] 4 Gels tra
NOTES: SATELLITE ACCESS NODE SITE 182703}
1. FOR SITE SPECIFIC NOTES REFER TO SHEETS SO & S0-1 NOOSAVILLE EXCHANGE & RT
| 2. FOREME SIGNS NOTED ASf#X] REFER TO 005486 DOCUMENTS FOR DETAILS. SOUTH EAST ELEVATION
3. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED.
4, REFER 12-2 FOR FOUNDATIONS REQUIRED IN CYCLONIC ZONES. 88 GOODCHAP STREET, NOOSAVILLE, QLD 4566
©elstra Corporation Limited ABN 33 054 775 556. All rights reserved noe Q757 { 68 | No. 83
4 l 2 3 \Z Do Not Scale Drawing 4 I 5 Cad file: Q757168.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,
Page 8
4 2 3 4 I 5 6 A A on 1} x al E ¢ a i B ~ B 5 [?} A E bal fe Ww ci a oye 2 H g Sy ERO = ~ 4 = or) oar ie 8 8 13 Ey = oS oy i ~ c m Ei b3 Et Ic roe Be “4 fey FI = Is © 1 HH ie = o BR uw a =H Phd si a — a Gg BERBERS B NS) = =a | SS ca BS a 5 i ie Ke FS s mor A ~ > ° SOR. 3 D Co m x x S I «© p al Pe = Q) ° A 2 2 2 = Azimuth : 11° 26°24'23"S E : E | Elevation : 58° 153°2'48"E LINE OF S ITE PHOTO ORDER | DRAWN | CHKD AMENDMENT EXAM APPD | DATE _issY” i 57168) NL HH = |FC-SP30096252WO094DECON-SATELLITE | RC | IT | 23.03.23] 1 Gelstra SATELLITE ACCESS NODE SITE 182703 NOTES : NOOSAVILLE EXCHANGE & RT F 1. LOS PHOTOS SHOULD BE OBTAINED FROM ENDORSED SCIP OR SITE LINE OF SITE (LOS) PHOTO DESIGN VISIT AND MUST BE TAKEN FROM THE EXACT LOCATION OF CENTRE OF MAST. 88 GOODCHAP STREET, NOOSAVILLE, QLD 4566 ©elstra Corporation Limited ABN 33 054 775 556. All rights reserved Roe Q757 1 68 | No. s7 1 2 3 X77 DoNot Scale Drawing 4 I 5 Cad file: Q757168.dwg A3 “The copyright and cunership ofthis raving is assigned to Telstra and must not be copied or saved elsewhere without writen permission from Telstra
Page 9
1 2 3 q I 5 I 6
CORNER POST FENCE NOTES:
\ 7620 CONNECTION REFER NOTE 11 1. REFER TO DRAWING 017866201 SHEET 1
A \ FOR ADDITIONAL CONNECTION DETAILS. JA
| 2. ALL EARTH STRAPS TO BE 50 x 3mm HOT
7 é—, 7 + / / 7 7 Zz z / 7 Z 7 / , DIPPED GALVANISED MS FLAT AND LAID TO
TO TELSTRA SERVICE EARTH MINIMUM DEPTH OF 500mm.
PROPOSED 35mm? GIY EARTH CABLE ee PmTTELSTRA EXCHANGE SEBI \ 3, TELSTRA EXCHANGE SITES WILL HAVE AN
INCONDUIT. ALSO REFER TO NOTE 16 EA EXISTING STRUCTURE BASE EXISTING EARTHING SYSTEM PRESENT
eA (WHICHEVER IS CLOSER) / CHECK RECORDS FOR LOCATION.NOTE =
eA — =o \ THAT THERE MAY BE AN OBSOLETE SYSTEM
—_— = IN SITU, TESTING WILL BE REQUIRED TO
ENSURE THAT EARTHING SYSTEM IS IN
EA —— — —— EA — — — FA — — — EA — — — SERVICE.
4. SEBISPC FOR SAN INSTALLATION SHALL BE
B PROPOSED 35mm? GIY CABLE IN FLEXIBLE EARTH PIT WITH ELECTRODE G CONNECTED TO EXISTING SERVICE EARTH |B
GREY CONDUIT. REFER TO NOTE 14 e { VIAABOLTED CONNECTION THAT CAN BE
/ _— \ BROKEN FOR EARTH SYSTEM TESTING. THE
co BOND IS TO BE UNDERTAKEN EXTERNAL TO
7 THE BUILDING AND MUST NOT RUN VIA
| 4 EQUIPMENT AREAS.
m 5. STANDARD ELECTRODES TO BE STAINLESS [-]
Z oO STEEL CLAD ROD (S/I 446/16) 1440mm LONG
| } AT SPACING OF MINIMUM 2 ELECTRODES
8 | DEEP.
