substation standard civil works - footings · pdf filedesign wind loads ;:.i ... ergon energy...
TRANSCRIPT
UNCONTROLLED COPY
REFERENCE DRAWINGS
1
F
E
D
32 4
C
B
1
A
32 4
5
REVISION CONTROL
76
594 x 420
8
A2
F
E
D
5 76
C
B
8
A
ACAD
ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - FOOTINGS
132kV CURRENT TRANSFORMER SUPPORT
PLANS, SECTIONS AND DETAILS
0B
I I I
I_ _I , .. 1 I I , ..
llj_ tl -----mtl ___ _ ~--ll.~ .•• l l __ _
--+--- _ __ __ Ell ~----- --1 iT4I-----I
• 1·. i : 1'---------tt--,~ :1: QILV,
l I l
I I
I I
I I
I ,_ I
<'---~f-
I
I lili
I I
I
n I I I I
SOII.E 1:10
..IIDii £NIIIING ~ F\U HEI:IIT OF' F001IC.
-
-
-
-=>
-
DESIGN WIND LOADS 111/CCOIIWIE wmt: IQ11~ a a • Cla.CIIC AEIDI: AEIDI C • 1EIIIMI CA1BICRI': CA1BICRI' 2 • SHElDING Mll.li'IJER: Ill 1.0 • 'lli'OGIW'IICI. IILl1FlD Ill 1.0 • II'OIITNICE LML LML 4
lb.., _, ~ ERG 0 N EN E R GT ~-::="-.--''_F_;,-AS..;,;,.;;..,;BU..;,;;,ILT---r.:'=------1 ~-G1 - WIIII1'11WISRRIJI UPIII1'- SIEEl.MIII RLAWRENCE 14/11!0011 ~ CORPORATION LTD ABN 50 087 848 0B2 =- =t ~~}WRM~~ ~~~~----~_,~-----==---~~~~~~~~~~~~~~~--~~----------~~----~-~-~~
____, ::: 24m::, EESS-1 0076-01
K ELKINS 24m/2012
Scsl8 AS SHOWN ~
I I I
u EESS-1 0076-01-()B.DWG
I
1 l J I 1 f ~
i Cl)
UNCONTROLLED COPY
REFERENCE DRAWINGS
1
F
E
D
32 4
C
B
1
A
32 4
5
REVISION CONTROL
76
594 x 420
8
A2
F
E
D
5 76
C
B
8
A
ACAD
ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - FOOTINGS
132kV SURGE ARRESTOR SUPPORT
PLANS, SECTIONS AND DETAILS
0B
N c::::)
I (0 ....._ c::::) c::::) ~
I en en w UJ
I I
fi\ I_ w J
I ODD I I IODO
I
I I ,-----------flf--GIIJUIIG NIJ IM5[ PlAnS
·+--------EJIJ-----~ + : + ·----- ~~--If +-Lt- ER
• I • I • 1'------------tlf---4-11211 U/5 GII.Y. • I • BOlJS. nfl~
t I 1 I
I I
I I
I I
~
£ I Tl
:r:: + :r:: + --L --t-__j__
--t__j__ -;---+-~~
n I I I
l ~----.---
--+-
1 1
£ I Tl
:r:: + :r:: + > --L --t-
> __)__ -;-
> __)__ -;-
> ~*
.. ~ .. ~ ....
,• · . .
PLAN VIEW. DETAIL '1'. SCM£ 1:10
IIIIIi £MIItiG REaSS FW. lElGHT OF FIIIJIK.
-
SET ()(IT L.IIE I +----------- -------------+---------- 1-t-1 /1~1"-.
t-- I -
<'----~1--
I / [ I ~
~! ~ =tbJ 5111 IDilUP NIJ BDmll. t:\1 L__----tt--(SI aJ't'EIIlYP.) ~ 32ml'a CDCIEIE. IUER 'RI
NCJIES Fill FIIISifS
~~ '
1
I I I
i i i
/~"'\.. __ !~! t--- ~-fl-1---· -ED' A\. \::.J I I I ;::zr I
FOOTING. PLAN VIEW.
I - REFER SIIE SPEIK GEJDil MIWIIIIIIT PUH Fill SIIIF1CE lMLS
- ER DBIJI1S FMIIIIC RB:ESS. AEFEII lml. 01&.
