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Home My WebLink AboutTRO4103430.36I co ur) 0 i / 0 / v a) v > Q CC 0 00 Cn i a.i C Q� a .a o' 0 00 i I i a� a� 00 WALL 4 #5@12 ®#5@12 ROADWAY SLAB -- 7'F/#5@12 --` JOINT f 3 L!R ROADWAY SLAB �--, 2" CLR TYP #5@12 EW #5@12 EW 21-021 5-41f OR4 —4"� SECTION A SCALE: 1 /2" = 1'-0" — u ! 1' ffilIN, 00 w ry a #4 @18 21-61) `/) NOTE: FOR WALL AND FTG SIZE AND REINF SEE A/ — SECTION C SCALE: 1 /2" = 1'-0" — VARIES Lij #4@18 EW AT MID DEPTH SECTION SCALE: 1 /2" = 1'-0" J • ~ NUMBER REVISION DESCRIPTION • 5" MIN #4@12 EW PIPE SEE CIVIL DRAWINGS 1'_(1" %inoicc 5'-4" AT BRIDGE PIER SECTION g SCALE: 1 /2" = 1'-0" #4@18 EW AT MID DEPTH — i SECTION p SCALE: 1 /2" = 1'-0" OPTIO z JOINT 0 I PIP AT FOOTING DETAIL SCALE: 1" = 1'-0" TYP s Iv SURVEYED: KPG DRAWN BY: E.THOE DESIGN BY: P.HEATHCO' CHECK BY: &BRIGHT PROJ MGR: JF FILE: 36.dwg ivi u v TYP EXIST BRIDGE PIER �a DENSITY POLYSTYRENE ADD # 4 3'-0 EA FLUTE BACKFILL 10" MIN WALL 5 PERMANENT SHEET PILE WALL PZ22 BY SKYLINE STEEL OR ACCEPTABLE EQUIVALENT MIN TIP EL 12.0 GENERAL STRUCTURAL NOTES DESIGN CRITERIA APPLICABLE BUILDING NOTES AND CODES INTERNATIONAL BUILDING CODE, IBC 2009 EDITION, EXCEPT WHERE OTHER CODES ARE MORE RESTRICTIVE, FOUNDATION PER GEOTECHNICAL REPORT PREPARED BY JACOBS ASSOCIATES DATED FEBRUARY 10, 2010 AND SUBSEQUENT LETTER REPORTS. DESIGN SOIL BEARING PRESSURES SPREAD FOOTING............................................................................2000psf ALL SLABS ON GRADE AND FOOTINGS SHALL BEAR ON COMPACTED GRANULAR FILL AS SPECIFIED, MINIMUM THICKNESS 6 INCHES. DEPTH OF FOOTING BELOW FINISHED GRADE — 18 INCHES MINIMUM. DESIGN SOIL LATERAL PRESSURES YIELDING WALL (ACTIVE PRESSURES) DRAINED CONDITION........................................................................39H pcf UNDRAINED CONDITION....................................................................93H pcf SEISMIC CONDITION.......................................................................12.5H psf PASSIVE PRESSURE UNDRAINED CONDITION....................................................................510D pcf COEFFICIENT OF BASE FRICTION.........................................................0.45 CONCRETE ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315, LATEST EDITION. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 BUILDING CODE, LATEST EDITION. DESIGN STRENGTH CAST —IN —PLACE CONCRETE UNLESS OTHERWISE NOTED f'c = 4000 psi AT 28 DAYS (4000 CLASS A) REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60. CONCRETE COVER CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, BUT NOT BE LESS THAN ONE BAR DIAMETER. FOOTINGS " CONCRETE IN CONTACT WITH SOIL OR WEATHER...................................2' EXTRA ACCESSORY BARS RIGIDLY SUPPORT BARS ON CONCRETE BLOCK OR APPROVED ACCESSORIES. IN ADDITION, PROVIDE #5 RAISER BARS AT 36" ON CENTERS MAXIMUM TO SUPPORT TOP REINFORCING STEEL IN SLABS. DOWELS AND CORNER BARS ALL HORIZONTAL BARS SHALL BE CONTINUOUS AROUND CORNERS. PROVIDE DOWELS AND CORNER BARS FOR ALL WALL REINFORCEMENT, AT LEAST THE SAME SIZE AND SPACING AS BARS WITH WHICH THEY ARE LAPPED. LAP SPLICES AND EMBEDMENT SHALL BE PER ACI 318, OR AS NOTED. PROVIDE TWO #5 VERTICAL BARS AT ALL WALL INTERSECTIONS AND AT ALL WALL ENDS. BAR SPLICES LAP REINFORCING STEEL BAR AS SHOWN ON PLANS. ALL LAP SPLICES NOT DIMENSIONED ON THE PLANS SHALL BE 50 BAR DIAMETER. THE LENGTH OF LAP SPLICE OF BARS OF DIFFERENT DIAMETER SHALL BE BASED ON THE SMALLER DIAMETER. IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQUIRED DUE TO THE LIMITED EXTENT OF THE ADJACENT CONCRETE