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<br />DAMQ <br />CREST. <br />GAGE <br />HT. 42.1 <br /> <br />N'W'S'=l <br />GAGE <br />_ ~T~O.4 . <br /> <br />3'1: <br /> <br />... <br />~ <br />'" <br />.!!. <br /> <br />o <br />.... <br /><::l <br />~ <br />It <br /> <br />.... <br />I <br />S <br /> <br />.... <br /> <br />~ <br />~ <br />~ <br />~ <br />l:2 <br />~ <br /><:> <br />! <br /> <br />NOTES <br /> <br /> <br />B.2' <br /> <br />2' <br /> <br />2' <br /> <br />4.2' <br /> <br />1:l: <br />'J1 <br /> <br />~ SECOND CREST RAISE <br />'Y cone. = 149 pet <br />fc = 3000 psi <br /> <br />/ JOINT #1 <br /> <br /> <br />_L___________________ <br /> <br />~ FIRST CREST RAISE <br />'Y cone. = 137 pet <br />fc = 1000 psi <br /> <br /> <br />2' <br /> <br />6' <br /> <br />12' <br /> <br />4' <br /> <br /> <br />1. 'Yconc. = UNIT WEIGHT OF CONCRETE USED IN ANALYSIS. <br />2. f~ = COMPRESSIVE STRENGTH OF CONCRETE USED IN ANALYSIS. <br /> <br /> <br />JOINT #2 (BASE OF CREST RAISE SECTION), <br />GAGE HT. 30.1 <br /> <br />, 1 ' <br /> <br />~ ORIGINAL DAM_____________ <br />fc = 3000 psi ~ <br /> <br />(NOT TO SCALE) <br /> <br />DeWeese-Dye Ditch and <br />Reservoir Company <br /> <br />DeWeese Dam Evaluation <br /> <br />~ <I GEl Consulta~ts, Inc. <br /> <br />Project 94311 <br /> <br />Dee. 1994 <br /> <br />Fig. 1 <br /> <br />DEWEESE DAM <br />CREST RAISE SECTION <br />