substation standard civil works footings - eess10074 · pdf fileergon energy substation...

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ERGON ENERGY SUBSTATION STANDARD

CIVIL WORKS - FOOTINGS

66kV CURRENT TRANSFORMER SUPPORT

PLANS, SECTIONS AND DETAILS

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66kV SURGE ARRESTOR SUPPORT


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66kV ISOLATOR/EARTH SWITCH SUPPORT


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66kV CAPACITOR VOLTAGE TRANSFORMER SUPPORT


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66kV CIRCUIT BREAKER SUPPORT


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66kV HIGH BUS AND POST INSULATOR SUPPORT


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66kV 15m STEEL LIGHTNING MAST STRUCTURE

PLAN, SECTION AND DETAILS

0A

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I 8/H30 HJl. GALV. THREADDED ......... BOLTS, 1000•• LONG r-- PROJECTION 125mm ~ EMBEDMENT 875mm ~ a 500 PCO. .......- PROVIDE 75x75><10 SQUARE

I 20 x 20 CHAMFER TO WASHER WITH NUT en EXPOSED CONCRETE EDGE EITHER SIDE TO BASE.

en NOTE: ~ 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 VNn9,S<VNn9,S<VN [)9,c k'l: S<' WnWre· JNn9,S< ASSUMED SAFE BEARING CAPACITY OF 100KPo.. ASSUMPTION TO BE PIER REINF.

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~ ~1.->.\Y/; ~\Y; CONFIRMED WITH A GEOTECHNICAL INVESTIGATION PRIOR TO CONSTRUCTION.

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"U" BARS LV - 500mm MIN.

I HV - 1200mm MIN. UNLESS OTHERWISE INDICATED

CONCRETE REINF. raJ TOP OF PIER. 0

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4. CONCRETE STRENGTH TO N32 MIN.

8/N20 VERTICAL BARS 5. 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

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H.D. BOLTS

- ~- ~·· . .;;,\ - ¢ 750 1. HOT DIP GALVANISE ALL BOLTS TO AS 1214-1983 AND BOLT CAGES TO

AS 4680-2006 - 8/H30 HJl. GALV. THREADDED

2. BOLT PROJECTIDN ABOVE FSL OF CONCRETE TO BE 125mm 1-

~ ~' "/ BOLTS. 1000mm LONG PROJECTION 125mm 3. BOLT THREADS TO BE COVERED WITH AN APPROVED TAPE BEFORE CAST HEAD SQUARE EMBEDMENT 875mm SECTION. PLACEMENT OF CONCRETE TO 1001111 BELOW GROUND

I a 500 PCD. .... , .. ! PROVIDE 75x75><10 SQUARE 4. SUPPLY EACH H.D. BOLT WITH 2 x NUTS & 2 x WASHERS GALVANISED I WASHER WITH NUT IN ACCORDANCE WITH AS 1214-1983

EITHER SIDE TO BASE. 8

FOOTING. I PLAN VIEW. I

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substation standard civil works footings - eess10074 · pdf fileergon energy substation...

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