WPC  2"B` ZpXArial ItalicArialArial Bold#|HP LaserJet 4 PlusIIHPLA4PLU.PRS2xCQ\'sZX9ND,C2xjAG;X1mC9,  Xm2PG;XP/qC:,cXq2pPG;X2n TOT|O "m+^99Ipp.DDNt9D99pppppppppp99tttp̅}9ep}}999\p.ppepp9pp..e.ppppDe9peeeeE5EtD9sZDDD9DDDDDDpD|9pppppȰepppp99999999pppppppppepp|pepppppeeee|pppppppppppp9.999.99Xeep.p:p.pDp.pxppppȼDDDeeee}L}9}9ppppppe}e}e}epp.pDe}9ee|pp8dp,(,WddddddddddddddddddddddddddddddddddddddddNHxxHlpD|pppppLJpDHpD,,DDpDDxppxHxxHsdd,DdD"dxdldtxxd"4^DDV6OOYAOAADDAwDADn6wD66w6RwDwwwuR?ROAnOOODOOOOOOuOAwCCCCCCCCwwwwwwA6AAA6AAgww6A6[6RRRwwwwTDDwuuu6RwDwwDu414WddddddddddddddddddddddddddddddddddddddddNTT~PYVPTO33PPPPTTyuu3OuO"uu~uu"m+^:D`pp8DDLt8D88ppppppppppDDttt|Đ|8p|||D8Dtp8p|p|pD||88p8||||LpD|pppdL8LtD8ttDDD8DDDDDDpD|8pppppȰppppp88888888|||||||||pp|||p||ppppppppppp||||||||88888888ppp|8|L|8|`|8|||||ȼLLLpppp|`|D|D||||||p|d|d|d||8|Lp|Dpp||:dp,0,WddddddddddddddddddddddddddddddddddddddddNHxxHppD|pppppLHpDPpD88ddpDDxppxHxxHs||8ddD"dxxldtxxd2  P #Xp2PQ XP#e  yxdddy Jicarilla Dulce|'`v(#5Conceptual Design   V.XSTRUCTURAL DESIGN CRITERIA (#  XThe twelve 6 ft. by 6 ft. precast boxes for the service spillway will also serve as a bridge for traffic across the top of dam to the west side of the lake and should be designed for an AASHTO H20 loading. If at all possible, the boxes will be founded all on sandstone foundation. If necessary, problems of founding a portion of the boxes on fill will be considered in final design.(# XThe new outlet will be an SCS style trickle tube structure equipped with a bonnet type trash and fish screen. The outlet pipe will be 36 inch precast concrete with bell and spigot joints. The pipe should be forwarded on a concrete cradle and capable of carrying the overlying embankment load.(# XAll concrete used will be 3000 psi with air entrainment and will probably be transit mix from an off reservation source.