* 8 TO MAST SEB 6. ALL ELECTRODES ARE TO BE INSTALLED AND
¢ > © PLACED WITHIN P1/P2 INSPECTION PIT. a
| 7. 19/.53mm GREEN AND YELLOW COPPER
CABLE SHALL RUN FROM THE PROPOSED
“ ‘ SEB/SPC FOR SAN INSTALL, TERMINATE AT
| UNISTRUT CABLE PATHS (2 OFF) SHALL | ELECTRODE AND CONTINUE TO EXISTING
BE BONDED TO ANTENNA MAST EARTH m SERVICE EARTH SYSTEM
— \ | BAR IN A PIGGY BACK ORIENTATION ° \. 8. REFER TO EARTHING GUIDELINES SHEET
J | G4-2 AND G4-3
m 9. ALL CONNECTIONS TO EARTH ELECTRODES
, 90 AND JOINTS ARE TO BE TREATED WITH
} SEBISPC SHALL BE MOUNTED AT LOWER CORNER POST FENCE | DENSO PASTE AND TAPE.
LEVEL ON H-FRAME VIA INSULATORS CONNECTION 0. WHERE ELECTRODES CAN NOT BE DRIVEN
D REFER NOTE 11 OR EARTH RESISTIVITY IS HIGH, DRILLING |p
MAY BE REQUIRED. PRE-DRILLED HOLES
CORNER POST FENCE CONNECTION SHALL BE BACK FILLED WITH EARTH
REFER NOTE 11 ENHANCING COMPOUND (E.G CALCIUM
BENTONITE AND GYPSUM SLURRY)
/ / / 7 / / / 7 7 / 1, ALL FOUR FENCE CORNER POSTS SHALL BE
CONNECTED TO THE SAN EARTH a
12. CABLES ANDIOR CONNECTIONS FROM
EARTHING - PLAN VIEW NOTES (CONT'D): EARTH ELECTRODE SCHEDULE EXISTING TELSTRA EARTHING SYSTEM SHALL
- 13. EARTH CABLE LUGS SHALL HAVE HEAT TYPE DIAMETER] QUANTITY] DEPTH BE LABELLED IN RESPECTIVE EARTH PITS TO
SCALE 1:25 SHRINKS TO COVER LUG BARREL EXTENDING STAINLESS STEEL CLAD) 44, 3 288m IDENTIFY CONNECTION TO SAN EARTH.
OVER CABLE. ROD : ALL OTHER EARTH CABLES THAT CANNOT BE
E 14, PROPOSED 35mm? G/Y INSULATED EARTH EARTH GRID SCHEDULE VISUALLY TRACED FROM SEB TO E
CABLES INSTALLED WITHIN SAN COMPOUND GRID SCHEDU DESTINATION MUST ALSO BE LABELLED.
LEGEND: AMONG EARTH BARS AND FENCES/EARTH TYPE DIMENSIONS
ELECTRODES SHALL RUN IN FLEXIBLE GREY HOT DIPPED GALVANISED MS FLAT 50 x 3mm
oor oman EA CONDUIT TO BE INSTALLED UNDER NOTE: THIS DRAWING TO BE READ IN CONJUNCTION WITH SHEET G4-2 FOR CONSTRUCTION
ABOVE GROUND 16mm? EARTH E GEOTEXTILE MAT AND 100mm COMPACTED * "
BELOW GROUND 35mm? EARTH — — — £ — __ROADBASE. ORDER | DRAWN] CHKD AMENDMENT exa | aPeD | DATE [188 t ‘elstra LH
BELOW GEOTEXTILE MAT. EC 15, FENCE AND GATE POST CONNECTIONS ARE TO [57168] NL | HH |FC-SP30096252WOOS4DECON-SATELLITE | RC | IT | 23.03.23] 1
: BE TREATED WITH DENSO PASTE AND TAPE.
