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HomeMy WebLinkAboutT-26908BF J W N Q BRACKET 1 SIGN 119 A 11 & 118A BRACKET 2 II Il o SIGN 1190 !I I BRACKET 3 15B N6 SIGN 120 I T 4 I BR NO. 40515 BRACKET 14 SIGN 5 BRACKET 15 SIGN 7 BRACKET 13 SIGN 4 61St AVE. - PLAN —.1—aRE—` SIGN 90� I'I I I I'1p 1I�r- U1 I I I I I �I1 1 I I NB I l0 1$61 I I m 1. _.._._.._.. .. x-T1 ..L.. .. . _. _J_.. _1.. _.. _._.._ 1 0 I 5R NO. 405/14-'--- -'- - -'-'— ----- -- -- i -'- 1 W ; Z 1 j 1 $16 If C I I 1 BR NO. 40519 _. ........................ .. _.._.. _.._.._.._.. _.._.., II �5RACREr 4 SIGN f6 I I BRACKET 5 SIGN 15A 66th /CH9137- 1AN3EN AVE. - PLAN GENERAL NOTES 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICPAL CONSTRUCTION DATED 2006 AND AMENDMENTS. 2. MATERIALS SPECIFICATIONS: PLATES 6 OAKS ASTM A36 PIPES ASTM A 53 GRADE 0 BR ASTM A BOO GRADE B U-MLT5. LOCK -NUTS 6 WASHERS ASTM F 593 AND F 594, TYPE 304 RESIN BONDED ANCHORS (ALL THREAD) STAINLESS STEEL - EITHER A5TM F593 GROUP 1 CONDITION A, 09 A5TM A193 GRADE BE CLA55 1. 3. ALL NON- STAINLESS STEEL PARTS SHALL BE GALVANIZED IN ACCORDANCE WITH AA5HTO M IN AFTER FABRICATION. BOLTS AND HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M 232. 4. SIZE OF FILLET WELD SHALL BE 4- MINIMUM EXCEPT WHERE NOTED. 5. THE MIN. VERTICAL CLEARANCE 15 17' -9'. THE 19' -6" MIN, VERTICAL CLEARANCE TO THE BOTTOM OF THE SIGN PANEL ALLOWS FOR LUMINAIRES TO BE INSTALLED. IF NO LUMINAIRES ARE TO BE INSTALLED. LOCATE SIGN PANEL BOTTOM AS DIRECTED BY THE ENGINEER TO MINIMIZE THE HEIGHT OF SIGN ABOVE THE TOP OF BARRIER. LEGEND: B IDENTIFIES SECTION. VIEW OR DETAIL 15 TAKEN OR SHOWN ON SHEET 514515 e TAKEN OR SHOWN HE B MILE NAME CAWR 1BTN00 Rl I I Z I Z I �'/��A ' 111` ••�.ii.°oF ^eT `° rz µ SG u � '`• % ih _ _ �•"'- • ° "�°°°" Corridor Program _ _ "" ` TlsTATECON UMON, Inc r- I I RET 9 B ACKi O SIGN 76 Z 10 I I W I s0 6N 75 LINO AVE. - PLAN PLOrTm ev al9 1 $16 If C I I 1 BR NO. 40519 _. ........................ .. _.._.. _.._.._.._.. _.._.., II �5RACREr 4 SIGN f6 I I BRACKET 5 SIGN 15A 66th /CH9137- 1AN3EN AVE. - PLAN GENERAL NOTES 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICPAL CONSTRUCTION DATED 2006 AND AMENDMENTS. 2. MATERIALS SPECIFICATIONS: PLATES 6 OAKS ASTM A36 PIPES ASTM A 53 GRADE 0 BR ASTM A BOO GRADE B U-MLT5. LOCK -NUTS 6 WASHERS ASTM F 593 AND F 594, TYPE 304 RESIN BONDED ANCHORS (ALL THREAD) STAINLESS STEEL - EITHER A5TM F593 GROUP 1 CONDITION A, 09 A5TM A193 GRADE BE CLA55 1. 3. ALL NON- STAINLESS STEEL PARTS SHALL BE GALVANIZED IN ACCORDANCE WITH AA5HTO M IN AFTER FABRICATION. BOLTS AND HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M 232. 4. SIZE OF FILLET WELD SHALL BE 4- MINIMUM EXCEPT WHERE NOTED. 5. THE MIN. VERTICAL CLEARANCE 15 17' -9'. THE 19' -6" MIN, VERTICAL CLEARANCE TO THE BOTTOM OF THE SIGN PANEL ALLOWS FOR LUMINAIRES TO BE INSTALLED. IF NO LUMINAIRES ARE TO BE INSTALLED. LOCATE SIGN PANEL BOTTOM AS DIRECTED BY THE ENGINEER TO MINIMIZE THE HEIGHT OF SIGN ABOVE THE TOP OF BARRIER. LEGEND: B IDENTIFIES SECTION. VIEW OR DETAIL 15 TAKEN OR SHOWN ON SHEET 514515 e TAKEN OR SHOWN HE B MILE NAME CAWR 1BTN00 MSDZH#kEBBTN BM ABAGx �'/��A ' 111` ••�.ii.°oF ^eT `° rz µ SG u � '`• % ih _ _ �•"'- • ° "�°°°" Corridor Program _ _ "" ` TlsTATECON UMON, Inc r- I-405 1 -5 TO SR169 STAGE 1 -WIDENING BRIDGE MOUNTED SIGNS Plo 1 FED.AID PROI.NO. BM$Oi MS �� MiWIDID +0 AS PLOrTm ev al9 DESIGNED BY D. MINNS +m •� 3n 392 vlrne ENTERED BY A. COCNRAN AB MALT TYxD CXECMED BY A. DIEDMCx CHANGED AND ADDED 8roN8 IDID ffi NxM GM n u C -7295 wam u N ODGSORB LOCATION PLAN REGIONAL ADY. D. DYE REVISION DALE BY