HEADED ANCHOR BOLT OPTION

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1 Ground Rod 18" min. Depth, 2 Required nchor Bolts. Number (min. 8) and Size as Required by Manufacturer. 6" to 12" Ground Line " dia. Conduit Number and Direction as Shown on Lighting Layout Sheets. Slope to Drain. " dia. Spiral Bar "D" Diameter of Foundation 2 " clear "BC" Bolt Circle SECTION - 16-#9 Vertical Bars NOTES: 1. Foundations are designed for structures with round tapered shafts designed in accordance with the 2001 SHTO "Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals", for a 90 mph wind zone when supporting the following: Six cylindrical luminaires with projected area of.5 square feet (CD=0.5) and weighing 75 pounds each. One cylindrical head with projected area of 5. square feet (CD=1.0) and 0 pounds toplatched lowering device. 2. Tower hand holes shall be on downslope of tower.. Foundation depth based on soil analysis. Foundation diameter based on Table 1. See chart in plans for required depths. If solid rock is encountered before reaching required depth, the remaining foundation depth may be decreased by 50 percent.. Light tower manufacturer responsible for anchorage design, which shall incorporate a minimum of eight anchor bolts per SHTO LTS-6 (201), Manufacturer shall design anchor bolts using CI ppendix D and shall design any additional foundation reinforcing necessary. Material strengths are: f'c =,000 psi fy = 60,000 psi nchor bolts shall be located inside the drilled shaft reinforcing cage. nchor bolts shall be STM 155. STDS. STTE OF OHIO DEPRTMENT OF REVISION DTE ENGINEER TRNSPORTTION DMINISTRTOR Duemmel David L. Holstein O FFICE O F RO D W Y ENGINEERING nchor bolt size and spacing to fit mounting plate supplied with tower. However, bolt circle shall be "L" " Pitch " Pitch SPIRL BR BENDING DIGRM TYPE I II "B" Out-to-Out D 6 TBLE 1 DT (IN.) B 2 7 BC MX Spiral (See Note ) " Min. Bottom Threaded " NUTTED NCHOR TBLE 2 NCHOR BOLT PLTE WSHER DIMETER (IN) DIMETER (IN) ƒ Hex Nut 1" thick circular plate washer, see Table 2 for diameter. Heavy Hex Nut HEDED NCHOR 1" thick circular plate washer, see Table 2 for diameter. equal to or less than the maximum bolt circle permitted in Table No. 1. The bolts shall be headed or have a heavy hex nut on the embedded end. Threads shall be UNC-2, and may be either rolled or cut, and coarse threaded. The embedded end of the anchor bolt shall be headed or threaded with a heavy hex nut. nchor bolt material may be smooth steel rod that is threaded at the ends or threaded over its entire length. Hex nuts shall be STM 56, merican Standard heavy hex, Grade DH, with UNC-2B threads. Plate washers shall be 709 Grade 6 or Grade 50. nchor bolts shall be hot-dip galvanized over their entire length, as per C&MS , after fabrication and threading. ll nuts and plate washers shall be galvanized per C&MS The length "L" of the 1/2" diameter spiral bar is the foundation depth with a " clearance at each end. Four steel channels, tee or angle spacers weighing approximately 0.80 pounds per foot of spacer shall be provided for each spiral unit. They shall be equally spaced along the periphery of the coil. Spiral lap splice length shall be '-0". Provide one and a half turns at spiral ends. 6. Conduits in the foundation shall conform to C&MS 625 and 725. The foundation conduit shall be of the same material as that used to protect the circuit extension beyond the foundation. 7. ll reinforcing shall be epoxy coated, comply with and be placed in accordance with C&MS 509. THIS DRWING REPLCES HL-20.21DTED STNDRD RODWY CONSTRUCTION DRWING SCD NUMBER LIG HT TO W ER FO UND TIO NS HL ````` 1 1

