substation standard civil works - footings · pdf filedesign wind loads ;:.i ... ergon energy...

8
UNCONTROLLED COPY REFERENCE DRAWINGS 1 F E D 3 2 4 C B 1 A 3 2 4 5 REVISION CONTROL 7 6 594 x 420 8 A2 F E D 5 7 6 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 ___ _ .•• l l __ _ --+--- _ __ __ Ell iT4I--- -- I 1·. i : :1: QILV, l I l I I I I I I I ,_ I 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: 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 WIIII1'11WISRRIJI UPIII1'- SIEEl.MIII RLAWRENCE 1 4/11!0011 CORPORATION LTD ABN 50 087 848 0B2 =- =t ____, :: : 24 m::, 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)

Upload: vankiet

Post on 07-Mar-2018

232 views

Category:

Documents


4 download

TRANSCRIPT

Page 1: Substation Standard Civil Works - Footings · PDF filedesign wind loads ;:.i ... ergon energy substation standard civil works - footings 132kv 15m steel lightning mast structure plans,

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)

Page 2: Substation Standard Civil Works - Footings · PDF filedesign wind loads ;:.i ... ergon energy substation standard civil works - footings 132kv 15m steel lightning mast structure plans,

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)

Page 3: Substation Standard Civil Works - Footings · PDF filedesign wind loads ;:.i ... ergon energy substation standard civil works - footings 132kv 15m steel lightning mast structure plans,

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

Page 4: Substation Standard Civil Works - Footings · PDF filedesign wind loads ;:.i ... ergon energy substation standard civil works - footings 132kv 15m steel lightning mast structure plans,

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.

Page 5: Substation Standard Civil Works - Footings · PDF filedesign wind loads ;:.i ... ergon energy substation standard civil works - footings 132kv 15m steel lightning mast structure plans,

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.

Page 6: Substation Standard Civil Works - Footings · PDF filedesign wind loads ;:.i ... ergon energy substation standard civil works - footings 132kv 15m steel lightning mast structure plans,

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.

Page 7: Substation Standard Civil Works - Footings · PDF filedesign wind loads ;:.i ... ergon energy substation standard civil works - footings 132kv 15m steel lightning mast structure plans,

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.

Page 8: Substation Standard Civil Works - Footings · PDF filedesign wind loads ;:.i ... ergon energy substation standard civil works - footings 132kv 15m steel lightning mast structure plans,

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~

----~~-