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HomeMy WebLinkAboutD-342623C0 O F- U) Ch ANCHOR ROD - 1 "0 x 4' -4" LONG THREADED ROD WITH 2 WASHERS AND 4 HEAVY HEX NUTS (TYP.). THREAD EACH END 14 ". GALVANIZE ANCHOR ROD ENTIRE LENGTH. n n D- 0 <h N ¢ Q _I J U a 0 - U) II o a I w � In NOTE: USE A TEMPLATE TO LOCATE AND SECURE BOLTS IN PLACE DURING FOUNDATION INSTALLATION. B X a POST 5 #5 2 ❑ #5 2F-11 #4 (TYP.) CAP OF ONE FOUNDATION MAY BE PLACED WHILE SIGN STRUCTURE IS T TEMPORARY SUPPORTED IN PLACE SEE ANCHOR DETAIL 1 CONSTRUCTION JOINT W /ROUGHENED SURFACE SHAFT ELEVATION * CASE THE EXCAVATION AND USE TREMIE WHEN WATER IS PRESENT 1' -3" CL r N N u CE POST 0 I U a- N LENGTH L 0 a O ao 0 O 1 O L V) 0 U J Q W W a In U Z 0 � a E I NOTE: USE A TEMPLATE TO LOCATE AND SECURE BOLTS IN PLACE DURING FOUNDATION INSTALLATION. B X a POST 5 #5 2 ❑ #5 2F-11 #4 (TYP.) CAP OF ONE FOUNDATION MAY BE PLACED WHILE SIGN STRUCTURE IS T TEMPORARY SUPPORTED IN PLACE SEE ANCHOR DETAIL 1 CONSTRUCTION JOINT W /ROUGHENED SURFACE SHAFT ELEVATION * CASE THE EXCAVATION AND USE TREMIE WHEN WATER IS PRESENT 1' -3" CL r N N u CE POST 0 WELD DIMENSIONS S E LENGTH L #4 �. ao 0 U 1 0 a 0 ^ 0 a E I > a i N I 0 0 - - 0 #9 (10 BARS TOTAL) -0" D SHAFT SPIRAL BAR 1 a SHOP WELD 1 1/16" 0 HOLE (TYP.) 3/8" THICK R (ASTM A36) ANCHOR DETAIL 1 0 a DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c c I i+ ALTERNATE HOOKS EVERY OTHER BAR �, n„ CAP EACH LENGTH OF " CE POST /4" CHAMFER (TYP.) #5 0 #9 (10 BARS TOTAL) #5 (TYP.) F--1 4 TOTAL #4 (TYP.) AT EACH CORNER SECTION OR FIELD WELD OR S(E SHOP WELD WELDING SHALL MEET THE REQUIREMENTS OF STD. SPEC. 6- 02.3(24)E FOR WFI D DIMENSIONS. SFF TART F RFI OW. DEFORMED BAR WELD DIMENSIONS S E LENGTH L #4 �. WELDED LAP SPLICE DETAIL q I CITY OF RENTON to( rot I NO. I REVISION -D GROUND LINE 0 STEEL CONDUIT 3 WRAPS OF SPIRAL SPIRAL BAR NOTE: USE A TEMPLATE TO LOCATE AND SECURE BOLTS IN PLACE DURING A FOUNDATION INSTALLATION. ANCHOR ROD-2"O X 4' -4" LONG THREADED ROD WITH 2 WASHERS F5 #6 ©12" AND 4 HEAVY HEX NUTS (TYP.) x F4 #6 © 12" THREAD EACH END 8" GALV. N a ANCHOR ROD ENTIRE LENGTH F9 #6 F3 #8 TT II = II y SLOPE TO MATCH ROADWAY CAP EACH END 1 1Y2" DIAM. STEEL CONDUIT F10 #6 n 3" WELDED SPLICE AT END OF SPIRAL SPIRAL TERMINATION DETAIL S.TU DRAWN: Y.JIANG CHECKED: K.LINTS APPROVED: BY DATE APPR R. MEYER LC C\ 1/2" PREMOLDEE JOINT FILLER REINFORCED CONCRETE PAVEMENT SURFACE, wi- NTS veRnca: rvAw ,se HORIZONTPL NAD 1983 DATUM �. ONE INCH �I AT FUG U $CAIE I IF NOT ONE INCH SC ACCORDINGLY II II II II II I II II ________ -tom SEE ANCHOR DETAIL 2 I I III I I II II II F3 #8 TT411 a 'w-4F— F1 #6 AND F2 #6 , 14 SPA. @ 6" 12" F1 6 TOP & BOT. SECTION 25" ST01 AND F2 #6 @ 12" I (TOP & E D- 342623 2 1/4" 0 HOLE (TYP.) T (ASTM A36) ANCHOR DETAIL 2 ANCHOR ROD F3 #8 2" MIN. 4" MAX II II II 1.1 II II II I'1 •1' -6" MIN. EMBEDMENT I ±L _ 141, _j±1a sy CITY OF RENTON Public Works Dept. FED AID NO.: ARRA- 0167(044) TOP OF CURB HMA PAVEMENT — SURFACE F2 #6 F D ALT. HOOK DIRECTION F9 #6 (TYP. E.S.) 2" CLR (TYP.) F1 #6 U a F3 #8 7 SPA. ©1' -1" MAX. = 7' -6" TOP AND BOT. A SECTION RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S'STORMWATER BYPASS FOUNDATION DETAILS ST03 tea; �.;� 3�+a� a lol - 1217131412 N v W �. ao U 1 a AND F2 #6 @ 12" I (TOP & E D- 342623 2 1/4" 0 HOLE (TYP.) T (ASTM A36) ANCHOR DETAIL 2 ANCHOR ROD F3 #8 2" MIN. 4" MAX II II II 1.1 II II II I'1 •1' -6" MIN. EMBEDMENT I ±L _ 141, _j±1a sy CITY OF RENTON Public Works Dept. FED AID NO.: ARRA- 0167(044) TOP OF CURB HMA PAVEMENT — SURFACE F2 #6 F D ALT. HOOK DIRECTION F9 #6 (TYP. E.S.) 2" CLR (TYP.) F1 #6 U a F3 #8 7 SPA. ©1' -1" MAX. = 7' -6" TOP AND BOT. A SECTION RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S'STORMWATER BYPASS FOUNDATION DETAILS ST03 tea; �.;� 3�+a� a lol - 1217131412