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3/4" THICK CHECKERED COVER PLATE WITH 1/2- 3 SIDES <br />DIA, 13 TO THREADED LIFT HOLE IN CENTER OF 2 <br />PLATE - PROVIDE CAP/PLUG 5559-3 <br />POWDER -COAT PER G.S.N. SIMILAR TO CARBON <br />STEEL TRENCH EMBEDS AT TOP OF WALL AND LIDS GRADE PER CIVIL <br />"aammwt <br />TRENCH SLAB <br />JOINT SEALANT Wi4 / <br />FOAM BACKING ROD <br />PER G.S.N. <br />SUMP WALL REINFORCEMENT TO <br />MATCH TRENCH PER A/S559-2 <br />I <br />REINFORCEMENT NOT <br />SHOWN FOR CLARITY, TYR of <br />SUMP SLAB REINFORCEMENT TO <br />MATCH TRENCH PER A/S559-2 HYDROPHILIC <br />A S.N., ttP. TOP PER <br />\ — ..N. <br />\Y <br />PL 1/2" W/ (2) 1"0 A325 BOLTS <br />PRECAST LID 1 <br />WITH HATCH <br />AS OCCURS <br />i <br />BEAM PER PLAN / / 5/16 <br />AS OCCURS 5/16 <br />1/2" <br />/— <br />�LID LEDGE PER PLAN AND DETAILS <br />L8x41/2a0'-8" LLV (CUT SHORT <br />LEG TO 3") W/ (4) 3/4" DIA. x <br />4" LONG HEADED STUDS <br />BEND ANGLE AROUND <br />- 1 CORNER 6" <br />T - _ <br />1 1/2" TYP7 1 112" , TYPd m <br />3 � <br />S559-3 ` —Li, IS _1H.PEn11RJ 3_C. EMBED ANGLE EMBED ANGLE 0 CORNER <br />SUMP SECTION TRENCH LID SUPPORT BEAM SECTION <br />SCALE: 1" 1'-0" S559-3 SCALE: N.T.S. 5559-3 <br />W8x24 SUPPORT BEAMS AT ALL EDGES OF TYP. FUTURE PIPE PENETRATIONS <br />HATCH. COORDINATE BEAM LOCATIONS WITH PER MECHANICAL. SCAN <br />HATCH AND LID MA14UFACTURER. CONCRETE TO LOCATE AND <br />5559-3 MINIMIZE THE CUTTING OF 1'-6" SQUARE x <br />tw — — — EXISTING REINFORCEMENT. — — — — Y-0" DEEP SUMP <br />o <br />1 LL <br />5559-3 <br />S559-3 <br />F_ <br />116" PIPE PENETRATION PER MECHANICAL. <br />SCAN CONCRETE TO LOCATE AND MINIMIZE <br />THE CUTTING OF EXISTING REINFORCEMENT. <br />---------- i <br />� I I <br />\ __J <br />M LE I. AHS 24"x36' FRAME OPENING H2O <br />LOAD -RATED HATCH CENTERED ON AND CAST <br />3 1/4" _ _ 2'-0" 3 1 4" IN TO PRECAST CONCRETE LID PER <br />FIELD VERIFY FIELD VERIFY MANUFACTURER'S RECOMMENDATIONS <br />ENLARGED TRENCH PLAN <br />SCALE: 1/2" = 1'-O" <br />S454-1 <br />PRECAST LID <br />BEAM PER PLAN TO <br />ALIGN WITH INTERIOR <br />EDGE OF HATCH FRA <br />HATCH FRAME i HATCH PER PLAN <br />BEAM PER PLAN <br />CONNECTION PLATE AND <br />BOLTS PER B/S559-3 <br />HATCH SUPPORT BEAM SECTION <br />SCALE: N.T.S. 5559-3 <br />COVER PLATE 2° � 1/4" <br />//JOINT SEALANT PER G.S.N <br />/ ,�CONT. i x 3/4 BAR <br />L3x3x1/4" WITH 1/2" <br />DIA. x 4" LONG HEADED <br />STUDS AT V-6" O.C. <br />COVER PLATE EDGE DETAIL <br />SCALE: 3" = 1'-0" S559-3 <br />wl'a <br />N <br />TRENCH BASE SLAB <br />REINFORCEMENT -: <br />ra <br />is <br />TRENCH BASE SLAB <br />REINFORCEMENT <br />REINFORCEMENT TO MATCH <br />SIZE AND SPACING OF TRENCH <br />BASE REINFORCEMENT <br />LAP SPLICE WITH <br />LONGITUDINAL REINFORCEMENT <br />IN UPPER AND LOWER SLABS <br />TRENCH BASE STEP DETAIL r3__� <br />SCALE: N.T.S. 5559-3 <br />SITTS & FALL <br />ENGINEERS, INC. <br />CIVIL • STRUCTURAL • SURVEYING <br />4111 <br />p. orvEElzs E'aro-ac<a I nx:Izsaj eiasaus <br />ISSUED FOR CONSTRUCTION <br />n.tp�rw,wv.snunlli,camr <br />Project No: 17659 Project Mgr.: BKL <br />AID' `I1- 3, 2020 <br />Proj. Drafter: JOB <br />Proj Engineer: EKE <br />SYM REYSION <br />BY <br />APPROVED <br />DATE <br />SYM <br />REwslorl <br />eY <br />APPROVED <br />DATE <br />IF <br />T K L <br />�' $ T� <br />ACCEPTABILITY <br />S DESIGN AND <br />SPECIFICATION IS APPROVED <br />DR <br />J. Komla <br />DATE <br />70.01.79 <br />SU3TITLE <br />MISC. DETAILS AND SECTIONS <br />CURRENT <br />REVISION SYMBOL <br />20808468 — — <br />DATE <br />04.03.20 <br />-- SHE PUMPED INDUSTRIAL WASTE 20808469 <br />SITTS <br />BKL <br />04.03.20 <br />� EFK D <br />E. Fletcher <br />10,01.19 <br />SHEET <br />((�� <br />5 55 9® �q <br />y� !e� Sf <br />APPROVED BY <br />DEPT. <br />DATE <br />E. CHECKED <br />CHECKED <br />D. Leslie <br />10.01.19 <br />10.01.19 <br />mE SITE PUMPED INDUSTRIAL WASTE <br />SITE 45-Y® <br />APPROVED <br />JOB NO <br />COMP N0. <br />M a / <br />STRUCTURAL <br />EVERETT, WA <br />20808468 <br />APPRovED <br />owc No. <br />45-YD-S559-3 <br />