2 Ground Rod 18" min. Depth, 2 Required nchor Bolts. Number (min. 8) and Size as Required by Manufacturer. 6" to 12" Ground Line " dia. Conduit Number and Direction as Shown on Lighting Layout Sheets. Slope to Drain. " dia. Spiral Bar "D" Diameter of Foundation 2 " clear "BC" Bolt Circle SECTION - 16-#9 Vertical Bars NOTES: 1. Foundations are designed for structures with round tapered shafts designed in accordance with the 2001 SHTO "Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals", for a 90 mph wind zone when supporting the following: Six cylindrical luminaires with projected area of.5 square feet (CD=0.5) and weighing 75 pounds each. One cylindrical head with projected area of 5. square feet (CD=1.0) and 0 pounds toplatched lowering device. 2. Tower hand holes shall be on downslope of tower.. Foundation depth based on soil analysis. Foundation diameter based on Table 1. See chart in plans for required depths. If solid rock is encountered before reaching required depth, the remaining foundation depth may be decreased by 50 percent.. Light tower manufacturer responsible for anchorage design, which shall incorporate a minimum of eight anchor bolts per SHTO LTS-6 (201), Manufacturer shall design anchor bolts using CI ppendix D and shall design any additional foundation reinforcing necessary. Material strengths are: f'c =,000 psi fy = 60,000 psi nchor bolts shall be located inside the drilled shaft reinforcing cage. nchor bolts shall be STM 155. STDS. STTE OF OHIO DEPRTMENT OF REVISION DTE ENGINEER TRNSPORTTION DMINISTRTOR Duemmel David L. Holstein O FFICE O F RO D W Y ENGINEERING nchor bolt size and spacing to fit mounting plate supplied with tower. However, bolt circle shall be "L" " Pitch " Pitch SPIRL BR BENDING DIGRM TYPE I II "B" Out-to-Out D 6 TBLE 1 DT (IN.) B 2 7 BC MX Spiral (See Note ) Top Threaded Top " Min. Bottom Threaded " TBLE 2 NCHOR BOLT PLTE WSHER DIMETER (IN) DIMETER (IN) ƒ Hex Nut 1" thick circular plate washer, see Table 2 for diameter. Heavy Hex Nut NUTTED NCHOR HEDED NCHOR Threaded 1" thick circular plate washer, see Table 2 for diameter. equal to or less than the maximum bolt circle permitted in Table No. 1. The maximum anchor bolt embedment length shall be 9" and the bolts shall be headed or have a heavy hex nut on the embedded end. Threads shall be UNC-2, and may be either rolled or cut, and coarse threaded. The embedded end of the anchor bolt shall be headed or threaded with a heavy hex nut. nchor bolt material may be smooth steel rod that is threaded at the ends or threaded over its entire length. Hex nuts shall be STM 56, merican Standard heavy hex, Grade DH, with UNC-2B threads. Plate washers shall be 709 Grade 6 or Grade 50. nchor bolts shall be hot-dip galvanized over their entire length, as per C&MS , after fabrication and threading. ll nuts and plate washers shall be galvanized per C&MS The length "L" of the 1/2" diameter spiral bar is the foundation depth with a " clearance at each end. Four steel channels, tee or angle spacers weighing approximately 0.80 pounds per foot of spacer shall be provided for each spiral unit. They shall be equally spaced along the periphery of the coil. Spiral lap splice length shall be '-0". Provide one and a half turns at spiral ends. 6. Conduits in the foundation shall conform to C&MS 625 and 725. The foundation conduit shall be of the same material as that used to protect the circuit extension beyond the foundation. 7. ll reinforcing shall be epoxy coated, comply with and be placed in accordance with C&MS 509. THIS DRWING REPLCES HL-20.21DTED STNDRD RODWY CONSTRUCTION DRWING SCD NUMBER LIG HT TO W ER FO UND TIO NS HL ````` 1 1

3 Ground Rod 18" min. Depth, 2 Required "L" " Pitch " Pitch SPIRL BR BENDING DIGRM TYPE I II "B" Out-to-Out D 6 TBLE 1 DT (IN.) B 2 7 BC MX nchor Bolts. Number and Size as Required by Manufacturer. 6" to 12" Spiral (See Note ) Top " Min. Bottom Ground Line " dia. Conduit Number and Direction as Shown on Lighting Layout Sheets. Slope to Drain. Threaded Threaded " Hex Nut NUTTED NCHOR NCHOR BOLT DIMETER (IN) ƒ " dia. Spiral Bar TBLE 2 "D" Diameter see Table 2 for diameter. of Foundation PLTE WSHER DIMETER (IN) 1" thick circular plate washer, Heavy Hex Nut " clear "BC" Bolt Circle SECTION - Top Threaded 16-#9 Vertical Bars HEDED NCHOR 1" thick circular plate washer, see Table 2 for diameter. NOTES: 1. Foundations are designed for structures with round tapered shafts designed in accordance with the 2001 SHTO "Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals", for a 90 mph wind zone when supporting the following: Six cylindrical luminaires with projected area of.5 square feet (CD=0.5) and weighing 75 pounds each. One cylindrical head with projected area of 5. square feet (CD=1.0) and 0 pounds toplatched lowering device. 2. Tower hand holes shall be on downslope of tower.. Foundation depth based on soil analysis. Foundation diameter based on Table 1. See chart in plans for required depths. If solid rock is encountered before reaching required depth, the remaining foundation depth may be decreased by 50 percent.. Light tower manufacturer responsible for anchorage design, which shall incorporate a minimum of four anchor bolts. Manufacturer shall design anchor bolts using CI ppendix D and shall design any additional foundation reinforcing necessary. Material strengths are: f'c =,000 psi fy = 60,000 psi nchor bolts shall be located inside the drilled shaft reinforcing cage. nchor bolts shall be STM 155. nchor bolt size and spacing to fit mounting plate supplied with tower. However, bolt circle shall be equal to or less than the maximum bolt circle permitted in Table No. 1. The maximum anchor bolt embedment length shall be 9" and the bolts shall be headed or have a heavy hex nut on the embedded end. Threads shall be UNC-2, and may be either rolled or cut, and coarse threaded. The embedded end of the anchor bolt shall be headed or threaded with a heavy hex nut. nchor bolt material may be smooth steel rod that is threaded at the ends or threaded over its entire length. Hex nuts shall be STM 56, merican Standard heavy hex, Grade DH, with UNC-2B threads. Plate washers shall be 709 Grade 6 or Grade 50. nchor bolts shall be hot-dip galvanized over their entire length, as per C&MS , after fabrication and threading. ll nuts and plate washers shall be galvanized per C&MS The length "L" of the 1/2" diameter spiral bar is the foundation depth with a " clearance at each end. Four steel channels, tee or angle spacers weighing approximately 0.80 pounds per foot of spacer shall be provided for each spiral unit. They shall be equally spaced along the periphery of the coil. Spiral lap splice length shall be '-0". Provide one and a half turns at spiral ends. 6. Conduits in the foundation shall conform to C&MS 625 and 725. The foundation conduit shall be of the same material as that used to protect the circuit extension beyond the foundation. 7. ll reinforcing shall be epoxy coated, comply with and be placed in accordance with C&MS 509. THIS DRWING REPLCES HL-20.21DTED STDS. STTE OF OHIO DEPRTMENT OF TRNSPORTTION ENGINEER O FFICE O F SCD NUMBER STNDRD RODWY CONSTRUCTION DRWING LIG HT TO W ER FO UND TIO NS RO D W Y ENGINEERING Duemmel DMINISTRTOR DTE HL

