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.a <br /> 9 . The existing 18 " sanitary force main aerial crossing, and related support <br /> structures , of Lateral "J" Canal , located north of proposed new bridge culvert <br /> shall be removed and relocated within the headwall structures of the new <br /> bridge/culvert structure. <br /> 10 . Adequate legal access for passage of heavy canal maintenance equipment from <br /> Oslo Road right-of-way to all four quadrants of Lateral "J" right-of-way shall be <br /> provided. <br /> 11 . For that portion of Sub - Lateral J-2 Canal section to be realigned/relocated (during <br /> Phase II bridge-culvert construction) adequate stabilization, including appropriate <br /> armoring of newly filled bank section, shall be provided and shall be maintained <br /> by the County for a minimum period of one year before acceptance and continued <br /> future maintenance by the District . <br /> All <br /> 12 . Future connection to or use of proposed 72 L . F . of 36" RCP culvert (S - 300), <br /> connecting to and running east from proposed new bridge- culvert, will require an <br /> additional permit and approval from the District . <br /> All <br /> J :\MEC\IRF WC D\irfwcd-spec-cond-per# .doc <br /> A. <br />