DE 1:20 SRliiE sun:IIIG. (I'll') ------,
4/ltJIJ U/5 GII.Y. IIIIKI.n T1Rm 150mm -----------, PIDB:IIOII 12&nm EIIIIIIIO' 400mm IlK COGCEII 150mm SIJIPI.Y 2 11m .t 2 IILHRS 'RI 001 lilT
stnQt YNII SIOIIE-----,
!URX. (I'll') I - r-
q_
I
,------------- IBD Ill. Filii SUS OF Ill llll.'JS 1DflEIIEA 11TH 40 I I FW 1!1111 e 2IXI CIIS 'BIDU
,-----------4-11111 U/S IMI.V. lllJS.
,---- 20 I 20 CIWfER Ill. EXI'OSEII EIXIS (I'll')
~I It I l,i II II
~ 1=!=£ ~ I
8 [---.... t----
'bJn\.),Cd't : -· -~- : 5~®A ~-~-- - - l5N19:(
~~~~ : ==:== : ~~~& ~~'* I----: :: ------- ---- __ ,_:_r _________ I ___ :::: ----J ~
DESIGN WIND LOADS
__ .:~-- ... --~-------------- - ---------- -~----=--- ,'0:,,~ ;:.I .... _,... ___ _..._ .. _.., ___ .,._..,~--"'-..--1----""=='"'---"'-'"'---"'-.._ _ _...r..:;l lo- DR1H IEESS (SIIJIN Dlo!HD) lili 14 IODilMCE 11TH: 151170.2:21X12 a BCA
• ClruliiC lmON: REGION C • TERillol4 ~ CWlCJI\' 2 __l____L ____ b!-...-~..,............l~~~..........rl ~~~~-t-----~-INfiMI REJfiR:III; OOiER
~ 5111 IESII. 50mm OOiER __________ _j
2IXI urn VISIIm ________ __J lUP,IIOTIIIIIMl SID • SltEllliJIG Mll.liPLER: M1 1.0 • 1li'OOIW'IIrl.l IIWFlD Ill 1.0
IEIIINE
SECTION A-A. stM.E: 1:20
I
'------ Nil 't llltR atMI5 • aao CBIIIES (laiMJ Jim IIEII:IQHD IIM:ICFll ~ • II5ISRII)
I
• IIFIIf!MCE 1.£\R 1.£\R 4
SECTION B-B. 0.4 0 ~
lh., 00111 ~ ERGON ENERGY lh"*'rrStlrb F-ASBUILT EESS-10077-G2-SUIGEIIRSIIIUIA'IIII' - SIEBIDII RLAWRENCE 1411112011 ~ CORPORATION LTD ABN 500878480B2 =- I~ ~~-SUIGE~~- ~~~~------~00111~----~~----~~~~~~~~~~~~~~~~-+~~----------~~~----~~-.m--~
::::
24m::, EESS-10076-02 K ELKINS 24.W/2012
1- ASSHOWN --I I
u EESS.1 0076-02-0B.DWG
I
-
1 l J I 1 f ~
I fi (j)
UNCONTROLLED COPY
REFERENCE DRAWINGS
1
F
E
D
32 4
C
B
1
A
32 4
5
REVISION CONTROL
76
594 x 420
8
A2
F
E
D
5 76
C
B
8
A
ACAD
ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - FOOTINGS
132kV ISOLATOR SUPPORT
PLANS, SECTIONS AND DETAILS
0B
('I') C)
I (0 ....._ C) C) ~
I en en w UJ
t--
<'----~1--
t--
t--
I
I
I
I I I
1. SII'FI.Y 1: lAY IDGEIE IN HXOIIWICE IIIII AS3100-2001. 2. SII'FI.Y 1: lAY 'NOIR lliRRIII IN HXOIIWICE IIIII AS2870-Ull&
