WPCd  2BHZ[Arial#|(Z[2PP"m^00=__r&99Cd0900__________00ddd_rr||ri|0Vr_|r|ri|rrri000P_&__V__0__&&V&____9V0_V|VVV9-9d9099999%999999S9i0]J]J]J]J]JVDMGMGMGMG+(+(+(+(`M]J]J]J]J]M]M]M]MVJ]J]_i]JVJ]JVJr_r_r_|V|V|V|V|_r_r_r_r_______|_|_0(000&00uPVrV_&_&_&G;_&|_|c|_|___|9|9|9rVZDrVrVi0i0i0|_|_|_|_|_|_|rViVM>iV|__&|_|9rVi0rVrV|__|_NPPCPP(PPP4PPPPPPuPCy_y_y_y_y_u[c[c[c[c[44444444}_y_y_y_y_y_y_y_y_l_y_yy_l_y_l_xxxxC+CCC5CCVxx555[I5PPPxpVxxCCC㭠xxlNx5PxCxxNTCPYXAAuuA.4PPPP酅uuuyxx5PuA"m^99Irr.EEPx9E99rrrrrrrrrr99xxxrщ~9gr~‰~999`r.rrgrr9rr..g.rrrrEg9rggggE5ExE9EE"EEE,EEEEEEdE~9oYoYoYoYoYηhQ]U]U]U]U40404040s]oYoYoYoYo]o]o]o]hYoYor~oYhYoYhYrrrggggrrrrrrrrrrrrr90999.99`ggr.r.r.UFr.rwrrrr•EEEgkQgg~9~9~9rrrrrr•g~g]J~grr.rEg~9ggrrrNH9nrE~rrrrrLKr??ddr?',EErEErrzzdddsgg.Ed?2FXb "m^9Earr9EEPx9E99rrrrrrrrrrEExxx~ɕ~9r~~‰~E9Exr9r~r~rE~~99r9~~~~PrE~rrrgP:PxE9EE"EEE,EEEEEEdE~9oYoYoYoYoYηhQ]U]U]U]U40404040s]oYoYoYoYo]o]o]o]hYoYo~~oYhYoYhYrrrrrrr~rrrr~~~~~~~~90999999`rr~9~9~9UF~9~w~~~~•PPPrkQrr~E~E~E~~~~~~ r~g]J~g~~9~Pr~Err~~~NH9rrE~rrrrrLKr??ddr?1,ggrEErrzzddds~~9gd? P #Xp2PQXP#+  yxdddy Jicarilla LaJarax'`V(#5Conceptual Design   V.STRUCTURAL DESIGN CRITERIA XStructural items include the new SCS trickle tube outlet works, the improvements to the existing spillway, a concrete weir wall and training walls for the diversion dike and a single 6 ft. by 6 ft. precast box culvert in the middle dike if it is raised to elevation 7340.5.(# XAll concrete would be 3000 psi with air entrainment from an off the reservation plant. The outlet pipe would be a 36 inch precast reinforced concrete pipe founded on a concrete cradle and adequate for the embankment loading.(# XWeir walls and training walls for the spillway improvement and diversion dike spillway would be designed in accordance with U.S. Army Corps of Engineers EM111022502, Retaining and Flood Walls.