35mm? EARTH IN FLEX GREY CONDUIT 416. IF INTERCONNECTION OF SAN GROUND ROD TO SATELLITE ACCESS NODE SITE 182703
EARTH INSPECTION PIT Ce) TELSTRA GROUND/TOWER STRUCTURE EARTH NOOSAVILLE EXCHANGE & RT
F SITE FENCING / / CANN Sia BE CONRECIED RECTLY SITE EARTHING (OPTION 1)
EARTH ELECTRODE ot TO THE H FRAME GROUND BAR AS AN 88 GOODCHAP STREET, NOOSAVILLE, QLD 4566
DWG SHT
SERVICE EARTH BAR SEB ALTERNATIVE ©elstra Corporation Limited ABN 33 051 775556. All rights reserved NO. Q757 4 68 | NO. Ge
1 I 2 I 3 7 4 I 5 Cad fle, O757 168.49 A3
The copyright and cumership of tis drawing assigned io Telstra and must not be copied or saved elsewhere without writen permission from Tals,
Page 10
4 2 3 4 I 5 6
A EARTHING GUIDELINES A
TELSTRA ACTIVE EARTH | SAN EARTHING SYSTEM | SAN EARTH RESISTANCE SAN (SEB) TO NEAREST SAN-TAE INTERCONNECTION DIAGRAM
RESISTANCE (ASSESSED ON TELSTRA ACTIVE EARTH (TAE) SOLUTION REFERENCE
(TAE) STATUS (TO BE INSTALLATION)
CHECKED PART OF SITE VISIT
TO DETERMINE SAN EARTH
SOLUTION AND a
INTERCONNECTIVITY)
SCENARIO 1 <10 OHM oR ee 88 <10 OHMS NO DISTANCE LIMITED YG DUCTED EARTH CABLE ONLY 1
B B
\
7 é / / 7 7 7 /
—
\ ° — EA _—
Tr — FEA
= FA — — — FA — — — FA TO TELSTRA SERVICE EARTH. |
\ ‘ TELSTRA ANTENNA/STRUCTURE EARTH
Ec
(( a
Sim = Se \ \ 35mm? GIY CABLE IN CONDUIT
c ° H cH | | c
XN | | oo \
¢ t |
n
| rm
__ } oO 7 Dy
XN N
f 4 f f f 4 4 f 7 f
D D
EARTHING SCENARIO 1
SCALE 1:50
TAE & SAN EARTH < 10 OHMS BOND
WITH 35mm? G/Y CABLE
E E
LEGEND:
cme apes
ABOVE GROUND 16mm? EARTH ——E THIS SHEET TO BE READ IN CONJUNCTION WITH SHEET G4, FOR CONSTRUCTION
BELOW GROUND 35mm? EARTH —_— —- —- E — ORDER | DRAWN | CHKD ‘AMENDMENT EXAM | APPD | DATE _| ISS €elstra i
BELOW GEOTEXTILE MAT, — — — Fe— 57168] NL | HH |FC-SP30096252WOO94DECON-SATELLITE | RC | IT | 23.03.23] 1
35mm? EARTH IN FLEX GREY CONDUIT SATELLITE ACCESS NODE SITE 182703}
EARTH INSPECTION PIT x) NOOSAVILLE EXCHANGE & RT
F SITE FENCING / 7 EARTHING SCENARIO
EARTH ELECTRODE Hi 88 GOODCHAP STREET, NOOSAVILLE, QLD 4566
SERVICE EARTH BAR 550089] SEB
eecese! ©relstra Corporation Limited ABN 33 051775 556 All rights reserved. no Q757 1 68
1 2 3 KZ 4 I 5 Cad file: 757 168.dwg A3
“The copyright and aunership ofthis crawing is assigned to Telsva and mustnct be copiad or saved elsewhere without written permission Fam Testa
Page 11
4 l 2 3 4 I 5 ] 6
NOTE GROUNDING SYMBOLS:
1, REFER TO SITE PLAN FOR LOCATION OF EQUIPMENT.
A 2. REFER TO SHEET G4-5 FOR EARTHING CONNECTIVITY. ‘16mm? INSULATED STRANDED COPPER CABLE JA
(ABOVE GROUND)
----- 35mm? INSULATED STRANDED COPPER CABLE
(UNDER GROUND)
COPPER TAPE - SIMILAR TO ERICO TCEC25325
6.35mm FIBRE BOX HOLES (ABOVE GROUND)
PREDRILLEDTOSUT GALVANISED 50mm x 3mm BAR. |
(UNDER GROUND)
UNISTRUT STIFFENER TO BE
INSTALLED FROM AN OFF CUT
FROM THE CABLE UNISTRUTS
B ANTENNA B
SUPPORT POST
PLATFORM MOUNTED H-FRAME (MOUNTED TO
SUPPORT POST)
AC DISTRIBUTION BOARD
(DRILL THROUGH fi
LOWER, RIGHT REAR lL Ca eaBNET
OF AC DB TO INSTALL
EARTH LUG AND BOLT)
c mm c
| ~~
|
nA 5. ELECTRONICS
__ qo RF ENCLOSURE
7 Lr BOuHE Dy
|] -— 7092 Wh | Tt
offo
|) 4
w
H-FRAME GROUND BAR (MOUNTED |_| XX RECORD GROUND RESISTANCE 3
BELOW EQUIPMENT ON PLATFORM) | 0 N MEASUREMENT USING ACLAMP-ON |
D 6. UNISTRUTX2_ I T iy GROUND RESISTANCE TESTER: Bl D
RECORD GROUND RESISTANCE | | NOTIFY CLIENT PM IF RESISTANCE 3
MEASUREMENT USING A CLAMP-ON | = E|© |S ABOVE 10 OHMS
GROUND RESISTANCE TESTER: | BIS
NOTIFY CLIENT PM IF RESISTANCE | || | 2
IS ABOVE 10 OHMS L| J 4 || | FINISHED GRADE |
IF INTERCONNECTION OF SAN GROUND ROD / 435mm? STRANDED INSULATED |
TO TELSTRA GROUND/TOWER STRUCTURE COPPER CABLE WITHIN FLEXIBLE
EARTH IS COMPLEX! DIFFICULT THEN NONMETALLIC CONDUIT I
TELSTRA EARTHING SHALL BE CONNECTED 7 (SEAL EACH END) |
DIRECTLY TO THE H FRAME GROUND BAR AS.
