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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 <br />axis <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 <br />L <br />Mast arm <br />plate --..- <br />Flange plate -/ <br />3/8" Side gusset <br />plate <br />PLAN <br />-3/8" Side gusset plate <br />Pole <br />Most arm <br />—79'3/8 See Note A <br />3/8" Plates <br />Mast arm 3� <br />Mast arm <br />plate <br />HS hex head <br />ca screws, <br />to . 4 <br />Flange plate. <br />3/8 <br />3/8" Side <br />gusset plate <br />C <br />2.5" <br />Holes <br />Axis C <br />arm, <br />S-6 <br />BASE PLATE <br />Pole <br />�/Ja <br />-�--11/2"l3' /8 <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 />78-7-<\1 yP <br />(min) <br />3 8" <br />P ate <br />0 <br />i� <br />3'-6" <br />O` <br />_O <br />3 ® 12 It <br />55 lbs. <br />`Roadway <br />#4 Spiral ®6" <br />135 hook at <br />terminations <br />2'� Min• <br />SECTION B -B <br />DESIGN AASHTO Standard Specifications for <br />#8 tot. 12 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 />E Projected Length <br />F 12'-0" Minimum <br />J <br />Sign 0 <br />Si <br />S-6 <br />9 e 3 ®12" <br />55 lbs. <br />Pole <br />Type <br />E <br />Projected <br />Length <br />F <br />Min. <br />Spacing <br />G <br />Mounting <br />Height <br />H <br />Min <br />OD <br />At Pole <br />Thickness <br />I <br />Bolt <br />Circle <br />HS Ca p <br />Screws <br />J <br />Plate <br />Size <br />K <br />Arm R <br />Thickness <br />L <br />Pole R <br />Thickness <br />C <br />Q SECTION <br />X <br />Max <br />Length <br />Thickness <br />65'-0" <br />15'-0" <br />23'-6" <br />16'-0" <br />13 1/21' <br />0.2391" <br />20" <br />1 1 /2"-6NC-4" <br />20" <br />2" <br />2" <br />15' <br />29" <br />0.3125" <br />14'-0" <br />`Roadway <br />#4 Spiral ®6" <br />135 hook at <br />terminations <br />2'� Min• <br />SECTION B -B <br />DESIGN AASHTO Standard Specifications for <br />#8 tot. 12 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 />E Projected Length <br />F 12'-0" Minimum <br />J <br />Sign 0 <br />Si <br />S-6 <br />9 e 3 ®12" <br />55 lbs. <br />Pole <br />Type <br />Load <br />Case <br />Wind <br />vkm/hy <br />POLE DATA <br />BASE PLATE DATA <br />Luminaire <br />Arm <br />Signal <br />Arm <br />CIDH PILE FOUNDATION <br />35'-0" <br />I Pole <br />A <br />Height <br />Min OD <br />Thickness <br />C <br />D1 <br />Thickness <br />Anchor Bolts <br />Diameter <br />Depth <br />Reinforced <br />Size <br />Bolt <br />Circle <br />Base <br />Top <br />60-5-80 <br />5 <br />80 <br />16" <br />0.3125" <br />23" <br />23" <br />2" <br />2 11/4"� x 60" x 6" <br />23" <br />6'- 15 <br />36" <br />16'-0" <br />Yes <br />61-5-80 <br />65' <br />61A-5-80 <br />35' <br />11 1/8 <br />❑ Indicates arm length to be used unless otherwise noted on plans. <br />` M Proiected Lenqth <br />r-- X <br />Sign 13/4 NPS Coupling unde <br />required when IISNS <br />0 (shown on plans <br />)S---� <br />0 S_ <br />Det <br />3 ® 12" $ <br />55 Ib \� <br />s. <br />6'-0" x 22" 65 lbs. <br />Internal ly it luminated <br />street name sign <br />Q Pole <br />rsid <br />1 I <br />0) <br />g — 0 <br />T I i0 <br />Mi Section <br />nirnur 0 <br />0 <br />S-6 0 c� <br />A <br />Detail F <br />C) = <br />1 Handhole <br />(Far side),, <br />Finish grade and OG-\ I <br />Z <br />"" ' <br />A <br />Detail F <br />B a B <br />a� <br />Foundation <br />Dia <br />LUMINAIRE <br />ARM DATA <br />M <br />Projected <br />Length <br />Rise <br />Min <br />OD <br />at Pole <br />Thickness <br />P Mounting Height <br />30'-0" <br />Pole <br />35'-0" <br />I Pole <br />(ft.) <br />(ft.) <br />(in.) <br />(ft.) <br />*15 I -Opp <br />4'-99't <br />1 4 1/4" <br />0.186» <br />34'-3"f <br />39'-3"1 <br />These Record Drawings have been prepared based <br />on information submitted by others, partially or <br />totally. While this information is believed to be <br />reliable, CCS Planning & Engineering, Inc. is not <br />responsible for its accuracy, nor for errors or <br />omissions which may have been incorporated into <br />these ll� ents as a result. <br />z�C�C057664 12Z31/ot12j31/ot <br />William C. Sun RCE No. Exp. Date <br />Date: 3 ,6 e/ <br />*Indicated use 15'-0" projected length unless shown otherwise <br />PER CALTRANS STANDARD PLAN ES-6RB <br />Oda <br />Z W <br />Z <br />U <br />W <br />H Q <br />Q Z <br />H <br />co O <br />W <br />Z C3 <br />JYZ V <br />aQH <br />= > <br />Z a �� <br />W N _' <br />W <br />WZWV <br />>Z Qo <br />X3Q <br />amZ d <br />y CO O <br />Q MMJ <br />IL Z <br />Q <br />O <br />�Z <br />(1)o <br />H Z <br />Q Y <br />a <br />0 <br />w�i �h <br /><�<�;a a <br />i oQomLIX0 <br />SHEET <br />N0. <br />26 <br />1OF <br />26 <br />SHEETS <br />JOB N0. <br />981007 <br />