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,4 <br />u <br />0 <br />I <br />0 <br />Lu <br />Q <br />V) <br />cy- <br />uJ <br />J <br />v <br />Cn <br />0 <br />MF <br />0 <br />Cn <br />I <br />i <br />0 <br />I <br />I <br />0 <br />Ce <br />TRENCH SECTION <br />CID SCALE: 1 " = 1'-0" <br />C1 <br />CD <br />EXISTING TRENCH LI <br />EXISTING TRENCH WALL <br />DOWELS EMBEDDED 5" IN El <br />G.S.N. TO MATCH SIZE AND <br />OF AND LAP SPLICE WITH TI <br />< WALL AND SLAB REINFORCEN <br />W LJJ <br />SCAN VAULT WALL TO LOCAT <br />o Q0 > TO AVOID CUTTING REINFORC <br />ck� I� <br />c� <br />0- �w <br />-HE <br />N EXISTING TRENCH SLAB <br />I <br />0 <br />0 <br />C <br />F- <br />C/� <br />Cn <br />o HYDROPHILIC WATERSTC <br />U) PER G.S.N. TYP. AT AL <br />CONCRETE INTERFACES <br />WITH EXISTING STRUCTUwvt KILY <br />V) TRENCH AT EXISTING TRENCH <br />LLJ <br />INTERFACE SECTION <br />Or <br />„ 9 " <br />S304-3 <br />GRADE PER CIVIL---- <br />8" x (DEPTH - 9") x 3/8" <br />THICK SS EMBED PLATE EA. <br />SIDE OF TRENCH AT 8'-0" <br />O.C. WITH (2) 1/2" DIA. x 4" <br />LONG HEADED STUDS AT 9" <br />O.C. MAX., SPACED 6" APART <br />IN TRANSVERSE DIRECTION <br />1 1/2" WIDE x 2" DEEP <br />CONTINUOUS CONCRETE <br />"GUTTER" BLOCKOUT <br />AT TRENCH 8" MIN. EDGE <br />LID JOINTS DISTANCE, TYP, <br />B 6" THICK PRECAST <br />S304-3 CONCRETE TRENCH LIDS <br />WIDTH PER PLAN <br />#4 AT 6" O.C. <br />® - <br />Al <br />r� <br />#5 AT 9" <br />O.C. <br />3,) 81) <br />9 InIXI1 MITI i r-nAAA <br />CHEMICAL -RESISTANT <br />COATING PER G.S.N. <br />BULLNOSE GROUT AT <br />CORNERS FOR APPLICATION <br />OF PROTECTIVE COATING <br />SLOPE 2% <br />TRENCH LIDS <br />BEYOND <br />TRENCH REINFORCEMENT <br />NOT SHOWN FOR CLARITY <br />TRENCH WALL <br />TRENCH SLAB <br />o SCALE: 1 = 1 _® 5304-1 5304-2 S304-3 <br />I <br />rn <br />SYM REVISION <br />ORIG PIW UPGRADES ADDENDUM A <br />Ln <br />1n <br />csa <br />0 <br />9 <br />DY APPROVED DATE SYM <br />20808468 SITTS BKL 01.25.21 <br />A <br />1 1/2" <br />P. TYP. <br />8" 3" <br />PL 1 /9" W/ (9) 1 "d A.�7Ei Rnl TS <br />PRECAST LII <br />WITH HATCF <br />OCCURS PE <br />3/4" DIA. x 4" GAL V. STRAIGHT COIL LOOP INSERT <br />EA. CORNER, (4) TOTAL, PROVIDE STOPS/CAPS <br />DAYTON SUPERIOR 816 OR APPROVED EQUIVALENT <br />C6x13 FRAME AROUND COVERS WITH 1/2" <br />DIA. x 4" LONG HEADED STUDS AT 12" O.C. <br />MITER AND WELD AT CORNERS <br />#5 AT 6" O.C. <br />#5 AT 9 O.C. LAP SPLICE <br />WITH SLAB REINFORCEMENT <br />- HYDROPHILIC WATERSTOP <br />PER G.S.N. TYP. <br />8" x 4'-989 x 3/8" THICK SS EMBED PLATE AT <br />8'-0" O.C. WITH (14) 1/2" DIA. x 4" LONG HEADED <br />STUDS SPACED 6" APART IN TRANSVERSE DIRECTION <br />S304-LS304-3 <br />L8x4x1/2xO'-8" LLV (CUT SHORT <br />LEG TO 3") W/ (4) 3/4„ DIA. x <br />4" LONG HEADED STUDS <br />EMBED ANGLE EMBED ANGLE @ CORNER <br />TRENCH LID SUPPORT BEAM SECTION <br />rG_'� <br />SCALE: N.T.S. 5304- 1, 5304-7 5304-3 <br />REVISION BY APPROVED DATE <br />TRENCH LID JOINT SECTION <br />SCALE: 3" = 1'-0" <br />V-7" REF. <br />1/2" JOINT WITH FOAM BACKING --�/ <br />ROD AND SEALANT PER G.S.N. <br />TRENCH LID <br />BEYOND --- <br />TRENCH