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HomeMy WebLinkAboutD-3440070 v m Cm CI .1. p U D 0 t 0 L) 7 N 0 0 r w a: g v 0 i e °o v a I a r` M I a R N N ..oi PILE CENTERED IN HOLE, SEE PILE SCHEDULE FOR REQ'O SECTION -\, FIELD TRIM STEEL PILE AT TOP OF WALL FINISH COAT EXPOSED AREAS OF STEEL PILE---, AT TOP OF WALL SEE EXTRA REBAR DETAIL TOP OF WALL EL VARIES 4: SEE ELEVATIONS REMOVE EXPOSED TYP WALER TO " 3/8 STEEL PILE a TYP PIPE BRACE (Lv EXCAVATED SOIL /\ j 4 ° 1/4 TO WALER UPPER PIPE BRACE FOR LAGGING TIMBER LAGGING FILL W /CONCRETE TO TOP OF FLANGE SLOPE TO DRAIN, TYP STEEL PILE k4' LOWER PIPE BRACE BORED HOLE CONCRETE FACING 3" SCH 40 WEEP HOLE Q9 PILE CENTERED IN HOLE, SEE PILE SCHEDULE FOR REQ'D SECTION BOT OF FACING SECTION A TYPICAL SOLDIER PILE SECTION S 1 SCALE: 3/4 " =1' -D" w #5®12 g HORZ NW 17 g l� 0 �a LEAN CONCRETE SHAFT BACKFILL 4 7/8x6 HEADED STUD @ 12" VERT SPACING, #5012 TYP VERT FILL VOIDS BEHIND LAGGING W /SANG - TIMBER LAGGING (TREATED) - PREFABRICATED DRAINAGE MAT #6 @12 HORZ SECTION B TYPICAL SOLDIER PILE SECTION S1 EAST AND WEST SIDE WALLS SCALE: 3/4 " =1' -0" 1 iii;,' l>•�Ir�Ji��� \--- #6 @12 #5@12 HORZ VERT 7/8x8 HEADED STUD @ 12" VERT SPACING, TYP SECTION TYPICAL SOLDIER PILE SECTION S 1 END WALL SCALE: 3/4 " =1' -D" FILL VOIDS BEHIND LAGGING W /SAND TIMBER LAGGING (TREATED) - PREFABRICATED DRAINAGE MAT " o 1 2" MINIMUM BEARING W12 OR W18 WIDTH FOR LAGGING WALERS TO STEM WEB Td - REMOVED PILE FLANGE 3/8 CONCRETE FOR FLANGE TO\ N1 LAGGING FLANGE ct9r 4 CONTINUOUS 1/4" BENT PL TO SUPPORT LAGGING SHOP WELD TO STEEL PILE - CONCRETE FACING LAGGING CONTINUOUS 1/4" BENT PL TO SUPPORT LAGGING, SHOP WELD TO STEEL PILE DETAIL 2 CORNER Si SCALE: 3/4 "=1' -1)" 1 0 1 2 3 Scale Feet _P -E °°° _ —A5 SHOWN ` ® CITY OF aML RENTON .a 0 100% SUBMITTAL 8 19 OB >cw: L DATUM ` dCB °r Planning /Building /Public Works DepL a��ea NO. REVISION BY DATE APPR LICt: 1 g TYPICAL CORNER REINFORCEMENT D ETAI L CORNER ST SCALE: 3/4 " =1' -0" GENERAL NOTES LAGGING 1. ALL PILES, WALERS AND BRACES EXCEPT TEMPORARY BRACING NOT REMAINING AND CROSS BRACING SHALL BE PAINTED. ALL STEEL SHALL BE SHOP PRIME COATED. PILES SHALL BE PRIME COATED ONLY EXCEPT EXPOSED AREAS IN THE FINAL CONFIGURATION SHALL ALSO RECEIVE 2ND AND 3RO COATS. WALERS AND PIPE BRACES SHALL RECEIVE PRIME, 2ND AND 3RD COATS, AREAS OF WALERS WHICH WILL BE EMBEDDED IN THE CONCRETE FACIA SHALL RECEIVE FINAL PAINTING PRIOR TO FACIA PLACEMENT. 2. TIMBER LAGGING SHALL BE TREATED, HEM -FIR #1. LAGGING FOR END WALL SHALL BE 6X MEMBERS, LAGGING FOR SIDE WALLS SHALL BE 4X MEMBERS. 3. HEADED STUDS SHALL BE NELSON S& SHEAR CONNECTORS OR EQUAL. STUDS SHALL BE WELDED TO PILES USING STUD MANUFACATURERS WELDING TOOL TO PROVIDE FULL CAPACITY OF STUD. CONSTRUCTION NOTES \,_L/ wmnmwi rMLU vLmr i LVl AIIV 4 yr LA101JINU wLVLn1 TO AVOID INTERFERENCE WITH PILES 9 AND 10, Q2 TOP ELEVATION OF PILE IS FOR TEMPORARY CONDITION FOR LAGGING AND TEMPORARY STRUCTURAL STABILITY. 30 TEMPORARY BRACE SHALL REMAIN IN PLACE UNTIL CONCRETE FACING IS PLACED AND ACHIEVED STRENGTH OF 30DD PSI. ® CONTRACTOR MAY WELD A PLATE IN THE LOWER WALER OVER THE EXISTING CULVERT TO "SHOOT" SHOTCRETE AGAINST AS NECESSARY TO ACHIEVE CONSOLIDATION IN THIS AREA, O INSTALL W6 TEMPORARY BRACE AND TOP WALER PRIOR TO EXCAVATING BELOW EL 155. © INSTALL BOTTOM WALER PRIOR TO EXCAVATING BELOW EL 147. (7 INSTALL CROSS BRACING AS EXCAVATION PROCEEDS. EXCAVATE A MAXIMUM OF 2' BELOW BOTTOM OF INDIVIDUAL CROSS BRACING MEMBERS BEFORE INSTALLING THE CROSS BRACING. O8 CROSS BRACING ELEVATION INDICATES INTERSECTION OF PILE CENTERLINE AND CROSS BRACING CENTERLINE O9 INSTALL WEEP HOLE PIPE BY CAREFULLY CUTTING THROUGH DIMPLED BACKING BUT NOT CUTTING FILTER FABRIC MATERIAL. INSTALL WEEP HOLE PIPE THROUGH CUT HOLE AND SEAL HOLE WITH DUCT TAPE TO PREVENT INTRUSION OF CONCRETE WC CARR ROAD - PANTHER CREEK 8/19/08 EMERGENCY CULVERT REPAIR PROJECT r ' STRUCTURAL DETAILS S2 7 ,B III mW4