E ANALTERNATIVE, 2 Re ee ee ee ee ee ee ee ee ee
SAN GROUND ROD = Y
TELSTRA GROUND OR ee E
TOWER STRUCTURE =
NOT TO SCALE
EQUIPMENT GROUNDING DIAGRAM
THIS SHEET TO BE READ IN CONJUNCTION WITH SHEET G4 & G4-1. FO R CONSTRU CTION
------- E
1 SAN GROUND ROD
ORDER | DRAWN
CHKD
AMENDMENT EXAM | APPD | DATE
57168) NL
ss +
HH |FC-SP30096252WO094DECON-SATELLITE | RC | IT | 23.03.23] 1 €elstra
SATELLITE ACCESS NODE SITE 182703
NOOSAVILLE EXCHANGE & RT
SITE EARTHING SCHEMATIC
88 GOODCHAP STREET, NOOSAVILLE, QLD 4566
‘©elstra Corporation Limited ABN 33.051 775 556 All rights reserved Rae Q7: 57 4 6 8 | st 64-4
1 2
XZ
7
I 5 Cad fle: Q757 168.dwg A3
‘The copyright and ownership ofthis crawing is assigned to Tela and must nat be copied or saved elsewhere wihout writen permission rom Talsta,
Page 12
4 2 3 4 I 5 6
ANTENNA SUPPORT POST .
A GROUND BAR SITEPROt EQUIPMENT KEYED NOTES: A
#MG406U-K (MOUNTED [1] ANTENNA MAST
BELOW EQUIPMENT W/
INSULATORS & TOWER LNB GROUND
STANDOFF BRACKET) HPBUC (BOOM ARM)
DOUBLE STACK LUGS [4] TXCVR GROUND —
[5 | ELECTRONICS ENCLOSURE GROUND
[6 | (2) STACKED SECTIONS OF
[6 | UNISTRUT FOR CABLE PATHWAY
B B
TO SAN GROUND STAKE
370mm ABOVE GRADE INSTALLED —J oO RECORD GROUND AS RAM
ON EAST SIDE OF ANTENNA POLE MEASUREMENT USING A CLAMP-ON
(TYPICALLY ABOVE UNISTRUT ON GROUND RESISTANCE TESTER: |
STANDARD SITE) NOTIFY CLIENT PM IF RESISTANCE
IS ABOVE 10 OHMS
c NOT TO SCALE c
B c
[2] [¢] EQUIPMENT KEYED NOTES:
— TO PROPOSED OAN CABINET
— [8 | TO PROPOSED RECEPTACLE POWER PANEL
TO PLATFORM POSTS
D D
QD
I}
H-FRAME GROUND BAR SITEPRO1 YO fF} O
#MG406U-K (MOUNTED BELOW n
EQUIPMENT WITH INSULATORS)
RECORD GROUND RESISTANCE ———————
E MEASUREMENT USING A CLAMP-ON = CONNECTION To TELSTRA EXCHANGE E
NOTFY CLIENT PIF RESISTANCE TONER EARTH OPTION, ONLY F
TO SAN GROUND STAKE UNDERGROUND SAN EARTH TO
1S ABOVE 10 OHMS EXCHANGE EARTH NOT PRACTICAL
GROUND BAR CONNECTION THIS SHEET TO BE READ IN CONJUNCTION WITH SHEET G4 & G4-1. FOR CONSTRUCTION
ORDER | DRAWN | CHKD ANENDMENT EXAM | APPD | DATE [Iss n
DIAGRAM - H-FRAME 57168] NL | HH |FC-SP30096252WO094DECON-SATELLITE | RC | IT | 23.03.23] 4 Gels tra
NOFTO SOME SATELLITE ACCESS NODE SITE 182703
NOOSAVILLE EXCHANGE & RT
F BAR CONNECTIONS DIAGRAMS
88 GOODCHAP STREET, NOOSAVILLE, QLD 4566
©elstra Corporation Limited ABN 33 054 775 556. All rights reserved noe Q757 { 68 | NO. a5
1 2 3 7 4 I 5 Cad fle Q757 168.409 A3
‘The copyright and ownership ofthis drawing is assigned to Telsta and must nat be copied or saved elsewhere without writen permission fom Telstra,
Page 13
A A
B B
COMPOUND FINISH COMPOUND FINISH
COMPACTED SELECT ole COMPACTED SELECT
BACKFILL SIs BACKFILL slz
B/S
c 50 FIBRE CONDUIT Cc
932 EARTH CONDUIT 950 FIBRE CONDUIT
@50 POWER CONDUIT
50 POWER CONDUIT 3
— a SAND sepoIne———E 8
SAND BEDDING er 100,
EARTH STRAP 300
(SCENARIO 3 ONLY)
D D
TRENCH DETAILS TRENCH DETAILS (NO EARTH CABLE)
SCALE 1:10 SCALE 1:10