STRUCTURE, THE BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOKS. STEEL SHEET PILE MATERIAL ALL SHEET PILES SHALL CONFORM TO ASTM A328, fy=39ksi. CORNERS AND PILE CONNECTORS SHALL CONFORM TO ASTM A572, GRADE 50. PROVIDE CORNERS AND PILE CONNECTORS AS REQUIRED. SWING SHEET PILE AND/OR PRE —BEND SHEETS AS REQUIRED AT RADIUSED WALL SEGMENT. SECTION PROPERTIES SECTION MODULUS, SMIN=18.OIN3 DEPTH, HMAx=101N SPECIAL INSPECTION THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION PER IBC SECTION 1704. CONCRETE CONCRETE WHICH IS PART OF THE STRUCTURE. REINFORCING STEEL PLACEMENT OF REINFORCING STEEL PILING SEE SPECIFICATONS FOR INSPECTING AND TESTING PROCEDURES SPECIAL GRADING, EXCAVATION * FOUNDATION EXCAVATIONS AND BEARING AND FILLING STRATA. * BACKFILL BEHIND STRUCTURAL WALLS OR SUPPORTING SLAB —ON —GRADE. BRIGHT ENGINEERING, INC. STRUCTURAL & CIVIL ENGINEERING 1809 7TH AVENUE SUITE 1100 SEATTLE, WA 98101 (206)625-3777 FAX: (206) 625-1851 BID DOCUMENTS CITY OF RENTON �Jl o Public Works Department APPROVED FOR CONSTRUCTION / /lla BY: XX DATE: XX - MISCELLANEOUS REFER TO CIVIL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS, PIPING, CONDUITS, EQUIPMENT LOCATION AND ANCHORAGES, ETC., NOT SHOWN. COORDINATE AND VERIFY ALL DIMENSIONS WITH CIVIL DRAWINGS AND VERIFY ALL. DIMENSIONS AND CONDITIONS AT THE PROJECT SITE PRIOR TO STARTING WORK AND NOTIFY THE ENGINES; IMMEDIATELY OF ANY DISCREPANCIES. SUBMIT ALL REQUIRED SHOP DRAWINGS AND RECEIVE THEIR SATISFACTORY REVIEW FROM THE ENGINEER, PRIOR TO FABRICATION. STRUCTURAL SYSTEM HAS BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STRUCTURE. PROVIDE TEMPORARY ERECTION BRACING AND SHORING AS REQUIRED FOR STABILITY OF THE STRUCTURE AND ADJACENT STRUCTURES, DURING ALL PHASES OF CONSTRUCTION. REFER TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE GENERAL NOTES. ABBREVIATIONS LOC LOCATION LONGIT LONGITUDINAL @ AT LP LOW POINT NE EPDXY COATED BARS MAX MAXIMUM BOT BOTTOM MIN MINIMUM BRIG BEARING MISC MISCELLANEOUS CJ CONSTRUCTION JOINT N/A NOT APPLICABLE CL, CENTER LINE NF NEAR FACE CLR CLEAR NTS NOT TO SCALE CONIC CONCRETE CONT CONTINUOUS OC ON CENTER, CENTERS OD OUTSIDE DIAMETER DIA DIAMETER OF OUTSIDE FACE DWG DRAWING OPNG OPENING OPP OPPOSITE FA EACH TIFF EACH FACE PSF POUNDS PER SQUARE FOOT L ELEVATION PSI POUNDS PER SQUARE INCH S EACH SIDE W EACH WAY R RADIUS EXIST EXISTING REBAR REINFORCEMENT BAR REF REFER TO / REFERENCE FDN FOUNDATION REINF REINFORCEMENT OR REINFORCING FT FEET OR FOOT REQD REQUIRED FTG FOOTING SECT SECTION HORIZ HORIZONTAL. SHT SHEET HP HIGH POINT SIM SIMILAR SPCG SPACING ID INSIDE DIAMETER STD STANDARD IE INVERT ELEVATION IF INSIDE FACE TYP TYPICAL IN INCH INFO INFORMATION UNO UNLESS NOTED OTHERWISE JT JOINT VERT VERTICAL KSI KIPS PER SQUARE INCH ws/ VOTH WP WORK POINT L LENGTH OR ANGLE WSDOT WASHINGTON STATE LB POUND DEPT OF TRANSPORTATION T 343036 LEGEN D DESIGNATION SECTIONrx (LETTER) SCALE: x DRAWING NUMBER OF SHEE- WHERE THE SECTION IS SHC (DASH IF ON SAME SHEET) DESIGNATION DETAILa (LETTER) DETAIL DESIGNATION (NUMBER)-- t 1I SCALE: x x DRAWING NUMBER OF SHEET DRAWING NUMBER OF SHEE- WHERE THE DETAIL IS SHOO (DASH IF ON SAME SHEET) WHERE THE SECTION IS SHOWN (DASH IF ON SAME SHEET) -- DRAWING NUMBER OF SHEET WHERE THE SECTION IS SHOWN (DASH IF ON SAME SHEET) X/XX SECTION DESIGNATION (LETTER) SECTION C U T RAINIER AVENUE S (SR 167) S G RA DY WAY TO S 2 N D ST STRUCTURAL NOTES, ABBREVIATIONS, LEGEND AND CONCRETE WALL DETAILS c D C . D G D a �. CONCRETE .. e `' 1 a r/r t R I H GROUT 36__ DRAWING NO. PROJECT NO. TED403430 FED AID NO. -CM0167(048) DATE: NOV 2011 SHEET NO. 36 OF 304