|
<br />000951
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />;j, d.jt, .il
<br />
<br />,
<br />'J
<br />
<br />T. ".~~ > j
<br />
<br />'I' ~.'.".'
<br />"l
<br />"li
<br />'j'l
<br />p~,:
<br />p,
<br />~'..~
<br />'f
<br />ii.
<br />i., "
<br />" ~".
<br />J .,5-
<br />F .':~-
<br />, ,./
<br />~ ~'.J:'
<br />;; ;i'~-
<br />}i\
<br />a if
<br />, ,f
<br />~. '."
<br />F[t"
<br />. .
<br />, '
<br />t i,';
<br />f' .'
<br />f ,".'
<br />~ '1
<br />J;:i...
<br />
<br />~- }.~
<br />" .'.:.',....
<br />u
<br />. ~-:f!
<br />z'q
<br />r .d~
<br />H '(i
<br />t '
<br />. rl
<br />, ,~
<br />i .:~
<br />~, .'.
<br />
<br />~!jJ'.'
<br />."
<br />, ,
<br />t '.
<br />~.l'
<br />.;", .'
<br />. .~'
<br />HI"
<br />~ ;,'
<br />ii-I;'
<br />f!'
<br />" '
<br />'......,
<br />I" .
<br />.. "\
<br />~ ~"-'
<br />t .~:
<br />l.ii'.I......
<br />1 :l
<br />~ Ii
<br />. "
<br />i ;
<br />I ;,-
<br />. ,...'..'....il
<br />~'!
<br />
<br />d.~
<br />g .10
<br />~. il....
<br />J" .
<br />~. ~ '.
<br />~,
<br />. ~ ,
<br />l ~i"..
<br />' "
<br />'! :'
<br />Ii. ',~
<br />nIl
<br />I. :.' :..'
<br />, '
<br />~ .;J
<br />';i
<br />it
<br />U'
<br />vd
<br />, "!
<br />r~
<br />" ;, -, ,,~
<br />;i!.., ."ilo~.:'...~~,..<.l; ;.,..di..~w.:it'
<br />
<br />The Creek Crossing for the water main shall be as
<br />
<br />shown on the Drawing encased in concrete for pro-
<br />
<br />tection against floods.
<br />
<br />The Railroad Crossing
<br />
<br />shall be bored as shown on the Drawing and the
<br />
<br />water main shall be installed and properly supported
<br />
<br />to prevent the pipe from bearing on the bells in a
<br />
<br />suitable sized, standard gauge, steel pipe casing.
<br />
<br />The Highway Crossing shall be bored and the water
<br />
<br />main properly supported and installed in a suitable
<br />
<br />sized, standard gauge, steel pipe casing.
<br />
<br />The Pressure Booster Station shall be constructed
<br />
<br />as shown on the Drawings.
<br />
<br />The concrete shall consist
<br />
<br />of a clean, durable, well graded aggregate; ce~ent
<br />
<br />conforming to the latest revision of ASTMC-150,
<br />
<br />Type II and the water shall be clean and free from
<br />
<br />oils, acids, salts, and deleterious substances.
<br />
<br />Reinforcing mesh shall be new-intermediate grade
<br />
<br />billet stock conforming to the latest revision of
<br />
<br />ASTH A-15.
<br />
<br />The reinforcing mesh shall be placed
<br />
<br />32
<br />
<br />" ~'1, '~":''':'~-''.L- ~.'-;.,", "..jj.
<br />
|