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<br />BALLAST <br />2482 CUBIC YAROS PER MILE <br /> <br /> <br />:f-o" <br /> <br />7:"0" <br /> <br />7:"0" <br /> <br />~~\ <br /> <br />3'-0" <br /> <br />....P., \ ~_ <br />,. <br />< <br /> <br />EXHIBIT B <br /> <br />NOTE: <br />Reduce ongle of slope where soil <br />conditions require. <br />Quantity of bollast required per mile <br />is theoretical, plus a 2 % allowance <br />for loss, depressions in roadbed, etc. <br /> <br />t') <br />r..~ <br />c::) <br />(.) <br /> <br />, <br />, <br />, <br /> <br /> <br /> <br />IO'FOR EMS. UP TO 10. HIGH <br />IZ'FOR EMS. OVER 10' HIGH <br /> <br />10'-0" <br /> <br />'.., "''' . 1 <br /> <br />~ .j <br /> <br />Refence Union Pacific Railroad Drawing C.5./ <br /> <br />UNITED STATES <br />OEPARTMENT OF THE fNTERIOR <br />BuREAU OF RECLAMATION-REGION 7 <br />MISSOURI RIVER BASIN PROJECT <br />SOUTH PLATTE DIVISION-CO'fRADO <br />NARROWS UNI <br />F?ELOCATlON UNION PACIFIC F?AILF?OAD <br />TYPICAL SECTIONS <br /> <br /> <br />DRAWN__R..-t!~E!..__ _ _ _ SUBMITTED_ _ _. <br />TRACED. R.~:B._ _ _ _ Rf/i,oItf~N9.fJ <br />CHECKEo:X-'t??..A Jo?ftr.'bi'.!!r N ENGINEER <br />DENVER,COLORADO NOV..2Z,I96 553- 700- J5 <br /> <br /> <br />EMBANKMENT <br /> <br />EXCAVATION <br />