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'CE CIDH Pile <br />IY 24"m CIDH <br />Pile, Typ <br />I Rough sawn 4.12 -- <br />c _ timbe[ logging <br />y CL Pile� <br />i _ S <br />Steel soldier pile lagg ng member <br />1 RW LOU Edge of pile <br />WI 2./ Cortrnon w re spike fElange <br />(Gafv-) Typ <br />p n > <br />PART PLAN_. 1/4"ax4(20d)gal' n <br />No Scole common w re 'p <br />ke n - <br />pre dr Iled holes, Typ <br />RW LOL <br />Chain link fence <br />Detail A _ _ _ / Tap of trail <br />— ( I <br />as <br />/ Rough sawn 4,12 <br />timber logging 4k <br />ia 10 <br />E v E v <br />g�ade xs FGIst <br />i � Bottom of <br />lagging <br />E 24"0 CIDH pile <br />E _ <br />E <br />E <br />E <br />TYPICAL SECTION <br />No Scale <br />*No partial lagglaq allawed. Contractor <br />shall adjust bottom of lagging to <br />provide toll size lagging. <br />RW LOL <br />Apprax. OG <br />L <br />1 <br />Timber i <br />Lagging, Typ <br />I <br />PAi—; EVIA..T,FA <br />LAGGING DETAILS <br />No Scale <br />Tap of trail <br />—Roadway section <br />MStrootore Excavation (Soldier Pile Wal) <br />Il�7 Structure Backfill (Soldier Pile Wall) <br />® Lightweight Backfill <br />LMTS OF PAYMENT FOR STRUCTURE EXCAVATION AND BACKFILL <br />Na scale <br />RW LOL <br />W1 2x <br />M. <br />DETAIL A <br />No scale <br />Notee <br />1. TheContractor shall verify all <br />ontrolling Held dimensions belore <br />ordering or tabricating any materlal. <br />2. Timber lagging shall be installed horizontally. <br />GENERAL NOTES <br />DESIGN: AASHTO Standard Specifications far Highway 8ndges <br />with Interim Specification Bridges and as Supplemented <br />by Bridge Design Specification (Caltrans) <br />STRUCTURAL Rough Sown Treated Douglas Fir No. 1 <br />TIMBER: or approved equal <br />CONCRETE: Ca =3,625 psi (Concrete Compressive <br />Strength at 28 days) <br />STRUCTURAL STEEL Shapes—ASTM — A36, fy — 36 ksi <br />