E E
ORDER | DRAWN | CHKD AMENDMENT EXAM | APPD | DATE [Iss n
57168] NL | HH |Fc-SP30096252WO094DECON-SATELLITE | RC | IT | 23.03.23] 1 €elstr a
SATELLITE ACCESS NODE SITE 182703}
NOOSAVILLE EXCHANGE & RT
F TRENCH DETAILS
88 GOODCHAP STREET, NOOSAVILLE, QLD 4566
©elstra Corporation Limited ABN 33 054 775 556. All rights reserved noe Q757 { 68 | NO. G46
1 2 3 \Z 4 I 5 Cad file: 757 168.dwg A3
‘The copyright and ownership ofthis drawing is assigned to Telsta and must nat be copied or saved elsewhere without writen permission fom Telstra
Page 14
4 2 3 4 I 5
NOTES:
A 1. ALLLOW VOLTAGE AND ELECTRICAL INSTALLATION Nonoroeen wy ence A
SHALL BE IN ACCORDANCE WITH THESE SPECIFICATION, OXYERNAL WALL OF TELSTRA
TELSTRA CIVIL DESIGN MANUAL, TELSTRA EARTHING EXCHANGE BUILDING TOBE
MANUAL, ALL REFERENCED TELSTRA STANDARD INSTALLED BY TELEPOWER
DOCUMENTATION ALONG WITH ASINZS3000, AS/NZS3008, BY TELEPOWER
ASINZS3015, ASINZS3017, ASINZS1768, AS/ACIFSO08, =
RELEVANT STATE/TERRITORY SPECIFIC INSTALLATION PROPOSED 2C+E 10mm? MAINS, | |
RULES AND ALL OTHER RELEVANT AUSTRALIAN BY SAN TEAM APPROX CABLE RUN 27m
STANDARDS AS APPLICABLE TO PROPOSED WORKS.
2. ALLLOW VOLTAGE AC POWER WORKS SHALL BE
COMPLETED BYLICENSEDELECTRIIANIN, ISOLATOR INSIDE DISTRIBUTION SURGE PROTECTION DEVICE SIMILAR
ACCORDANCE WITH INSTALLATION RULES AND | 100A, 1PH, 240V, 12 POLE BOARD TO CLIPSAL 4AFRC225 IN AN EXTERNALLY
B RELEVANT SAFETY PRACTICES APPLICABLE TO SITE. | ON € B
DISTRIBUTION BOARD MOUNTED ENCLOSURE ON THE H-FRAME
3. ALLWORKS SHALL BE LIAISED AND COORDINATED WITH | 1p56 RATED. LOCKABLE. | ADJACENT TO DISTRIBUTION BOARD
RELEVANT PERSONNEL, SITE REPRESENTATIVES, | A00A,1PH |
LANDOWNER, SITE PROVIDER AND/OR POWER | ISOLATOR| posts sss 4
AUTHORITY AS APPLICABLE | |
4. ALLWORKS SHALL BE AS PER TELSTRA SPECIFICATIONS 32 |
AND APPROVED MOPS INCLUDING LABELLING. SPARE MCB.) —-SURGE PROTECTION DEVICE | | a
5. CONTRACTOR SHALL MAKE THEMSELVES AWARE OF ALL | [20a | 32a SPACES WITH FAIL INDICATION | |
SITE CONDITIONS AND SAFETY REQUIREMENTS PRIOR |, RCBO | RCBO | | |
TO COMMENCING ANY WORK ON SITE. | | | |
6. CONTRACTOR TO VALIDATE ALL APPROVALS AND | power jy POWER | | |
OUTAGES REQUIRED TO CONDUCT PROPOSED WORKS | outer Llouttet | \ \
c THIS INCLUDES BUT IS NOT LIMITED TO ANY DONOR poe TAL Jo poo --- 5 c
SITES AND/OR FAR END SITES WHICH MAY BE IMPACTED
DUE TO PROPOSED WORKS. POWER PLUG |
7. ALL CONTRACTORS WORKING ON TELSTRA FACILITIES (ausTraaNstanparg) =| i tsi‘ EL J
SHALL BE TELSTRA ACCREDITED AS PER TELSTRA | SATELLITE DISH
— PROTOCOLS J -—-— POWER CABLE ANTENNA
8. ALLLV CABLES SHALL BE INSTALLED IN CONDUITS. ANY | PDU/ (XCVR, HP BUC,
EXPOSED CONDUITS SHALL BE UV PROTECTED. | POWER SUPPLY LNB & FEED)
9. NO SEPARATE METERING IS REQUIRED FOR SAN MFR. AC POWER CABLE | LH | MER. DC MFR. DC
he UNLESS SPECIFIED AND DIRECTED BY i, BER | POWER CABLE POWER CABLE