10 CCifiUUlUSLY lNDIAY 11£ FlJOTIG. 3. 4. 5. 6.
7. a. II. 10
FOOJIIGS 10 BE CASI' II1ID/I' CCHIIIIJCIDI .oNTS UNIBS OIIIEAIISE toemD. cotCIIEIE STRaCIII 1D l2Jnl'l IIIN. CHIIIIIFER Ill!. Elii'05ED EDGES 20 x 2bnm. CON:REIE ~ IN IICCXIRIWI:E IIIH A.11110-2010, Elii'05ED OOMCREJE SUI'/aS 10 BE aA55 J, lRUE 1: FIE Of' llEII5IES 1: IIIPERfECIQfS. Elii'05ED CON:REIE 5111'/aS 10 BE ttiiED IN HXOIIWICE IIIII ASM00-2001. SII'FI.Y 1: lAY REN1lRCEMENr IN HXOIIWICE IIIII AS3100-2001. WIINTAIN liOmm IDGEIE COt'ER 10 RENDRCEIENI'. WIINTAIN liOmm alNCRE1E COt'ER 10 RENilRCEIENI' AT PlnEI:IDI Of' CONDUII' N»tE F5l Of CCN:RElE
1 1. IIE5II SIJIPOIIIEII 11'1' 1112rnm 't CJI 'C' SIW'ED UGS OR AI'I'IIIMD OIAIIS • IOOmm IN. CIIS.
12. PIIIMlE UGifT IRXII FN5II 10 liP Of F'OCJIIGS. ILD 111..15. 1. HOT Dl' IW.'MISE Ill!. BOI.1S 10 15 1114-1983 Nl) IICU CHIS 10
AS4IIIIO-2001. 2. llli.T PlnEI:IDI N»tE F5l Of CIN:REIE 10 BE 12!inm. 3. llli.T 1IR'ADS 1D BE CCMJD IIIH liN lf'PIIMD TAPE BEFORE Pl/oCEIDI' Of'
CCN:RElE TAPE 10 BE IDCMD 1: t«<lS FTrnD lfTER Wllll.
~.~·~:.-: .-:·._:.· fir ·::: .... f -- ·.
n
I
II
51111. ··l ·:·. 51111.
I -r-
PLAN VIEW. DETAIL '1'. 111m fiRIIING IIEtESS Fill lmiT Of' Fll01IC. 5CM.E 1:10
.IIDE: - lifER 5II'E 5PEI:FI: c:BIJW.
MIWGIIIIT PINI Fill SIIFM:E IEIU5
- ER DEICIIE5 EMIItfC !laSS. lifER IETM. ao.
Slllt:ll \'MD 5RJIIE ----------, !iiiFDG. (nP)
- 20 X 20 CIWftlllllJ.
II
I
I I
I I I DESIGN WIND LOADS IN M:CORDIN:E IIIII: AS1170.2:2DIZ 1: ED
o C'ICI.Ohl: REG01: RE1D1 C o lERiliiN OOEDOIIY': CA1BlOIIY 1 Ellii'ID1: FIW6 1: FUOliNGS o SIIIEI.IJIG IU.1I'I..ER: lit 1.0 o TOPOI.'IW'IDI. III.TIUR II 1.0
1115 lllllllltG 11115 liEN IISIGIIED Fill M POEt 5ll.IIIDIS T'IPE 14111N 12D 'IIIEICHT m11S4381.1-1a
Fill s 1: 5II'E a.eKA1DIS ~ IN Aa:CIDIIa IIIII AS287II.
~A ....... ~~ ~ ~ o IIPOIII'IINCE LML LML 4
,----------HI20 4.J/S GM.V. ~l'IP.
,--------IRUIIG Mil 8&: PIRES SIIMN Rll QNIIY.
G)__;( T I V~ i I lo---20 X 20 IMfER Ml. i . tl]' T ' EliPOSEII EDGES (nP) I
-- = ~~ 1----- r---------------1--------- -- ---- -1
----- r---------1 ;"""'~ u1 IIlii v 8 aJI11II. I ~r=~ ! I I ) ~ca.al'IP) I I 1\ I I l rl = :::-Rll FIISIIS. I \ y I
1 \-ij I \ 7 I ""' I SET (1(/T {./IE "'-::: !
