High mast lighting

STANDARD POLE DESIGN NOTES Poles are designed for 6 mil galvanization thickness. 5. 24" shaft projection on the high side. Foundation applies only to slopes of 1:4 or flatter. Provide a minimum 4. other purposes may be used to confirm the assumed soil properties. foundations. Furthermore, borings in the area that were performed for relatively uniform sites, a single boring or sounding may cover several be utilized as needed to verify the assumed soil properties, and at analysis be required. Auger borings, SPT borings or CPT soundings may specific site location to be of lesser strength properties should an Only in cases where the Designer considers the soil types at the = 50 pcf (assumed saturated) Unit Weight = 30 Degrees (30°) Friction Angle = Cohesionless (Fine Sand) Classification Foundation design based upon the following soil criteria: 3. of 3.0 SF (Cd=0.5) and 77 lbs. each. (8) cylindrical luminaires with a maximum effective projected area b. area of 6 SF (Cd=1) and 340 lbs (Max). (1) cylindrical head assembly with a maximum effective projected a. Poles are designed to support the following: 2. Designed in accordance with the FDOT Structures Manual. 1.