HARD COPY UNCONTROLLED Ergon Energy Corporation Ltd ABN

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Clifford Jefferson
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1 CONSTRUCTION DWG No.CONSTRUCTION DWG No. Bollard Construction Codes CB - - S CB - - S CB - - U CB - - U CB - - 2S CB - - 2S 00kN Stayed Bollard - Material List 00kN Stayed Bollard - Construction 00kN Unstayed Bollard - Material List 00kN Unstayed Bollard - Construction 200kN Stayed Bollard - Material List 200kN Stayed Bollard - Construction K STOLZ INDEX DRAWING NUMBER: B

2 LENGTH BOLLARD POLES TYPE C S W Concrete Steel (future) Wood (Future) m 2m 4m 6m BOLLARD CAPACITY 00kN Bollard 2 200kN Bollard C B 2 S N POLE TYPE STAYED S Stayed SOIL TYPE N Normal soil B Bollard U Unstayed B Black soil : Small world object type: Pole K STOLZ CONSTRUCTION CODE GUIDE DRAWING NUMBER: B

3 ASSY 080- CB0SN CB2SN Reverse back to back stay brackets 50-0m x stayed bollard concrete pole m x stayed bollard concrete pole m x stayed bollard concrete pole m x stayed bollard concrete pole CB4SNH CB6SN 00kN STAYED BOLLARD DRAWING NUMBER: K STOLZ 0C 5 3-

4 R Assy 080- Assy 080- Refer Pole Stay Construction Folder Overall H R bollard Attachment Tip rake length (m) height (m) mm) Assy Selection Twin Aerial Stay Arrangement H to 4 Strength limit state tip capacity determined by number of ground stays STAYED BOLLARD G.L. Over size hole required For biscuit if bored vertically :8 cement stabilisied backfill and compacted in 200mm layers Construction Code CB0SN Notes.Foundation design for cohesive soils with shear strengths of 00kPa or greater 200 Stayed Bollard Tip of C6S0L / C6RSDI30kN Pole CB2SN CB4SN CB6SN K STOLZ 00kN STAYED BOLLARD CONSTRUCTION DRAWING NUMBER: C

5 ASSY Stay brackets & backing plate (700) Stay brackets & backing plate (650) Stay brackets & backing plate (600) 5-0m x unstayed bollard concrete pole 5-2 2m x unstayed bollard concrete pole 5-3 4m x unstayed bollard concrete pole 5-4 6m x unstayed bollard concrete pole CB0UN CB2UN CB4UN CB6UN 00kN UNSTAYED BOLLARD DRAWING NUMBER: K STOLZ 0C 5 4-

6 Assy Selection R to 8 Fill tip with concrete to depth of 300mm in lieu of pole cap Assy Selection 5- to 4 Twin Aerial Stay Arrangement Overall bollard length L (m) T Tip (mm) R2 Tip rake (mm) G.L D Over size hole required if bored vertically Refer :8 cement stabilisied backfill and compacted in 200mm layers Construction Code CB0UN 200 CB2UN Unstayed Bollard Base of 80kN Pole CB4UN CB6UN A JOHNSTON 00kN UNSTAYED BOLLARD CONSTRUCTION DRAWING NUMBER: C

7 ASSY 080- CB02SN CB22SN Reverse back to back stay brackets 50-0m x stayed bollard concrete pole m x stayed bollard concrete pole m x stayed bollard concrete pole m x stayed bollard concrete pole CB42SN CB62SN 200kN STAYED BOLLARD DRAWING NUMBER: K STOLZ 0A 5 5-

8 R Assy 080- Attachment to wing plates of stay bracket Assy 080- Refer Pole Stay Construction Folder Overall H R bollard Attachment Tip rake length (m) height (m) mm) Assy Selection Twin Aerial Stay Arrangement H to 4 Strength limit state tip capacity determined by number of ground stays STAYED BOLLARD G.L. Over size hole required For biscuit if bored vertically :8 cement stabilisied backfill and compacted in 200mm layers Construction Code CB02SN Notes.Foundation design for cohesive soils with shear strengths of 00kPa or greater 200 Stayed Bollard Tip of C6S0L / C6RSDI30kN Pole CB22SN CB42SN CB62SN K STOLZ 200kN STAYED BOLLARD CONSTRUCTION DRAWING NUMBER: A

Intermediate Angle, 0-25, Drilling detail. Angle 26-50, Baulk Plates, Pole Details. Termination Poles, ABC Details

Part 7 LVABC Overhead Drawing Register Number A1 A2 A3 A4 A5 A6 A8 A9 Description Intermediate Angle, 0-25, Drilling detail Angle 26-50, Baulk Plates, Pole Details Termination Poles, ABC Details Inline