-----t------~---------- t----------------- t------~----' II ~ II I' ' I 41\118 X 1000 l..llND
I I I ..... I I '1111110 INS I I I I 150 P't'C CXJIOIT ~ I I i i ~~ {RJP
I I i L~ ~ ~ I I I I I 1: IIITRIIJ I i ~ I ( IA'tOUT FQHOQQDI ~ I I I I
~drhl ~ : i I~-- ~~------~~------------ -~-:-~~-~~~ --~~~l - -iW I ~:: - _ _ _ _ __ J --, I ~- -- -r·l.-
1 lm • • II I 1 I 1 B
-
-
-
1 'I ---4 I ! II I I I I I ! I I I I - -=>
• I .til 111111 I
• IIIII
FOOTING. PLAN VIEW.
I I
111111
I • I
El
• • •
4 -
EliPOSEII EDGES (nP)
£Mill 111m (si«JJIIIII'IHD) INfrMI REifiiDIG aMR
I! is i tt
I
~~13: <:«~$ :
I
l!r-r;=.g ,h! ~stj! =±==:;) t ----------------- ~~J ---- ~ ~ i~~;:«~~i~~~~, l£..~·F5l'!?L,. __ :~-- - <.<_~~« I--nr + -·----
______ T -=---------------= I I=--- li I ... ;_;_,e_ ----~-----
SECTION A-A. DE: 1:20
I
!
I I
~
I I
I
1 :II I / I /
/ / /
- ---~~-~-~;::/S=l~.C:::::1 J;...:I=O;.:..:N:.........::B~-...::B=· \L_~--- -
ibOfl ORI RLAWRENCE 14/11/2011 ~ ORI FBURKE 24111/2011 Appmllllll ORI KELKINS 24.W/2012
- Rlq. App/0111111 ORI
I
u EESS·1 0076-03-0BoDWG I
SCALE OF METRES 1:20
ERGON ENERGY CORPORATION LTD
I
I
ABN 50 01!7 848 082
tnllllvSWU. F ·AS BUILT
EESS-1 0076-03 Scal8 AS SHOWN --I
UNCONTROLLED COPY
REFERENCE DRAWINGS
1
F
E
D
32 4
C
B
1
A
32 4
5
REVISION CONTROL
76
594 x 420
8
A2
F
E
D
5 76
C
B
8
A
ACAD
ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - FOOTINGS
132kV CAPACITOR VOLTAGE TRANSFORMER SUPPORT
PLANS, SECTIONS AND DETAILS
0B
= =
==
ORIG
INAL
DOC
UMEN
TATI
ONTA
KEN
FROM
SHE
ET10
1680
7-04
.OR
IGIN
AL C
ERTI
FICA
TION
ISSU
ED F
OR S
HEET
10
1680
7-04
.
R.LA
WRE
NCE
17-1
1-20
11
REFE
RENC
E NU
MBER
SAN
D IN
FO A
MMEN
DED.
UNCONTROLLED COPY
REFERENCE DRAWINGS
1
F
E
D
32 4
C
B
1
A
32 4
5
REVISION CONTROL
76
594 x 420
8
A2
F
E
D
5 76
C
B
8
A
ACAD
ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - FOOTINGS
132kV CIRCUIT BREAKER SUPPORT
PLANS, SECTIONS AND DETAILS
0B-01
= =
==
ORIG
INAL
DOC
UMEN
TATI
ONTA
KEN
FROM
SHE
ET10
1680
7-05
.OR
IGIN
AL C
ERTI
FICA
TION
ISSU
ED F
OR S
HEET
10
1680
7-05
.
R.LA
WRE
NCE
05-0
6-20
12
H.D.
BOL
TS C
HANG
EFR
OM M
24 T
O M3
0.DU
E TO
NEW
CONT
RACT
.CH
ANGE
S CL
OUDE
D.
R.LA
WRE
NCE
05-0
6-20
12
MINO
R DR
AFTI
NGAM
MEND
MENT
S.AU
STRA
LIAN
STA
NDAR
DS
REFE
RENC
ES A
MMEN
DED.
UNCONTROLLED COPY
REFERENCE DRAWINGS
1
F
E
D
32 4
C
B
1
A
32 4
5
REVISION CONTROL
76
594 x 420
8
A2
F
E
D
5 76
C
B
8
A
ACAD
ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - FOOTINGS
132kV 3200mm POST INSULATOR SUPPORT
PLANS, SECTIONS AND DETAILS
0B
= =
==
ORIG
INAL
DOC
UMEN
TATI
ONTA
KEN
FROM
SHE
ET10
1680
7-06
.OR
IGIN
AL C
ERTI
FICA
TION
ISSU
ED F
OR S
HEET
10
1680
7-06
.
