HomeMy WebLinkAboutRW-409Ar
i
d
L,N
Lour
.x y+0
B "checkered Plate, chrpyed
6 amooth under hinge
1'lole for Heap
(j Pe .. ! ^ r y hinges riveted t', p/ and frame
_ ^ _ >_ x2 bur, welted {
Ancho'r Bo /ts �sho vn Thus. or riveted 6 came - Corners rv� /ded
fo -
„o DETACH, of HINGE
5GALE :
t 'J/ e
. \ checlrerea steel plate,
nrrrhed of sides and split
middle .
0 //� •! /4„ �'_o` �\ Location of tanlr as Gr.
� sh,,, on 330, 9.0
Iony � Topographic r •,
. -.:'. . .
�.. x f Plan oafed 9ug.25,/938.
�i
g.�
300 30 1 3ti \ Ledge 7
,, � a•- his ^ ° oo. 3��.%
1 �h; i \
SECTION B -B
PP location o{ l �onchors ! �_;, M
• III - �'_ -�_�_ �_.
_
ides. -
2ti a{ s oks 1/ �• /Votes:
o
ofa�e 6 3�f The site has been artrall
y P y cleaned ` tv led e
R Ise 11�i a 2 3rL9 Contractor should Ytsrt l 9- by the tow'7
to be d s are to determine exeaP
one aa`ron
Ledge 15 aro be tharou9hly cleaned a
nd all loose /edge
_ _ _ GocAatron of stand r e
P P has been
& rrraPed to fire north
®• crud -- v+z a`: _ ��t3 °:..:. -tr nm.
3 location a'5 show.? o
n Topographical plan
\
\ \ � 3' S%arrdprpe st1`e of the To ,
rvn En rneerrny .Depa� dated;. ",
Aug- 25r 1933. q _:
R /so grades of ledge (shown: 328,0) acrd locat on _�
3 3/ exrstrrrg water r e df
\\ / ti• P P and tank hate been taken from
3 3� the above plan.
to hate' - 12:srde5 as
slaorvn,
330 Anchor Bolts to be provided by Steel; Tank
_ Care shcrjj be used rri Contractor.
dri vies bolts' into ledge J?ot to
__ -_— rn�ure Threads on bolts.
A/t anchor rods to be routed into
have been _tightened b driving: /sage after sp /rt ends
y r
Present Concre e
/ >z Tarrlr
l8 "� Anchor Bolts � hyil4 _. _ {
Furnished by ?ank
To of concrete 6r. 330.92
3`*'sleeves I- G " /g.�f each 'frf -- 3-¢,.� Rods continuous ' araurj6.
anchor 60124% furrirshed b ` ,`� - 20'° 6,, radius , and top. bent . to r ;
Pp a¢ breaks, .'
y foandafron Can raeton Y r. r, o' furnished by r oundafran Ca
Thew, h u •k .i ntractor, ' is
t be
51¢eves are o
filled wri M' R rox. - r
h �oui b GrJ of _ excavdtron
9 y the �� ;,n Pte; _; ° PP ♦ Present �`- --'-�" „
GYhere anchor bolts are
u rt^? APProx- Ledge <
Funda ion Confracfor - %r de too long
ar`te,- boir`am Yin p l jI Q „¢ , pTh of correret`e found
g of r y a ! k'ods; 2 to each / "� '?� contractor 1 atron
Ta,rk rs rn place, r r't9 —: _ g anchor bolt. thatof ex shall cut 0117`' head's
B` ar /edge, {urnrshed and set b . --' tend !B" into solid split the ends ,
Y F rrdation contractor, ,and praPide rv�d es
6 "Y✓ashers, furnished Bottom. fc` be 2'0' 4 to make them 9
b rb -elov surface of t+ tight rn hays
y T nk contractor. ; tr, ., and }op }o be trot /es's thdn 3' O" above drilled into %dge.
'i ledge a o less than 3a0„ above waslfer p /aJ`e of
cr bolts. These rods to be /ocafed'abauuf / ft, B
}'- of anchor bolts. each side
n ,r
J EGT ION j-�._ -.A
_I
LEXINGTON _ ..ry
r ' TANDPIPE i
FOUNDATION! RL At�I
{
AND
SECTIONS.
F
I 7 1934
E
y
�_ _I 977E