H5 HOUSE POST

BOWMAC BRACKET

CONCRETE ENCAPSULATIMG FIXING

SCREW PILE

50

400

SCREW PILE CAP

H5 HOUSE POST

BOWMAC BRACKET

CONCRETE ENCAPSULATIMG FIXING

SCREW PILE

50

400

SCREW PILE CAP

SK011:1018.10.2017

DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

A

STANDARD POST FIXINGOPTIONS

01-

OUT GROUND CONCRETE ENCASED FOOTING

1:10 SECTION

02-

IN GROUND CONCRETE ENCASED FOOTING

1:10 SECTION

REINFORCING BY OTHERS

CAPPING PLATE

76 SERIES SCREW PILE

120

100

CONCRETE FOOTING BY OTHERS

SK021:10DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

A

CONCRETE GROUND SLABFIXING

18.10.2017

01-

STRIP FOOTING ENCASEMENT

1:10 SECTION

75

75

300

76 SERIES SCREW PILE350 GRADE STEEL76.1 DIA.

LATERAL SUPPORT FINS

TRENCH

400X 300D FOOTING WITH 5-HD16 BARS,R6 STIRRUPS @ 600 CRS

50

20 DIA. HOLE IN DUST CAP AND SCREW PILETO ALLOW HD16 TO PASS THROUGH

SK03DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

FIXING OF SCREW PILETO STRIP FOOTING

01-

CONNECTION TO FOOTING

1:10 SECTION

18.10.2017

1:10

A

SCREW PILE EXTENSION.CUT TO REQUIRED HEIGHT

BOWMAC BRACKET CONNECTEDTO STEEL CAP

STRUCTURE BY OTHERS

REID BRACING TO BE ATTACHEDBY OTHERS IF REQUIRED

250 x 12mm HELIX

GROUND ANCHOR.CHS PIPE 88.9 x 5.5 x 2000

DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

88.6 PILE WITH EXTENSION+ TIMBER CONNECTION

SK0418.10.2017

1:10

A

GROUND ANCHOR,CHS PIPE 88.9 x 5.5 x 2000

BOWMAC BRACKET CONNECTEDTO STEEL CAP

TIMBER POST AND STRUCTURE BY OTHERS

250 x 12mm HELIX

GROUND ANCHOR.CHS PIPE 88.9 x 5.5 x 2000

DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

88.6 PILE WITH POSTATTACHMENT AT GL

SK0518.10.2017

1:10

A

SLEEVE 500 x 101.3 x 4mm CHS

4 LATERAL FINS10 x 150 x 500

25 x D x 101.3 CHS

25 x D x 101.3 CHS

SCREW PILE EXTENSION.CUT TO REQUIRED HEIGHT

BOWMAC BRACKET CONNECTEDTO STEEL CAP

STRUCTURE BY OTHERS

REID BRACING TO BE ATTACHEDBY OTHERS IF REQUIRED

250 x 12mm HELIX

GROUND ANCHOR.CHS PIPE 88.9 x 5.5 x 2000

DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

88.6 PILE WITH LATERALSUPPORT FOR BRACE PILES A

18.10.17

1:10 SK06

350 x 12mm HELIX

CHS PIPE 88.9 x 5.5 x 2000

SLEEVE 500 x 101.3 x 4mm CHS

4 LATERAL FINS10 x 150 x 500

BASIC PLATE - TO BE ADVISED BY CLIENT.BOLTED TO SCREW PILE PLATE

LIGHT POLE

PLATE WELDED TO SCREW PILE

25 x D x 101.3 CHS

25 x D x 101.3 CHS

CABLE ENTRY

DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

A

18.10.2018

1:10 SK07LIGHT POLE INSTALLATION

88.9 x 5.5 SCREW PILE INSTALLEDTO REQUIRED DEPTH

PILE CAP75

450

1000

350 x 12mm HELIX

DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

C

07.08.2018

1:20 SK0888.9 PILE VERTICAL LOAD

01-

VERTICAL LOAD ONLY

1:2O SECTION

(RECESSED 1000MM)

02-

ISOMETRIC

NTS

88.9 x 5.5 SCREW PILEINSTALLED TO REQUIRED DEPTH

D12/D16 REO BARS GROUTEDINTO TOP OF PILE.TO ENGINEERS SPECIFICATION

75

450

1000

525

75

350 x 12mm HELIX

DETAILS FOR INFORMATION ONLY. SUBJECT TOENGINEERS APPROVAL ON A JOB BY JOB BASIS.

NOT FOR CONSTRUCTION.

TYPICAL DETAILS

B

07.07.2018

1:20 SK0988.9 PILE VERTICAL LOAD

01-

VERTICAL LOAD WITH UPLIFT

1:20 SECTION

(RECESSED 1M) WITH UPLIFT