R.LA
WRE
NCE
17-1
1-20
11
REFE
RENC
E NU
MBER
SAN
D IN
FO A
MMEN
DED.
UNCONTROLLED COPY
REFERENCE DRAWINGS
1
F
E
D
32 4
C
B
1
A
32 4
5
REVISION CONTROL
76
594 x 420
8
A2
F
E
D
5 76
C
B
8
A
ACAD
ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - FOOTINGS
132kV 5000mm POST INSULATOR SUPPORT
PLANS, SECTIONS AND DETAILS
0B
= =
==
ORIG
INAL
DOC
UMEN
TATI
ONTA
KEN
FROM
SHE
ET10
1680
7-07
.OR
IGIN
AL C
ERTI
FICA
TION
ISSU
ED F
OR S
HEET
10
1680
7-07
.
R.LA
WRE
NCE
17-1
1-20
11
REFE
RENC
E NU
MBER
SAN
D IN
FO A
MMEN
DED.
UNCONTROLLED COPY
REFERENCE DRAWINGS REVISION CONTROL
C
1 2 3 4 5 6 7
F
E
D
B
A
1 2 3 4 5 6 7 8
A
B
C
D
E
F
8
594 x 420
A2
ERGON ENERGY SUBSTATION STANDARD
CIVIL WORKS - FOOTINGS
132kV 15m STEEL LIGHTNING MAST STRUCTURE
PLANS, SECTIONS AND DETAILS
0A
I n I I I I I I I I
co cp tO r- 8/H30 H.D. GALV. THREADDED c::::> BOLTS, 1000mm LONG
c::::> PROJECTION 125m• EMBEDMENT 875m• ...-- a SOO PCO. I 20 x 20 CHAMFER TO
en EXPOSED CONCRETE EDGE PROVIDE 7Sx75x10 SQUARE WASHER WITH NUT en NOTE: ffiHER SWE TO BASE.
w. REFER SITE SPECIFIC CONSTRUCTION NOTES GENERAL ARRANGEMENT PLAN 1-FOR SURFACE LEVELS. gi!i - 100•m CRUSHED ROCK 1. READ DRAWING IN CONJUNCTION WITH SPECIFIC CIVIL WORKS SPECIFICATION,
I ~ STANDARD SPECIFICATION FOR CONCRETE AND STANDARD SPECIFICATION
~.: I , FOR EXCAVATION. ~
4/N20 "U" BARS
"" .mt 2. FOOTING HAS BEEN DESIGNED FOR FOUNDING MATERIAL TO HAVE AN LAP WITH VERTICAL "ONn9,S<"ONn9,S<"ON [)9,c k'"t S<" WnWre· JNn9,S< ASSUMED SAFE BEARING CAPACITY OF 100KPo.. ASSUMPTION TO BE PIER REINF.
~v/.->.v//:\IY; ~
~ ~1.->.\Y/; ~\Y; CONFIRMED WITH A GEOTECHNICAL INVESTIGATION PRIOR TO CONSTRUCTION.
I 4 ~
0 0
m I\ 0 ~ ~-= CONDUITS / j...['
::? ro
7-0 I .;;_ 1. ALL CONDUITS TO BE (CLASS H.D.J ORANGE PVC ELECTRICAL IN -1.;: ~-~-~
ACCORDANCE WITH AS2053.1-2001
I 1 - 2. ALL CONDUITS TO BE FITTED WITH ONE (1) Bmm DIAMETER SYNTHETIC - -+- DRAW ROPE
\~ [; 1-
1/>100 90' BEND PVC CONDUIT 3. ALL CONDUITS TO BE SEALED/FITTED WITH CAPS BEFORE CONCRETE POUR -
"-- / ~REFER GENERAL ARRANGEMENT f- 4. ALL CONDUITS TO HAVE SOmm MIN. PROJECTION ABOVE FSL OF CONCRETE 1-FOR ORIENTATION & LAYOUT 5. ALL RADIUS BENDS CENTRELINE RADIUS TO BE:
"U" BARS LV - 500mm MIN.
