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NOTES 1. When project plans show a lesser <br />lesser number of signs and signals, <br />the project plans shall prevail. <br />2. For details not shown, see Standard <br />Plans and Electrical Details. <br />Bolt <br />Circle <br />Mast arm \ A <br />axis <br />� <br />Mast arm <br />plate <br />Drill and tap for <br />1 1 /2" dia. HS cap <br />screws, tot. 4 <br />MAST ARM PLATE <br />3/8" Side gusset plate <br />i� �—q Pole, <br />Mast arm �Ig, <br />plate <br />3/8 V Mast arm <br />3/8V See Note A <br />Flange plate 3/8" Plates <br />3/8" Side gusset <br />plate <br />PLAN <br />Mast arm 3/8V <br />Mast arm <br />plate <br />C <br />2.5" <br />Holes <br />o n <br />Axis of <br />arm <br />e <br />UX <br />BASE PLATE <br />Pole <br />-� 1 1 /2" <br />3/8 <br />HS hex head 4]3/gV <TYP- <br />cap screws, (min ) <br />tot. 4 ....,_.., . <br />3/8 Is <br />Flange plate Pate <br />3/8 V <br />3/8" Side <br />gusset plate �i V <br />3/8 <br />ELEVATION <br />SINGLE ARM CONNECTION DETAIL <br />Note A: The radial separation between the face of the pole and the adjacent inside of the top and <br />bottom gusset plates shall not exceed 3/16". Fillet weld size to be increased by amount of gap. <br />E F G <br />Projected Min. Mounting <br />Min <br />H OD Thickness <br />I <br />Bolt <br />HS Cap J <br />Screws Plate <br />K <br />Arm R <br />L <br />Pole R <br />Length Spacing Height <br />At Pole <br />Circle <br />Size <br />Thickness <br />Thickness <br />65'-0" 15'-0" 23'-6" <br />16'-0" 13 1/2 it 0.2391" <br />20" 1 <br />1 /2"-6NC-4" 20" <br />2" <br />2" 15 <br />A <br />C: <br />3' — 6" <br />s-s <br />Det <br />0 <br />0 <br />0 <br />A <br />3 ® 12" <br />55 lbs. <br />/- Roadway <br />Q SECTION X <br />Length Thickness Max <br />29" 0.3125" 14'-0" <br />POLE DATA <br />BASE PLATE DATA <br />PoleWind <br />YP Case <br />Type <br />Velocity <br />Min <br />Height OD Thickness C D1 <br />g <br />Anchor Bolts Luminaire <br />Thickness Bolt Arm <br />km/h <br />Base Top <br />Size Circle <br />60— 5-- 80 <br />61-5-80 5 <br />80 <br />16" 0.3125" 23" 23" <br />2" 2 1 /4"� x 60" x 6" 23" 61— 15 <br />61 A— 5— 80 <br />35' 11 1/8 it <br />❑ Indicates arm <br />length to <br />be used unless otherwise noted on plans. <br />#4 SP iral ® 6" <br />135 hook at <br />terminations <br />2$0 Win. <br />Clr <br />ot. 12 <br />36" JW <br />SECTION B-B <br />DESIGN AASHTO Standard Specifications for <br />structural supports for Highway Signs, <br />Luminaires and Traffic Signals 1994. <br />Design Fy. 48 KSi max. for sheet steel. <br />Wind velocity. 80 mph ISOTACH <br />M Projected Length <br />30 <br />40 � Pole <br />A <br />z <br />E Projected Length " " <br />o� <br />F 12'-0" MinimumT_' <br />. S-6 <br />X ' Det ) o <br />0 m <br />v <br />0 Sign 3/4 NIPS Coupling underside <br />0 required when IISNS +' <br />'L ES-6 0 S-6 0 ishown on plans _"v) ¢ J <br />Sign Det S— 6 o <br />+, <br />3 ® 12" Det _ Det T <br />55 lbs. 3 ®12" o` <br />�� <br />55 lbs. <br />6'-0" x 22" 65 lbs. Q. Sect/a <br />Internal ly it luminated M,n�mn 0 <br />4 <br />street name sign rr) 0 <br />S-6 / 0 <br />A A --� <br />Detail F <br />CIDH PILE FOUNDATION <br />Signal <br />Arm Diameter Depth Reinforced <br />65' <br />36" 16'-0" Yes <br />Finish grade and OG -\ <br />0 <br />Handhole <br />(Far side) <br />r \ <br />S-6 <br />A <br />11 'I q <br />Detail F " <br />r IV <br />B B <br />a <br />r <br />Foundation Dia <br />LUMINAIRE ARM DATA <br />M <br />N <br />Min <br />P Mounting Height <br />Projected <br />Length <br />Rise <br />OD Thickness <br />at Pole <br />30'-0" 35'-0" <br />Pole Pole <br />(ft.) <br />(ft.) <br />(in.) <br />(ft.) <br />15'-0" <br />4'-919f <br />4 1 /4" 1 0.186" <br />34'-3"f 1 39'-3"f <br />* Indicated <br />use 15'-0" <br />projected length <br />unless shown otherwise <br />PER CALTRANS STANDARD PLAN ES-6RB <br />0o <br />ZW <br />Lc <br />W� <br />Zr <br />0� <br />Z <br />Wa <br />ZCL <br />Q <br />0 <br />Za <br />Z <br />Z" <br />J= <br />OIL_ <br />MOLL <br />1r <br />.. <br />0 <br />Z <br />W <br />v <br />W <br />a <br />- <br />�. <br />co <br />Z <br />0� <br />U. <br />Q <br />Z V <br />JYH <br />'L a <br />= > <br />F- iL <br />�F- <br />W <br />�Cl)WZwO <br />�Z <br />ao� <br />0 (0 <br />Z <br />Z <br />a.. m <br />� <br />� a <br />� <br />CI) O <br />a <br />a <br />Z <br />Z <br />O <br />cn <br />z <br />a <br />Old <br />`W <br />r <br />H <br />z <br />a <br />Y <br />a. <br />o <br />a <br />LAJ <br />o <br />nCS <br />W <br />5 <br />w <br />F,L <br />Y <br />i <br />a <br />n <br />SHEET NO. <br />34 <br />OF 39 SHEETS <br />JOB NO. <br />951064 <br />