4 Ground Rod 18" min. Depth, 2 Required "L" " Pitch " Pitch SPIRL BR BENDING DIGRM TYPE I II "B" Out-to-Out D 6 TBLE 1 DT (IN.) B 2 7 BC MX nchor Bolts. Number and Size as Required by Manufacturer. 6" to 12" Spiral (See Note ) Top " Min. Bottom Ground Line " dia. Conduit Number and Direction as Shown on Lighting Layout Sheets. Slope to Drain. Threaded Threaded " NUTTED NCHOR NCHOR BOLT DIMETER (IN) " dia. Spiral Bar TBLE 2 "D" Diameter see Table 2 for diameter. of Foundation PLTE WSHER DIMETER (IN) 1" thick circular plate washer, Heavy Hex Nut " clear "BC" Bolt Circle SECTION - Top Threaded 16-#9 Vertical Bars HEDED NCHOR 1" thick circular plate washer, see Table 2 for diameter. NOTES: 1. Foundations are designed for structures with round tapered shafts designed in accordance with the 2001 SHTO "Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals", for a 90 mph wind zone when supporting the following: Six cylindrical luminaires with projected area of.5 square feet (CD=0.5) and weighing 75 pounds each. One cylindrical head with projected area of 5. square feet (CD=1.0) and 0 pounds toplatched lowering device. 2. Tower hand holes shall be on downslope of tower.. Foundation depth based on soil analysis. Foundation diameter based on Table 1. See chart in plans for required depths. If solid rock is encountered before reaching required depth, the remaining foundation depth may be decreased by 50 percent.. Light tower manufacturer responsible for anchorage design, which shall incorporate a minimum of four anchor bolts. Manufacturer shall design anchor bolts using CI ppendix D and shall design any additional foundation reinforcing necessary. Material strengths are: f c =,000 psi fy = 60,000 psi nchor bolts shall be located inside the drilled shaft reinforcing cage. nchor bolts shall be STM 155. nchor bolt size and spacing to fit mounting plate supplied with tower. However, bolt circle shall be equal to or less than the maximum bolt circle permitted in Table No. 1. The maximum anchor bolt embedment length shall be 9" and the bolts shall be headed or have a heavy hex nut on the embedded end. Threads shall be UNC-2, and may be either rolled or cut, and coarse threaded. The embedded end of the anchor bolt shall be headed or threaded with a heavy hex nut. nchor bolt material may be smooth steel rod that is threaded at the ends or threaded over its entire length. Hex nuts shall be STM 56, merican Standard heavy hex, Grade DH, with UNC-2B threads. Plate washers shall be 709 Grade 6 or Grade 50. nchor bolts shall be hot-dip galvanized over their entire length, as per C&MS , after fabrication and threading. ll nuts and plate washers shall be galvanized per C&MS The length "L" of the 1/2" diameter spiral bar is the foundation depth with a " clearance at each end. Four steel channels, tee or angle spacers weighing approximately 0.80 pounds per foot of spacer shall be provided for each spiral unit. They shall be equally spaced along the periphery of the coil. Spiral lap splice length shall be -0". Provide one and a half turns at spiral ends. 6. Conduits in the foundation shall conform to C&MS 625 and 725. The foundation conduit shall be of the same material as that used to protect the circuit extension beyond the foundation. 7. ll reinforcing shall be epoxy coated, comply with and be placed in accordance with C&MS 509. THIS DRWING REPLCES HL-20.21DTED STDS. STTE OF OHIO DEPRTMENT OF TRNSPORTTION ENGINEER O FFICE O F SCD NUMBER STNDRD RODWY CONSTRUCTION DRWING LIG HT TO W ER FO UND TIO NS RO D W Y ENGINEERING Duemmel DMINISTRTOR DTE HL

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