10. NEUTRAL AND ELECTRICAL SAFETY EARTH FOR SAN IL __FQUIPMENT | MFR. DC
D INSTALLATION SHALL BE TAKEN FROM EXCHANGE | | MFR TU POWER CABLE |D
EXISTING MEN
CONDUIT W/ | | CABLES
FIBER | |
| | TTT TTT TT 7-77
mr | I | |
Lo _j | | 1
| | OAN CABINET | |
| | (CABLE MANAGEMENT HOODIAC UNIT | |
Lo NOT SHOWN FOR CLARITY) | |
bee EEE aa
FIBER INTERFACE —MFR. AC DATA CABLE ELECTRONICS
E (aT FRAME) ENCLOSURE E
AC POWER CONNECTION
NOT TO SCALE
FOR SITE SPECIFIC NOTES REFER TO SHEET SO FOR CONSTRUCTION
ORDER [DRAWN] CHKD AMENDMENT EXAM | APPO | DATE [ISS LH
57168| NL | HH |FC-SP30096252WOO94DECON-SATELLITE | RC | IT | 23.03.23] 4 €el stra
SATELLITE ACCESS NODE SITE 182703}
NOOSAVILLE EXCHANGE & RT
F AC POWER CONNECTION
88 GOODCHAP STREET, NOOSAVILLE, QLD 4566
DWG SHT
©felstra Corporation Limited ABN 33 051 775 556 Allrights reserved. NO, Q757 1 68 | NO. Ee
1 2 3 KZ 4 I 5 Cad file: Q757168.dwg A3
“The copyright and ownership ofthis crawing s assigned to Telstra and must nct be copiad or saved elsewhere without writen permission fam Testa
Page 15
4 2 3 4 I 5 6
A A
‘EQUIPMENT HANDLING Bl
a a a
B GDI15/16 | GD115/43 B
FILTER]FILTER
168 wae rps | RBS | RBS RACK | IDF
CABINET, WAVEGUIDE co 3206 | 3206 | 3206 GD/115/14 GD/115/12
SPD BOX WINDOW Ww > GD/115/19 case
al = GDI15/17 GDMN15/15 cates
5
GDIODI11 = a
VERTICAL CABLE TRAY ©
c RCGC|RCGC | RCGC Xf mare sen enone Ic
3:03 | 3:02 | 3:01 =e Ne eee
RCGC | RCGC [|| om
3:04 | 3:05
NN mvananmsson ines seomsesitns
-——] _ EATONEBE CABINET ON
| CONCRETE SLAB REFER
DWG H1 FOR ELECTRICAL REET
REQUIREMENTS REFER DETAIL
PWG EO SCALE 1:50 LAY woes LAY
D D
SCALE 1:150
LEGEND a
EXISTING EQUIPMENT
E PROPOSED EQUIPMENT E
| | RESERVED EQUIPMENT
Ha FOR CONSTRUCTION
So LIGHT SWITCH ORDER | DRAWN | CHKD AMENDMENT EXAM | APPD | DATE _|ISS elstra 7
57168 | NL | HH |FC-SP30096252WO094DECON-SATELLITE | RC | IT | 23.03.23] 1 €
NOTES: SATELLITE ACCESS NODE SITE 182703}
1. ALL DIMENSIONS ARE IN MILLIMETERS, OTHER DIMENSIONS IN BRACKETS NOOSAVILLE EXCHANGE & RT
F ARE IN BUILDING MODULES (BM). 1BM=40.64mm , / AC POWER CONNECTION
2, DRAWN AS A SECTIONAL ELEVATION TO SHOW ORIENTATION OF 'U-BARS’. 3. 88 GOODCHAP STREET, NOOSAVILLE, QLD 4566
3, DIMENSIONS SHOWN ARE FROM CENTRE LINE OF DRILLED HOLES. one sit ES
4. NO DIODE FITTED IN HOD. ‘©elstra Corporation Limited ABN 33.051 775 556. Allrights reserved NO. Q7571 68 | NO,
7 T 2 3 7 4 I 5 Cad fle: Q757 168.dwg A3
“The copyright and ownership ofthis crawing s assigned to Telstra and must nct be copiad or saved elsewhere without writen permission fam Testa
Page 16
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,
Page 17
4 2 3 4 I 5 6
A A
BACK PLATE TO SUPPORT
METER PANEL, DISTRIBUTION
BOARD AND FIBRE BOX, a
SHALL BE MINIMUM |
1500mm WIDE x 800mm HEIGHT
UNISTRUT STIFFENER TO BE a a
INSTALLED FROM AN OFF CUT LL
B FROM THE CABLE UNISTRUTS Ea B
H-FRAME INSTALLED IN |
ACCORDANCE WITH ~
MANUFACTURER SPECIFICATIONS LJ
2
3 1.
