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1 AT TRENCH <br />AJOINTS <br />S555--2 <br />5559-2 <br />EXISTING TRENCH <br />WALL OR CEASE <br />AS OCSURS <br />8" MIN. EDGE <br />3/4" DIA. x 4" GALV. STRAIGHT COIL LOOP INSERT <br />DISTANCE, TYP. <br />EA. CORNER, (4) TOTAL, PROVIDE STOPS/CAPS <br />6" THICK PRECAST <br />DAYTON SUPERIOR B16 OR APPROVED EQUNALENT <br />CONCRETE TRENCH LIDS <br />WIDTH PER PLAN <br />C6x13 FRAME AROUND COVERS WITH 1/2" <br />CIA, x 4" LONG HEADED STUD AT 12" D.C. <br /># 4 AT 6" O.C. <br />MITER AND WELD AT CORNERS <br />8" x 2' 3 x 3/8EATHICK <br />SS EMQED PLATE SIDE <br />OF TRENCH AT 8"-0" O.C. <br />WITH (8) 1/2" DIA. x 4" <br />LONG HEADED STUDS <br />- <br />SPACED 6" APART IN <br />TRANSVERSE DIRECTION —� <br />CHEMICAL -RESISTANT <br />/COATING <br />e/ <br />PER G.S.N. <br />BULLNOSE GROUT AT <br />CORNERS FOR APPLICATION <br />OF PROTECTIVE COATING — <br />,i <br />SLOPE 2% <br />PER CIVIL <br />AT 6" O.C. <br />— #5 AT 9" O.C. <br />LAP SPLICE WITH FOOTING <br />REINFORCEMENT <br />-- #5 AT 9" O.C. <br />—HYDROPHILIC WATERSTOP <br />PER GSA, TYP. <br />NOTES. <br />NOTES: <br />1. SEE 2, 3, 4, AND <br />1. SEE A/S559-2 FOR <br />5/3559-2 FOR TYPICAL <br />ADDITIONAL <br />CONCRETE REINFORCING <br />INFORMATION. <br />DETAILS. <br />r-- <br />- ---- <br />L <br />HICK SS EMBED PLATE <br />CO <br />#5 AT 9° <br />2"'3 <br />C. 14) NG <br />fi"(APART/INTTDRANSVERSEODRECEIONDTSTUDS- <br />TYP. <br />r <br />--T <br />SPACED <br />EP,OBLOCKHERETEP <br />TTyp <br />5 0 <br />OMIT AT CXISTING TRENCH __a_8�_Iq <br />— <br />-L <br />TRENCH SECTION <br />� a1 <br />SCALE: 1" = 1'-0" <br />S454-1 S559-2 <br />db (1" MINIMUM) NOTES; <br />6 MIN. A <br />TOP BAPS ARE ANY <br />1 � 1 <br />HORIZONTAL BARS PLACED <br />SO THAT MORE THAN 12" <br />HOOK BARS IF <br />CLASS "B" LAP SPLICE LENGTH <br />OF FRESH CONCRETE 15 <br />#4x4'-0" AT EA. LAYER OF EXTENSION PAST <br />(IN INCHES) <br />CAST IN THE MEMBER <br />PRIDE. TYR. EA. CORNER OPENING IS NOT <br />BAR CLEARANCE BAR OFFSET <br />BELOW THE REINFORCEMENT. <br />OR POSSIBLE. <br />1 -6. <br />F'-4,500 PSI <br />PROVIDE #4 <br />LAP PER TYPICAL <br />REG <br />i0P <br />B. <br />UNLESS NOTED OTHERWISE, <br />LAP SPLICES IN CONCRETE <br />AT EP, LAYER OF <br />1/5 LAP <br />Q_j <br />#BEAMS, <br />3 <br />18 <br />24 <br />SLABS, WALLS, ANDREINFORCING <br />FOOTINGS SHALL BE CLASS <br />SET 2° CLEAR,MAXIMUM <br />a <br />BUT NOT MORE <br />#4 <br />24 <br />32 <br />°B" TENSION LAP SPLICES. <br />N <br />THAN 6" <br />#5 <br />30 <br />38 <br />C. <br />CONTACT STRUCTURAL <br />C <br />WIRE TIES <br />ENGINEER IF <br />_ <br />#6 <br />36 <br />h6 <br />CENTER-TO-CEMEP, <br />r <br />SPACING OF REINFORCEMENT <br />IS LESS THAN (3) BAR <br />SPLICE RETAIL <br />DIAMETFP,S (UDDER, <br />4db (2 1/2" <br />_ <br />_db <br />MINIMUM) D. <br />LAP SPLICES BASED UPON <br />60 EST STEEL. <br />( <br />WALL OR SLAB REINF. <br />TERMINATED AT OPENING <br />1/2 REINF. TERMINATED AT <br />�- MAXIMUM