New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1860-06-05

The cSnsTussiou xSd rstars q W. "o''s4 =
esgsss n 4, 70 The interest he city that beth the
lurhes c,ies nssss s r Ws " NJ
" K % y ana b hSssss Nv ae
sss a Fl f r., ~
s y NJ s az ' e sc s W. xsspas as
re sSr 81 iss Sasss e e he second nsct
e n az ,iss q q, s Thi,d ps
HI I'M sss & e is &
Of the CITY sad re Y os sesec' . 'no
pe'''' sisass MAJ. oiS + .:S., osa sss,.,n
lsispsdl - q. q NIXON ,,,......
.s w. 70 ,san t's'asn. 1'0'4s y aug ''s''
lsisnedl AID stilf' Mayor. v
III. !. 49,, &C, 81, !. TuuRsnAy q, Inn, ,s,o
will sdjudicaie at Office at Il O'Clock Nv the above
- ----.--.-- -
- fd dc All bridges the repairs and
Keeping = repair y y IS eTiaEss g rs si's
s 81 s sss & r. r D District
Third Copact The bridges Of inc Third District
sss e n n o. e pSae s
ana shall be the duty q have Ne
after % always Keep sama good pair condition
during hs d hsr an q e
ssse @ nr a y , ~ ,aa n 81 hs y
/, In ,sseS
existence q which may hereafter ba shah be ad
Ssgs Sad Ss ans and
AZ manner berg below ~ 'e =
II many IL the blldsss now existence ther
@ nj NJ sss
e ~ y eos ~ ssil be wanted IL he m instance
ali wooden bars sne,sais their stead iron
ssr q sspiainsd IN ne Sfasss
S oo s d ue Il Iron bars he
sse Dimensions he eafter explained
cas I'D iase Ill lob pianes Il said b es he man
Sa ss may os = srea away BY oseoss heavy
rsIss
assss , lsI sidss
placed by any cause whatever and furnishing and placing new
Bsessn ''ss " - A's ''s's''e = N0'' y
bridge widen the same the necessary ditch and WORN shall
~ done by the contractors the additional width shall be paid
hllups restore The grade ef The street. and
Tie Co.. & shall aiso keep III
ngs and thu plank crossings the CUTTERS
sections Il 81 the streets.
crossing steps ID perfect good order condition otherwise
psr provided until IL 'S Se
cae s ps shall 10 foeisited III TIC use Il she
city
ih IL directions ,s siIsss
s a a Il NJ s e s Mass e e Il ~ @ @
All the lumber Of the sides. wings bottoms and pieces
support the sides and bottoms shall be Of either cypress
yellow pine Of the best quality free from splits, bad
ether defects calcuated 70 inpair E strength dah
the lumber for the shall be Of yellow pine OF the best
quality free from sop bad knots and other cac1
lated impair its strength and durability The iron bars shall
be Of the bst wrought IRON four inches ride BY ZACH thick
The lumber fiji the sides shall BY hve inches and Of saa
bic lengths depths 70 suit the wd rs q the streets and
depths Of the cutters The bottom shall be and half
inch thick and Of suitable lengths and Widths to suit 9Th
and WIDTH 1f t bridges the Top ranks shall be Tour inches
| thick and not lass than Twelve inches wide
The wings shall be Inches thick 70 feet long inches wide
ct end AND "a inches % the other and all the sides well
top paAk shall pc 81 TIE lengths q the bridges
In where me bridges shall De more than 80 Feet onn
cases lhey snaii s " Two Inc cross pieces shall
be inches thick by inches vide shall be laid fist the solid
shall be placed distances Of feet from
II Rha SIDES shall rest on the cross pieces and shall
be strongly pinned at distances 81 feet with oa pins of
inches in diameter driven through suitable anger holes in the
sides and enieTing least tee Into the grolnd The wings
PINNED nhe same manner and shall VI well framed
with Inc sides u Tue usus way and IN the best workrnanlke
The iron bars shall rest the sides distances Of
feet from center and shall be sunk s depth Of their whole
thickness inn the sides Tbs iop pIanks sa the iron
spikes and to the bars with iron cramps the whole in tie best
but sad two panks be fastened al Ms and with Tia t
side panks BY into he nanks and by
inch bolts passing through said The bolts
M fastened 20 one q side planks with piece Of chain
yeynr