MIN 100 THICK COMPOUND FINISH g
Cc IC
FINISHED GRADE
PREPARE GROUND BELOW PLATFORM
FEET IN ACCORDANCE WITH SHEET T2
NOTES G3, G4 & G5
GROUND PREPARATION SHALL BE
D EQUIPMENT PLATFORM - H-FRAME DETAIL COMPLETED BLOW PLATFORM FEET TO H-FRAME FOUNDATION p
NTS SCALE: 1:20
BEARING CAPACITY
CLIENT EQUIPMENT KEYED NOTES:
FIBRE INTERFACE PANEL
E E
OAN CABINET W/ EXTERNAL AC UNIT
EQUIPMENT GROUND BAR
THIS SHEET TO BE READ IN CONJUNCTION WITH SHEET T2 FOR CONSTRUCTION
ELECTRICAL SITE EQUIPMENT KEYED NOTES: ORDER | DRAWN | CHKD AMENDMENT EXAM | APPD | DATE [ISS €elstra -
57168] NL | HH |Fc-SP30096252WOO94DECON-SATELLITE | RC | IT | 23.03.23] 1
1) 100A DISTRIBUTION BOARD WITH INTERNAL SURGE
PROTECTION DEVICE SATELLITE ACCESS NODE SITE 182703}
NOOSAVILLE EXCHANGE & RT
F EQUIPMENT PLATFORM - H-FRAME DETAIL FI
88 GOODCHAP STREET, NOOSAVILLE, QLD 4566
©elstra Corporation Limited ABN 33 054 75 556. All rights reserved noe Q757 { 68 | No. TH
1 2 3 7 4 I 5 Cad fle Q757 168.409 A3
The copyright and cumership of tis drawing assigned i Telstra and must not be copied or saved elsewhere without writen permission from Tals,
Page 18
A CLIENT EQUIPMENT KEYED NOTES: A
[ | | ELECTRONICS ENCLOSURE W/ SHROUD COVER
5
FOUNDATION CIRCULARITY MEASURED 12.5mm r ae
BELOW THE TOP SURFACE SHALL BE: |
MIN. 2-M12 4,6/S CHEMSET REO 615mm MAX
502 ANCHORS THROUGH HOLES éaomm MIN | [ | 78172 WELDED MESH
IN H FRAME BASEPLATE. ALLOW | V/ — CONTRACTOR
FOR 80x80x6 THICK WASHERS RECORD | ly | al SUPPLIED AND
(TYP) MIN. EMBED 110mm. MIN L_| . - INSTALLED EQUIPMENT
B EDGE DISTANCE 50mm. INSTALL mole ee Nene Ee SUPPORT/CONCRETE B
STRICTLY IN ACCORDANCE WITH 7 : E oi al REINFORCEMENT CAGE
5
MANUFACTURER SPECIFICATION e 3 4h MAX 150mm THICK
MAX 20mm HIGH STRENGTH NON © 2 e f
SHRINK GROUT UNDER eo E ale
BASEPLATE FINISHED GRADE BS ° E : |
400x400x300DP PAD FOOTINGS, SL72 WELDED MESH & < Tt:
3-N12 E.W BOTTOM BARS : 3 § avd:
COGGED AT ENDS 150mm. Re 50mm THICK : {4
MINIMUM COVER 75mm . * : aN
c - ‘ |\— concrete c
a A
ale Ne
CLIENT EQUIPMENT KEYED NOTES: e = 10mm UNDISTURBED SOIL OR
E\- PREPARED SUBGRADE
5
— OAN CABINET W/ EXTERNAL AC UNIT TOP VIEW ~
OAN EQUIPMENT CABINET PLATFORM EQUIPMENT PLATFORM DETAIL ELECTRONIC ENCLOSURE FOUNDATION SUPPORT DETAIL
NTS NTS
D D
E E
THIS SHEET TO BE READ IN CONJUNCTION WITH SHEET 12 FOR CONSTRUCTION
ORDER | DRAWN] CHKD ANENOMENT EXAM | APPD | DATE [ISS B
57168 | NL | HH |FC-SP30096252WO094DECON-SATELLITE | RC | IT | 23.03.23] 1 el. stra
