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■ <br />M <br />�F <br />`E <br />0 <br />f <br />W <br />I< <br />m <br />M <br />m <br />w <br />o� <br />Exis+inq : <br />Timber trestle Sill and cap <br />5wir,,j span lock beam <br />2 End floor beams and <br />lock control rod <br />/ Drive Pile as close <br />I III I I III as possible to floor <br />beam member of <br />` swing span. <br />Existing 4 cylinder °� <br />IA d <br />_ L <br />1-93/4 <br />PLAN <br />A <br />DATUM Ass umec/ U.s.c,s. BM. a464- <br />(19 -57) <br />464(193I) Top of Northwest cyl%nder pier taken <br />as E/ev. 5'0.0 ccs shown on original Bridre Plan. <br />FOUNTY OF SAN JOAQUINISCALE:HOHe <br />Protect <br />near I Date I Checked �_ Data Associate Engineer I Do <br />Timber trestle deck -..Swing span deck <br />�� — — — <br />4' 14 " x 20 - 0 ( Exisk;ng) <br />—End floor beam +ru55 C EX'istinq) <br />Replace e.xi4;n9 Sill with /'''— 3 rod - variable. K6ht ( ExtSting) <br />8 x 8 D.F. 5ill and adjust _N -r I Wedges ( full width of Blocking) <br />to plumb +he end cap = <br />of approach span aid reconnec+ 131ockirvj , C 12" width) <br />SIrn%lar to eX�St�n9 (TYPICAL) . <br />Note Cu+ east end Sill to < S/E3" x 36 dr,f+ pint <br />he;9hi . I N �o <br />/ N PL (+- Pical ) <br />End cap awroach SParl <br />Top of timber cap = top of cone, <br />cylinder <br />IZ -Ala U.D.F. cap <br />Approval Recommandad <br />I - .. <br />x 24" drift pin / <br />'3/4" 0 bolt / <br />(Typical) <br />` — 3 x 8 Bracn9 <br />Note, I. Spike all blocking and <br />wedges 'in, po51i-iorL of+er take-up <br />;> wi+h duplex Y\0.05- <br />4' -10 c.c. <br />Driven tirn.ber pile, 20 Ton. <br />5peC;Fo'ed t+p Eley. /3.0 <br />SECTION A- A <br />Scale None <br />Z. Timber and lumber <br />shall be Douglas F %r - Lack. <br />grade no. I . <br />STATE NO. 29C-219 <br />TEMPORARY PILE SENT EIGHT MILE ROAD BRIDGE NO. <br />SUPPORT DETAILS EMERGENCY REPAIRS <br />B Date <br />Sheet No. <br />2 of 2 <br />