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I <br /> 11 <br /> 2 Type III standards shall conform to one of the following pre- <br /> 3 approved plans, provided all other requirements noted herein <br /> 4 have been satisfied. Maximum (x) (y) (z) signal arm loadings in <br /> 5 cubic feet are noted after fabricator. <br /> 6 <br /> 7 Signal Arm <br /> 8 Length (max) Fabricator-(x) (y) (z) Drawing No. <br /> 9 I 10 65 ft. Valmont Ind. Inc.-(2947) DB00625-Rev.R, <br /> 11 Shts. 1, 2, 3 &4 <br /> 12 and"J" luminaire arm <br /> 13 <br /> 14 65 ft. Union Metal Corp. (2900) 71026-B87 Rev. R13 <br /> 15 Shts. 1, 2 & 3 <br /> 16 <br /> 17 65 ft. Ameron Pole-(2900) W3724-1 Rev. J & <br /> 18 Prod. Div. W3724-2 Rev. G <br /> 19 and "J" luminaire arm <br /> 20 <br /> 21 65 ft. Northwest Signal-(2802) NWS 3500 Rev. 4 <br /> 22 Supply Inc. or NWS 3500B J <br /> 23 Rev. 4 <br /> 24 <br /> 25 65 ft West Coast WSDOT-TS-01 Rev. 3 <br /> 26 Engineering Group Sheets 1, 2, and 3 <br /> 27 <br /> 28 65 ft. Maico WSDOTMA Rev. 3 <br /> 29 Industries (2947) Sheets 1, 2 and 3 <br /> 30 and "J" luminaire arm <br /> 31 I 32 65 ft. KW Industries 10-200-TSP-3 Rev. 5, <br /> 33 Sheets 1, 2, and 3 <br /> 34 <br /> 35 Type IV Type IV strain pole standards shall be consistent with details in <br /> 36 the plans and Standard Plan J-27.15 or one of the following pre- <br /> 37 approved plans: <br /> 38 <br /> 39 Fabricator Drawing No. <br /> 40 Northwest Signal NWS 3520 Rev. 2 or NWS 3520B Rev. 2, <br /> 41 Supply Inc. <br /> 42 <br /> 43 Valmont Industries, Inc. DB006885, Rev. A <br /> 44 Sheets 1 and 2 <br /> 45 <br /> 46 Ameron Pole M3650 Rev. G <br /> 47 Prod. Div. <br /> 48 <br /> 49 Union Metal Corp. EA-10224 Rev. R13 <br /> 50 Sheet 1 of 1 <br /> 51 1 <br /> 4151 STREET TO WMVD FREIGHT <br /> CORRIDOR IMPROVEMENTS111 <br /> FED AID#STPUL-9931(012); PW#3472 SP-118 February 10, 2016 <br />