REINFORCEMENT <br />NOT SHOWN FOR CLARITY - - -- -- - <br />TRENCH WALL <br />NOTES: <br />1. SEE A/S304-3 <br />FOR ADDITIONAL <br />INFORMATION. <br />S304 3 <br />10" REF. <br />EXISTING PRECAST <br />WALL AND FOOTING <br />o� <br />CD <br />ti <br />#5 AT 9" O.C., EMBED 5" IN <br />ADHESIVE IN EXISTING <br />TRENCH WALLS PER G.S.N. <br />HYDROPHILIC WATERSTOP <br />PER G.S.N. TYP. AT ALL <br />CONCRETE INTERFACES <br />WITH EXISTING STRUCTURE <br />PAVEMENT PER CIVIL <br />1/2" EXPANSION JOINT <br />FILLER WITH SEALANT <br />#5 AT 9" O,C., EMBED 5" IN <br />ADHESIVE IN EXISTING <br />TRENCH BASE PER G.S.N. <br />8" EXISTING TRENCH BASE <br />EXISTING <br />TRENCH INFILL <br />WALL SECTION C <br />SCALE: 1 " - 1'-0" <br />S304-1, S304-2 S304-3 <br />1/2" JOINT WITH FOAM <br />- - #5 @ 9" O.C. EMBED 5" IN EXPDXY PER G.S.N. <br />BACKING ROD AND <br />SCAN VAULT LID TO LOCATE DOWELS TO AVOID <br />co <br />® <br />SEALANT PER G.S.N. <br />CUTTING REINFORCEMENT <br />PAVEMENT PER CIVIL <br />_ <br />TRENCH LID BEYOND <br />(3) #5 CONTINUOUS <br />g I <br />I <br />TRENCH REINFORCEMENT <br />3 <br />t <br />NOT SHOWN FOR CLARITY <br />TRENCH WALL <br />ry L.J <br />EXISTING VAULT LID AND WALL <br />— TRENCH SLAB <br />DOWELS EMBEDDED 5" IN EPDXY PER a I u <br />G.S.N. TO MATCH SIZE AND SPACING �'� DOWELS EMBEDDED 5" IN EPDXY PER <br />re <br />OF AND LAP SPLICE WITH TRENCH G.S.N. TO MATCH SIZE AND SPACING <br />WALL AND SLAB REINFORCEMENT OF AND LAP SPLICE WITH TRENCH <br />HYDROPHILIC WATERSTOP PER G.S.N. <br />SCAN PIT WALL TO LOCATE DOWELS WALL AND SLAB REINFORCEMENT <br />TYP, AT ALL CONCRETE INTERFACES <br />TO AVOID CUTTING REINFORCEMENT SCAN VAULT WALL TO LOCATE DOWELS <br />WITH EXISTING STRUCTURE <br />TO AVOID CUTTING REINFORCEMENT <br />EXISTING PIT WALL <br />i <br />TRENCH SLAB ®� - HYDROPHILIC WATERSTOP PER G.S.N. <br />10" REF. TYP, AT ALL CONCRETE INTERFACES <br />FIELD VERIFY WITH EXISTING STRUCTURE <br />TRENCH AT 40-051 BUILDING EXISTING <br />MALL INTERFACE SECTION <br />SCALE: 1/2" = V-0" <br />L2x2x1 /4" WITH 1/2" <br />S304-' S304®3 <br />NOTES: <br />IfiIItIY f`i'AI Aw11 1A,ITI I 1. SEE A/S304-3 <br />FOR ADDITIONAL <br />INFORMATION. <br />TRENCH LID EDGE DETAIL <br />SCALE. 3" _ 1,-0„ <br />DRAWN <br />K. _ ACCEPTABILITY J. Kamla <br />THIS DESIGN AND/OR CHECKED <br />SPECIFICATION IS APPROVED E. Fletcher <br />ENGINEER <br />APPROVED BY DEPT. DATE E. Fletcher <br />CHECKED <br />B. Leslie <br />/8" THICK ADHESIVE -BACK <br />SSIBLE BUTYL GASKET <br />')TER-CARR PART # 8609K49 <br />'ROVED EQUIVALENT) <br />S304-3 <br />V-4" REF. <br />FIELD VERIFY <br />TRENCH AT EXISTING VAULT <br />INTERFACE SECTION <br />SCALE: 1/2" 1'-0" <br />r DCN 71 � <br />P,PRIL 30,2021 � <br />S304- 11 S304-3 <br />W <br />sittsfip, hill <br />CIVIL I <br />STRUCTURAL I SURVEY <br />4815 CENTER STREET J TACOMA, WA. 98409 <br />PHONE: (253) 474-9449 I FAX: (253) 474-0153 <br />http://wvm.sittshill.com/ <br />Project No.: <br />17659 <br />Project Mgr.: BKL <br />Proj, Engineer: <br />SDS <br />Proj. Drafter: JDK <br />1U.U1,"IJ <br />SITE 40—YD 20808468 <br />STRUCTURAL EVERETT, WA DWG No. 40-YD-S304-3 <br />01.25.21 <br />