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r <br />i <br />d <br />L,N <br />Lour <br />.x y+0 <br />B "checkered Plate, chrpyed <br />6 amooth under hinge <br />1'lole for Heap <br />(j Pe .. ! ^ r y hinges riveted t', p/ and frame <br />_ ^ _ >_ x2 bur, welted { <br />Ancho'r Bo /ts �sho vn Thus. or riveted 6 came - Corners rv� /ded <br />fo - <br />„o DETACH, of HINGE <br />5GALE : <br />t 'J/ e <br />. \ checlrerea steel plate, <br />nrrrhed of sides and split <br />middle . <br />0 //� •! /4„ �'_o` �\ Location of tanlr as Gr. <br />� sh,,, on 330, 9.0 <br />Iony � Topographic r •, <br />. -.:'. . . <br />�.. x f Plan oafed 9ug.25,/938. <br />�i <br />g.� <br />300 30 1 3ti \ Ledge 7 <br />,, � a•- his ^ ° oo. 3��.% <br />1 �h; i \ <br />SECTION B -B <br />PP location o{ l �onchors ! �_;, M <br />• III - �'_ -�_�_ �_. <br />_ <br />ides. - <br />2ti a{ s oks 1/ �• /Votes: <br />o <br />ofa�e 6 3�f The site has been artrall <br />y P y cleaned ` tv led e <br />R Ise 11�i a 2 3rL9 Contractor should Ytsrt l 9- by the tow'7 <br />to be d s are to determine exeaP <br />one aa`ron <br />Ledge 15 aro be tharou9hly cleaned a <br />nd all loose /edge <br />_ _ _ GocAatron of stand r e <br />P P has been <br />& rrraPed to fire north <br />®• crud -- v+z a`: _ ��t3 °:..:. -tr nm. <br />3 location a'5 show.? o <br />n Topographical plan <br />\ <br />\ \ � 3' S%arrdprpe st1`e of the To , <br />rvn En rneerrny .Depa� dated;. ", <br />Aug- 25r 1933. q _: <br />R /so grades of ledge (shown: 328,0) acrd locat on _� <br />3 3/ exrstrrrg water r e df <br />\\ / ti• P P and tank hate been taken from <br />3 3� the above plan. <br />to hate' - 12:srde5 as <br />slaorvn, <br />330 Anchor Bolts to be provided by Steel; Tank <br />_ Care shcrjj be used rri Contractor. <br />dri vies bolts' into ledge J?ot to <br />__ -_— rn�ure Threads on bolts. <br />A/t anchor rods to be routed into <br />have been _tightened b driving: /sage after sp /rt ends <br />y r <br />Present Concre e <br />/ >z Tarrlr <br />l8 "� Anchor Bolts � hyil4 _. _ { <br />Furnished by ?ank <br />To of concrete 6r. 330.92 <br />3`*'sleeves I- G " /g.�f each 'frf -- 3-¢,.� Rods continuous ' araurj6. <br />anchor 60124% furrirshed b ` ,`� - 20'° 6,, radius , and top. bent . to r ; <br />Pp a¢ breaks, .' <br />y foandafron Can raeton Y r. r, o' furnished by r oundafran Ca <br />Thew, h u •k .i ntractor, ' is <br />t be <br />51¢eves are o <br />filled wri M' R rox. - r <br />h �oui b GrJ of _ excavdtron <br />9 y the �� ;,n Pte; _; ° PP ♦ Present �`- --'-�" „ <br />GYhere anchor bolts are <br />u rt^? APProx- Ledge < <br />Funda ion Confracfor - %r de too long <br />ar`te,- boir`am Yin p l jI Q „¢ , pTh of correret`e found <br />g of r y a ! k'ods; 2 to each / "� '?� contractor 1 atron <br />Ta,rk rs rn place, r r't9 —: _ g anchor bolt. thatof ex shall cut 0117`' head's <br />B` ar /edge, {urnrshed and set b . --' tend !B" into solid split the ends , <br />Y F rrdation contractor, ,and praPide rv�d es <br />6 "Y✓ashers, furnished Bottom. fc` be 2'0' 4 to make them 9 <br />b rb -elov surface of t+ tight rn hays <br />y T nk contractor. ; tr, ., and }op }o be trot /es's thdn 3' O" above drilled into %dge. <br />'i ledge a o less than 3a0„ above waslfer p /aJ`e of <br />cr bolts. These rods to be /ocafed'abauuf / ft, B <br />}'- of anchor bolts. each side <br />n ,r <br />J EGT ION j-�._ -.A <br />_I <br />LEXINGTON _ ..ry <br />r ' TANDPIPE i <br />FOUNDATION! RL At�I <br />{ <br />AND <br />SECTIONS. <br />F <br />I 7 1934 <br />E <br />y <br />�_ _I 977E <br />