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I A 0 7 F C H 5 4 m 2 1 O N q PIER I OP?- PIER 4 11I 45'- O q_-- Pli=1z 2 012 PIEf2 3 O 5'- 0 45'-O SYMMETRICAL ABOUT � 1312 I Dla E i � its =1 °l q-_ PIER 3 OR PIE12 2 45'-O 40'- O `E PIE12 4 OF pIEt2 I CAN- - mit F F- L- - - - - -- - - - --- - - - -- - - - - - -- --- - -- -- - - - - - - - - -- --- - -- - - - - -- - - -- - — - - L- - - - - - - - - - - - - - - - - - - - - - - - - - — —a - - - - -- - -- -- -- -- - - - -- - -- - - - -- - S , L - L -- - - - - -- - -- - - - �` - - L _ - - - - - — — — — -- U - -- --- - U3UU - - - --- - L - - - - - - - @� — — -- - - - - - - - - - - - - - — — — — — — — N- - - - - — — — — — — — --� �' F- - - - -- - - -- - - - - -- — -- --- - - — — -- - O — -- -- 11 1 I - — — 1 -- - - - --- -- - - - - - - - - - - - - ,� r------- - --- - 2'-05F2LIGE-- - — -, �----- - ---------� — - - - - - �' -- - - - --- - - - TYP -- -- - - -- -- - - - - - - - - - - - - - - - — — - - - -- —� dU- - - - -- -- -- - — — -- - N - - - - - -- -- - - - ' --- — - — - - - - Q- — — --- — -- - _ --- -- - — �---- ------------------- - --- -- ------ - -- — -- — -- — --- __---- - -- 11 - - J - L- - --- - — -- ---- - - - - -- — — -- - - - - - - - - - -- — — — J �I Qr �- - - - - - - - --- — — — - - -,1- - '- ! - - - — — — — - - -- -- _ - s - - - - - - - - -- -- — — _- - - - - - - - -- — — — -- — — -- -- — — -J-- — - - - - --- - - - - - - -- -- -- -- --- -- _� I-OF i-- - ------- --------- - - - -- - --� I IS I TYP7 J -- - - ---- - - -- J Q! t- _ - — — — — — -- --- — - - - ' r- - - -- -- -- -- - - - -- -- — --- --- — — -- - -- - -- — — CT - - - -- — - -- — -- — 1F �i• ti. - _ _ Or- 1 -- --- --- - - - --T F012 G A P B EA M I TOP BAR SPLICES .' I PILE R5 0 - 0 MDSPAN ONLY —/ - 3-0 DETAILS -SEE NOTE.: FOR TRANSVERSE D15T121BUTION L� END OF ORAWIN(a 53 3' 3,-9 ' E STEEL -SEE 3'-D RI END OF SLAB �/OIDS (TYP) PL 5g@ SECT ON /54 I I'-O 11'-O SL-AD VOlG3 SuPPOIZT5 ONLY 1 I'-O 11'- O S 4 END OF SLAi3 1101 DS TOP STEEL BOTTOM STEEL (TOP STEEL TO BE EPDXY COATED) 2-„l SLAB REINFORCING PLAN SCALE : 3/16' = 1'- 0 TRAFFIC 5APFlER SEE D12AW1N16 55 GoNCR�T� I.UCq !'LATE FO6 ( I/2" 1-IG�NC�� 1�Od fTTC?C�INN�L 0 0 '� o' ip o e• •�� �� c o p\ 1 2I/f" O STD F/Pe e2EE SECTION 4/,2 THREADED IN5�fiT )'OFi I/2" 0 CgALV 15OLT (4,00D LB. MIN PULLOUT- 5tr2if-:NJ 4 I'�1� PLATi✓• �,erJ N�AbS -F- D>�ILLIIVC-�. NOTE, ONE VENT SHALL >3E PROVIDED NEAR CAT. NO.5-IZ EACH END OF EACH VOID. VENTS SI-+ALL BE PLACED IN STRAIGHT LINE5 PARALLEL TO THE CENTERLINES OF BEARING• HOLES SHALL BE KEPT POSITIVELY OPEN THROUGH THE BOTTOM FORMS DURING THE PLACING AND CURING 01= THE CONCRETE, I it �3r4" ttl VENT HOLE �I C l� .v DETAIL S4 i NO SCALE 5 4 3 2 ONE INCH AT FULL SIZE IF NOT ONE INCll SCALE ACCORDINGL 1 ON t'1='OFF-F' �(2AClCET ��Rdt�1W�LL NO. 3, FIG. I yam) oF w'��i�2 qQ `�erv�, i'IPE �v, �?` 11 WEST pIPE pR �EOv�.� INTALlr EACH slnE Or PIPEIre' APPROVED FOR CONSTRUCTION y '_�' ' =® ,��•' F�Zl EACH JOINT. 2 / �--- 3��-�' Y OF RENTON C PUBLIC WQAJ DIRECTOR DATE 'PD 'Pr. 9788 SECTION ��. GISTE�®'® 9EGIg1tP�`. e+� s4 AS CONSTRUCTED W-749A/SHT 8 OF 22 `�onrAL��,,,,���� SCALE : 3/811 = 1'- 0 DATE FEB. 1985 ln-,00I QDAa I.fcl;? I r4 , [DM NED • DATE JAN 184 Z KEVISE PIPE I4AN6tER. LO(,ATIOAJ DIN 3/8,4 J. M =►% METROMunicipalityof Metropolitan Seattle BROWN AND RENTON TREATMENT PLANT N SCALE: ARMS:AO0262 3. C o.# I B'" 3 8` CALDWELL � ,�%, e/oni qs NOTED S. W. 7th STREET BRIDGE FILE: 4 G.C. MEND��DRAWINL30F JRCONSULTING ENGINEERS Engineers Architects Planners ENLARGEMENT HESEATTLE, WASNINGTON SLAB REINFORCING DETAILS V N0 R E `,/ I S 1 0 N BY 0 A T E ,, �` SHEET TELEDYNE POST N30824 A C D E �% F G ! ;vp SCANNED Ma 2 8 2003 IL 1\HV Iu -J \I 11- / , L V ll l /l—nV Yt! 1— J SEE DETAIL C/54 11 PIPEvP1='oRi" C3RAcKE PIPE HANGER PIPE HANGER- FOP- lZ WA - TER-. PIPE B ((IRINNEL. N0.3, F16. 199 DETAIL SPACE @ IZ -0 MQXIK/lUM OR EC��A�-), i�15TALL ONF��r \�S4 SEE DETAII, i3�S4 SI D� OF -'PIPE, 21/z' FROM NO SCALE IZ" WATER PIPE EACH JOINT. 4 0 y 1 CD m Q -A 0 1 z z co