SECTION B – CENTRAL POWERS
1. Shall be galvanized steel. No wood poles. 2. For span wire installations, pole strength shall be designed for 3% sag and pole height shall be designed for 5% sag. 3. Strain poles shall be a minimum size of Design 5 and of the anchor base type. 4. Location of the supports shall be as per the Traffic Engineering Manual. 5. ................
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