I HV - 1200mm MIN. UNLESS OTHERWISE INDICATED
CONCRETE REINF. raJ TOP OF PIER. 0
0 1. SUPPLY & LAY CONCRETE IN ACCORDANCE WITH AS 3600-2001 ~
PLAN VIEW. 2. ALL FOUNDATIONS TO BE CAST AGAINST PARENT MATERIAL u.N.O. .... , .. 3 • FOUNDATIONS TO BE CAST WITHOUT CONSTRUCTION JOINTS UNLESS OTHERWISE INDICATED
4. CONCRETE STRENGTH TO N32 MIN.
8/N20 VERTICAL BARS s. ARISS ALL EXPOSED EDGES 20 x 20mm :::) - EQUALLY SPACED. 6. CONCRETE FORMWORK IN ACCORDANCE WITH AS 3610-1995, EXPOSED 1-
CONCRETE SURFACES TO BE CLASS 3, TRUE & FREE OF BLEMISHES & IMPERFECTIONS
l 7. EXPOSED CONCRETE SURFACES TO BE CURED IN ACCORDANCE WITH
R10 TIES a 250 CRS AS 3600-2001
500 MAINTAIN 75 COVER 8. SUPPLY & LAY REINFORCEMENT IN ACCORDANCE WITH AS 3600-2001
I 9. MAINTAIN 75mm CONCRETE COVER TO REINFORCEMENT
~ ~ ~ 10. MAINTAIN 50mm CONCRETE COVER TO REINFORCEMENT AT
PROJECTION OF CONDUIT ABOVE FSL OF CONCRETE
(,~~ I I
H.D. BOLTS
- ~- ~·· . .;;,\ - ¢ 750 1. HOT DIP GALVANISE ALL BDL TS TO AS 1214-1983 AND BOLT CAGES TO
AS 4680-2006 -
8/H30 H.D. GALV. THREADDED 2. BOLT PROJECTION ABOVE FSL OF CONCRETE TO BE 125mm 1-
~ ~' "/ BOLTS, 1000•• LONG 3. BOLT THREADS TO BE COVERED WITH AN APPROVED TAPE BEFORE CAST HEAD SQUARE PROJECTION 125mm SECTION. PLACEMENT OF CONCRETE TO 1001111 BELOW GROUND
I EMBEDMENT 875mm .... , .. ! a 500 PCD. 4. SUPPLY EACH H.D. BOLT WITH 2 x NUTS & 2 x WASHERS GALVANISED I PRDVWE 75x75x10 SQUARE IN ACCORDANCE WITH AS 1214-1983 WASHER WITH NUT EITHER SIDE TO BASE. 8
FOOTING. I PLAN VIEW. I
l .... , .. STRUCTURAL DETAILS AS CERTIFIED I I a !Ill
r-1 - • CYWltiC IEIDt IB\IIW c Ttl5 llliMil 111\S IEEN IESIGIED • 1ERIWN CA1BXRt: CATBXRr 2 I ASHLEY MOLLER 09-Q3~2012 RIR ._ All ISF PilE" • stElDifG III.TFLER: UoU ................................................................ -= ...... • llll'<lGRII'1IC ll.liF1EI ... ~ i RIR S 1: SIIE WSSIICAJIIN5
moiler consulting p/1 dote It taXIRIM:E IIIH AS281ll. , IW'CRJ'MCE ID'El lMI. 4 i l I
~
~ ERG ON ENERGY -- F -AS BUILT • ~~~
"'~ ""' ' EESS-10077-oB - 132kV LIGHTNING HAST RLAWRENCE 610012012 CORPORATION LTD =- I~ • ' ABN 50 087 648 082 ' STEEL WORK DETAILS. """""" - i .. _
~~~ R HICKS 1610312012 EESS-1 0076- 08 I - - I KELKINS 2910312012 <( Bus. RJJq. Apptp'lfld - IScBIB AS SHOWN =.. a
~
I I I I I I I
I u EESS-10076-{1-.DWG I _,._,.....,,.,Ail-~ml~
----~~-