OPENING <br />DIAMETER, = 14" <br />J INSIDE BEND RADIUS: <br />,2db #3 TO #8 BARS = 3db <br />OPENING. (2) BAR MINIMUM <br />EACH SIDE, 2" CL FROM <br />OPENING SEE LAP <br />SPLTE TABLE <br />BEND AND HOOK DETAILS <br />WALL OR SLAB REINF. <br />TYPICAL CONCRETE REINFORCING BAR <br />TERMINATED AT OPENING <br />DETAIL AND LAP SPLICE SCHEDULE <br />m <br />TYPICAL REINF. AROUND OPENING <br />DETAIL M <br />SCALE: N.T.S. <br />S59-2 <br />SCALE: N.T.S. <br />5559-2 <br />1/2 GAP JOINT SEALANT WITH FOAM <br />1 r BACKING ROD PER G.S.N. <br />TRENCH LID JOINT SECTION <br />SCALE: 3" = 1'-0" S55`9-2 <br />CORNER BAPS SAME SIZE AND SPACING <br />15 PORIZ. REINFORCING LAP PER G.S.N. <br />AND RETAIL 3/S559-2 (24" MINIMUM) <br />ALTERNATE BENDS <br />CONCRETE FOOTING, <br />CONCRETE FOOTING, <br />STEM OR WALL <br />STEM OR WALL <br />REINFORCING PER PLANS, <br />- REINFORCING PER PLANS, <br />SECTIONS, AND DETAILS <br />SECTIONS, AND DETAILS <br />CORNER INTERSECTION <br />TYPICAL <br />CONCRETE CORNER REINFORCING DETAIL <br />SCALE: N.T.S. S55\9-2 <br />NOTES: <br />L2x2x1 /4" WITH 1/2" JOINT SEALANT WITH FOAM 1. SEE P./5559-2 FOR <br />DIA x 4" LONG HEADED BACKING ROD PER G.S.N. ADDITIONAL <br />STUDS AT 1'-6" O.C. INFORMATION. <br />I ' <br />E3x30/4" WITH 1/2" <br />DIA. x 4' LONG HEADED ��% <br />STUDS AT V-6" O.C. 2" x 1/8" THICK TDL GASKET <br />COMPRESSIBLE BUttL GASKET <br />,I (MCMASTER-CARR PART # 8609K49 <br />OR APPROVED EQUIVALENT) <br />1/2" CAP 1 1 2 1/2" <br />TRENCH LID EDGE DETAIL (T) <br />SCALE: 3" = 1'-0" S55`9-2 <br />HOOK BARS IF <br />EXTENSION PAST <br />#4x4'-0- AT EA. <br />OF REINF. TYP. E <br />CORNER SET 2" <br />1/2 REINF.TER6 <br />OPENING. (2) BP <br />EACH SIDE, 2" C <br />OPENING <br />OR SLAB ROLE, <br />INATES AT OPENING <br />ALM OPENING <br />= 3'-0" SQUARE <br />WALL OR SLAB REINE—/ <br />TERMINATED AT OPENING <br />TYPICAL REINF. AROUND <br />RECTANGULAR OPENING DETAIL <br />SCALE: N.T.S. 5559-2 <br />SITTS & HIL,L, <br />ENGINEERS, INC. <br />CIVIL • STRUCTURAL • SURVEYING <br />I <br />vrvorvE:v(rzsal nTa saes I nz�o(sealw o-uas9 <br />ISSUED FOR CONSTRUCTION Proe<, No: 17659 Project Mgr: BKL <br />APED3, G®GU Proj. Engineer: EVE Proj. Drafter: JDK <br />SV61 REVISION BY APPROVED DATE ELM REVISION BY APPROVED DATE ,S K L <br />DRAWN <br />ACCEPTABILITY J. xDrNb <br />DATE SUBTITLE <br />10.0,.19 <br />MISC. DETAILS AND SECTIONS <br />CURRENT REVISIDN SYMBOL DATE <br />20808468 04.03.20 <br />-- SITE PUMPED INDUSTRIAL WASTE 20808468 <br />SIFTS <br />BKL <br />04.03.20 <br />oF .a ko <br />4 �x' `rt <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />E. Fletcher <br />10.01.19 <br />SHEET <br />APPROVED By <br />DEPT. <br />DATE <br />ENGINEER <br />E. FIEt&D, <br />10.01.19 <br />TILE <br />SITE PUMPED INDUSTRIAL WASTE <br />S559-2 <br />CHECKED <br />Q <br />0D1.19 <br />SITE 45-YD <br />JOB NO, <br />COMP N0. <br />D—" <br />APPROVED <br />20808468 <br />APPROVED <br />STRUCTURAL <br />EVE R'ETT, WA <br />DWG No. 45-YD-5559-2 <br />