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HomeMy WebLinkAboutSWP2703426.35co Cn J, 0 I Cn Cn 0 0 U w n U 0 0 0 / > Q .o ry L Ln 0 0 0 Q0 / 20 0 E 0 0 ANCHOR ROD r� 1 "o 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 I 0 0 0 0 Cn 4 w Q Q U U a_ C ^I r� II 0 I w �n U ❑N z 0 0,001 Q _ I U - N 0 n 0 0 0 I C Cn Q U � w ry w n U z � 0 NOTE: USE A TEMPLATE TO LOCATE AND SECURE BOLTS IN PLACE DURING FOUNDATION INSTALLATION. B X POST'­' 5 #5 1 2 5] #5 2 1❑ #4 (TYP.) CAP OF ONE FOUNDATION MAY BE PLACED WHILE SIGN STRUCTURE IS 10 TEMPORARY SUPPORTED IN PLACE SEE ANCHOR DETAIL 1 CONSTRUCTION JOINT F W/ROUGHENED SURFACE #9 (10 BARS TOTAL) 3'-0" 0 SHAFT SHAFT ELEVATION * CASE THE EXCAVATION AND USE TREMIE WHEN WATER IS PRESENT 1'-3" w N q POST M— Cn 0I 0 ALTERNATE HOOKS EVERY OTHER BAR S-0" 3/4" CHAMFER (TYP.) Vol II II II III � � STEEL CONDUIT nl A KI 1" LENGTH OF 1" SPIRAL BAR WELD SHOP WELD SSE �2 OR S E \-1 1/16" 4 HOLE (TYP.) 3/8" THICK R (ASTM A36) ANCHOR DETAIL 1 CAP EACH �0#5 0 #9 (10 BARS TOTAL) q POST �5 #5 (TYP.) n 4 TOTAL SECTION FIELD WELD OR SHOP WELD WELDING SHALL MEET THE REQUIREMENTS OF STD. SPEC. 6-02.3(24)E FOR WELD DIMENSIONS, SEE TABLE BELOW. DEFORMED BAR WELD DIMENSIONS S E LENGTH (L) #4 �/ Y8 4 #4 (TYP.) AT EACH CORNER ;HED GROUND LINE '2" 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"0 X 4'-4" LONG THREADED ROD WITH 2 WASHERS F5 #6 @ 12" AND 4 HEAVY HEX NUTS (TYP.) THREAD EACH END 8" GALV. N Q F4 #6 @ 12" ANCHOR ROD ENTIRE LENGTH - �l `' Fg #6 1 Cff F3 #8 SLOPE TO MATCIA ROADWAY CAP EACH END � ��• •;hI ( ill _ 11�� II II ' II U) �t w • ---------+ 0� :: !" II SEE ANCHOR DETAIL 2 • t F3 #8 1Y2" DIAM. STEEL CONDUIT-----/ F10 #6 n WELDED SPLICE AT END OF SPIRAL SPIRAL TERMINATION DETAIL Ln N 1 /2" PREMOLDED JOINT FILLER REINFORCED CONCRETE PAVEMENT SURFACE, WELDED LAP SPLICE DETAIL SURVEYED: - WSCALE: VERTICAPPROVED FOR CONSTRUCTION DESIGNED: NTS HORIZONTAL AD 11983/1991DMJM HARRIS AECOMSTU x r-b 10900 NE 8TH STREET, SUITE 750 / DRAWN: Y.JIANG BELLEVUE, WASHINGTON 98004 43717 DATUM "Po CHECKED: ONE INCH PHONE: (425) 454-5600 FAX: (425) 454-0220 ��S IONAL E�01 CITY OF RENTON DATE K.LINTS IFAT NOT L SCNCH APPROVED: SCALE ACCORDINGLY NO. REVISION BY DATE APPR R. MEYER 3" FF #6 AND F2 #6 N 14 SPA. @ 6" 1 12" 1F1 (TOP & BOT.) SECTION p 25" ST01 Cn a_ z U N� w Q0 U > I �6 AND F2 #6 @ 12" (TOP 8c BOT.) D 342623 �2 1/4° 4 HOLE (TYP.) 3/8" THICK F' (ASTM A36) ANCHOR DETAIL 2 ANCHOR ROD F3 #8 Y, 2" MIN. r� 4" MAX, TOP OF CURB HMA PAVEMENT — SURFACE II •1,-6„ • F2 #6 I D ALT. HOOK MIN. DIRECTION •EMBEDMENT • F9 #6 (TYP. E.S.) �I 2" CLR (TYP.) Nk F1 #6 �f F3 #8 7 SPA. @1 -1 MAX. = 7 -6 TOP AND BOT. SECTION A RAINIER AVE S (SR 167) !' IMPROVEMENTS PROJECT CITY OF PHASE 1 RENTON SHATTUCK AVE S STORMWATER BYPASS Public works Dep . FOUNDATION DETAILS FED AID NO.: ARRA-0167(044) 4 -3 FIELDBOOK: PAGE: ST03 M ©WmEmm