Always Active Services LLC of Seattle 7/21/2022

I 1 I2 65 ft. Valmont Ind. Inc.-(2947) DB01162 Rev. B, 3 Shts. 1, 2, 3, 4 & 5of5 4 and "J" luminaire arm I 5 6 65 ft. Ameron Pole-(2900) WA3724-1 Rev. C and 7 Prod. Div. WA3724-2 Rev. D I8 9 and "J" luminaire arm 10 Type IV Type IV strain pole standards shall be consistent with details in the 11 plans and Standard Plan J-27.15 or one of the following pre- I12 13 approved plans: 14 Fabricator Drawing No. I 15 Valmont Industries, Inc. DB01167, Rev. B 16 Sheets 1 and 2 17 I 18 Ameron Pole WA15TR15 Rev. A 19 Prod. Div. Sheet 1 and 2 of 2 20 I 21 Type V Type V combination strain pole and lighting standards shall be 22 consistent with details in the plans and Standard Plan J-27.15 or 23 one of the following pre-approved plans: 24 25 Fabricator Drawing No. 26 Valmont Industries, Inc. DB01167, Rev. B 27 Sheets 1 and 2 I 28 29 Ameron Pole WA 15TR15 Rev. A 30 Prod. Div. Sheet 1 and 2 of 2 1 31 32 The luminaire arm shall be Type 1, 16 foot maximum and the 33 luminaire mounting height shall be 40 feet or 50 feet as noted in I34 35 the plans. 36 Type SD Type SD standards require special design. All special design shall 37 be based on the latest AASHTO Standard Specifications for I 38 Structural Supports for Highway Signs, Luminaires and Traffic 39 Signals and pre-approved plans and as follows: 40 I41 42 1. A 115 mph wind loading shall be used. 43 2. The Mean Recurrence Interval shall be 1700 years. I 44 45 3. Fatigue category shall be III. 46 I 47 Complete calculations for structural design, including anchor bolt 48 details, shall be prepared by a Professional Engineer, licensed 49 under Title 18 RCW, State of Washington, in the branch of Civil or I INTERURBAN TRAIL TO YMCA PEDESTRIAN IMPROVEMENTS SPECIAL PROVISIONS IWORK ORDER 3749 Page SP57 of SP68 MAY 2,2022 I