SATELLITE ACCESS NODE SITE 182703}
NOOSAVILLE EXCHANGE & RT
F FOUNDATION DETAILS - CYCLONIC WIND ZONES |
88 GOODCHAP STREET, NOOSAVILLE, QLD 4566
©elstra Corporation Limited ABN 33 054 775 556. All rights reserved noe Q757 { 68 | No. Te
1 2 3 \Z 4 I 5 Cad file: 757 168.dwg A3
The copyright and cumership of tis drawing assigned io Telstra and must not be copied or saved elsewhere without writen permission from Tals,
Page 19
4 2 ]
3 4 I 5
DN 80 CORNER
END POST OUTER FRAME DN32 PIPE
A DN 50 LINE POST A
DN32 DN80 GATE POST
/ PIPE
K t Z af
Z
“ans
KS ee HANDHOLE |
SON
2.5 mm 50 PITCH KB LOCKING MECHANISM. INNER FRAME DN20
FENCE FABRIC WITH REFER NOTE 3 PIPE
BARBED TOP SELVEDGE
B 3 B
\— GALVANISED TENSION
> WIRE SUPPORT CABLE bN32 <
PIPE
EINSHED GRADE TINNED COPPER BRAID
Ct 4
| L (MIN, 35mm?)
TT: Ws RRR
S 1) PR S | ow
pak yb ay Yer dl |e COPPER EARTH CABLE
c XA i| we COMPOUND FINISH phy 5 RA | FITTED WITH LUGS c
XQ ew «WAS g RA
MA. We 25mm GAP BETWEEN COPPER EARTH iw 3 COMPOUND FINISH MA id
RN yp ee FABRIC AND GRAVEL Xe OOF | ;
ih FITTED WITH LUGS ha ry yd
- |4, > concrete FooTINe 4 ili 1) ____ ConcrETE FOOTING
—_ 9300
2300 4310 300
4
MAX. 3m CTS SPACINGS (1220 GATE OPENING)
D TYPICAL FENCE DETAILS GATE DETAILS D
SCALE 1:25 SCALE 1:25
NOTES:
1. POSTS TO BE SPACED 3m CTS MAX. SET IN CONCRETE HAVING A MIN. COMPRESSION STRENGTH
OF 20 MPa @ 28 DAYS. CROWN TO SHED WATER. FOOTING SIZE TO BE @300mm x 900mm DEEP MIN. |
OR AS REQUIRED BY LOCAL CODE AND DESIGN CONSIDERATIONS.
| 2. ALL MATERIALS TO BE GALVANISED AND COMPLY WITH CLASS 1 SECURITY QUALITY OF AS1725.1.
2 3. GATE SHALL HAVE LOCKING MECHANISM (PADLOCK ACCEPTED).
a SECTIONAL VIEW 4, FENCE AND GATE POST EARTH CONNECTION ARE TO BE TREATED WITH DENSO PASTE TAPE.
E ENLARGED SCALE
E S E
ao
REFER NOTE 4
eS FOR CONSTRUCTION
BRAD (MIN. S5rer2) ORDER [DRAWN] CHAD ANENOVENT pian [ape [ATE [Iss ‘elstra |
" 57168] NL | HH |FC-SP30096252WO094DECON-SATELLITE | RC | IT | 23.03.23] 1 €
35mm? GIY COPPER
CABLE FITTED SATELLITE ACCESS NODE SITE 182703}
WITH LUGS NOOSAVILLE EXCHANGE & RT
F FENCE & GATE DETAILS COMPOUND FENCE AND GATE DETAILS F
NOTTO SCALE 88 GOODCHAP STREET, NOOSAVILLE, QLD 4566
DWG SHT
©elstra Corporation Limited ABN 33 054 775 556. All rights reserved NO. Q757 1 68 | No. 78
1 I 2 3 7 4 I 5 Cad file: Q757168.dwg A3
The capi nd curr ol is avrg aged a Toe and must ol be copad saved abenbare who wien perio fon Tala