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man000164-138
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    W _: v* la b o r t o con stru ct approxim ately 1,6 50 lin e a l f e e t o f s ix in ch ( 6M) ca s t ir o n m ater main in lo c a t io n d e scrib e d as fo llo w s : Commencing a t a con n ection w ith e x is t in g 12" ca s t ir o n m ater main in "A " S tr e e t, la s V egas, Nevada, a t a p o in t I , l t 9 *t5 f e e t n o rth e rly and 19 f e e t m a sterly o f th e Southeast Q uarter o f S e ctio n k, Township 21 S outh, Range 6l E a st, M*D.B*& M ., th en ce con tin u in g w e ste rly 775 f e e t , more o r l e s s , t o In d u s tr ia l R oad, th en ce sou th w esterly in In d u s tr ia l Road a d ista n ce o f 873 fe e t t o an end a t Wyoming Avenue* S u bd ivid er fu rth e r a g re e s , a t h is own exp en se, t o co n stru ct approxim ately 16 lin e a l f e e t o f s ix in ch ( 6" ) ca s t ir o n f i r e hydrant con n ection and t o in s t a ll 2 f i r e hydrants* The estim ated c o s t o f co n stru ctin g s a id m ater main is th e sum o f $4 , 8^0, e x c lu s iv e o f th e c o s t o f co n stru ctin g th e a fo r e s a id 16 fe e t o f 6" ca s t ir o n f i r e hydrant con n ection s and in s t a llin g 2 f i r e h yd ran ts, th e expense o f w hich s h a ll be borne b y th e S u bdivider* 2 , S aid m ater main s h a ll be con stru cted o f 6” ca s t ir o n p ip e and s h a ll be in accordan ce w ith A*W.W*A« s p e c ific a t io n s . A ll jo in t s s h a ll be o f cement and a l l p ip e s h a ll be new B & S ca s t ir o n , equ a l t o A*V*W*A* C lass 15 0 * A ll f it t in g s s h a ll be new, a l l b e l l , ca s t ir o n equ al t o A*V*V*A* C lass 150 , and a l l v a lv e boxes s h a ll be o f c a s t ir o n o f a p p rop ria te s iz e f o r each v a lve* U nless oth erw ise p rovid ed b y th e ap p roval o f a d u ly a u th orized re p re se n ta tiv e o f th e Company, a l l p ip e s , v a lv e s and f it t in g s s h a ll be m anufactured by P a c ific S ta tes Cast Iron P ip e Company o r M u eller Company* A ll p ip e lin e s s h a ll be ch lo rin a te d in accordan ce w ith A.W .V.A. s p e c ific a t io n s , s h a ll b e s u b je c t t o th e ap p roval and accep ta n ce o f S ta te and C ity h e a lth a u th o r itie s , and s h a ll be con stru cted a t an e le v a tio n t o be d esig n a ted by a du ly a u th orized re p re se n ta tiv e « f th e Company, b u t in no even t s h a ll th e re be le s s than 36" o f cov erin g over such m ater m ains* A ll workmanship , m a teria l and th e in s t a lla t io n o f s a id w ater main s h a ll be s u b je c t t o th e ap p roval and accep ta n ce b y a d u ly a u th orized -2- A -9 7