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J. ALL MAYFKiA15 AND WORKMANSHIP SHALL 6E IN AC ORDANCF WITH KEQUIR£MENTS OF THE 'WASHINGTON
STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL
CON5TRUCTIO.V DATED 2006. ANN AMENDMENTS.
2. THE DRUDGE MOUNTED SIGN 5RACKE7 HAS SEEN DESIGNED IN ACCORDANCE VAYH YHr. KEQUMEMENT'v OF
.HE AASHTG SYANDARO SPECIFICATIONS FOR STRUCTURAL 5UPPOIT5 FOR HIGHWAY SIGNS, LUMINAIRES
AND TRAFFIC S:&NALS, FOURTH EDITION - 2001 ADD INTERIMS TY.ROU6H 2006,
3. MATERIAL SPECIFICATIONS:
PLATES AND EARS ASYM A56
PI-FS ASTM A59. GRACE 5 GR ASYM AN= GRADE 0
BOLTS, NUTS d WASHER5 ASTM A307 (UNLESS OTHERWISE NOTED)
U- EOLTS, HUMS AND WASHERS ASTM F593 AND A5TM F554, TYPE 304
ANCHOR BOLTS (ALL THREAD) A5TM F593 CROUP I CW2 WITH NUT '594 YY °E 50A AND WASHE95 (ANSI E 10.221)
OR A5TM AIDS SPACE 57 WITH NUT AASITYO M201 GRADE CH
RESIN SONDES ANCH095 SEE STD. SPUCfFICATION AND SPECIAL PROVISIONS 5E0, 9-25.1
4. ALL NON- STA.NLE55 STEEL PARTS SHALL EE GMVANELCP IN ACCORDANCE WITH AA5HT0 MIH AFTER
FACRiCATION EOL`5 ADD HP..ED"WARE SHALL BE GA.VANIZEP IN ACCORDANCF WITH AASHTO M232.
5. SIZE OF FILLET WEL05 SHALL HE 1/4" MINIMUM EXCEPT WHERE NOTED,
E. DIMCNINON5 ARE CASED ON AVAILABLE EXISYINv SRICGE PLANS AND SHALL DE FIELD MEASURED PRIOR
TO FADRiCATION OF BRACKET ARMS.
7. BM -0= WILL BE MOUNTED ON F.XI.STING 5OUTH001ND 1-405 DRUDGE OVER TALSOY R2 S. OM-2-1 A
BM -2 -2 WU.I. OF MOUNTED ON EXiSYINO RENTON' AVE. 5. BRIOGE SEE SIGMNG PLANS FOR LOCATION,
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