New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1859-04-30
SPEcIFIcATIoNsf for the cortraet for NO.

lsl,ss for the contract paw
Gs NJ n
IN ansy TO the granite obtained om Boston They shall be
a onp nebs, ons and and pot ao s than
They a Yn sn pa ln lps Sf s,h. s
snds A. A., 70 ma g1 joints hs Be f s,ed
~ s he s sas BE BE at a a 4
bordering the side Salss. '''" 'le 'u'o stones
The gar s!o cess shs If good obtained from
Sslys Il nehs che, vide ees hi fas' 4 ans
50 S i f n a vhd R' .H Re
bs sna sone s if H hsy n
e hevs ed and sds the
wentysiS inches wide and les than four inches in
This crossing shall be o. Nor river blue Of tina
best qnaly perfectly and dressed not ess ba
ids no bs si e s Of eiS s 9y.r s
stones The best quality rubbed fooled surface
NO NO Este ha measure less than three square by
The grave ;ha he the best London grnve over one and
a Ths saGd sha az d bs essF sas
Manner II HIGH TIE Work SHALL EXECUTED The
50 savo sse IN e sG
to s The new curb shall be according the lines
nj Ken man They shall be duly interpreted in
ff ak dps
Of ~ eg ad the adjoining side also be
n s fG 9 ssa b. &c
crossing Shall be- aid a ace to the lines and
to bs given BY the surveyor in good joints in the
sqf anSsa q sns bsfs,asa IA
Hs eaa e Of b ss shall be of
sSnf and an s b be lad r. good
yen By the City Surveyor The plates The tops Of
P "aa sa Sf S vel edES a,sa
az ase an n BE- o s an ns ns
and sharp sand nj ed said boong be strongly HARDENED
e sa an nhs nsh 9us sas a b.
S w hsy sha be rejected and to be filed with
Tsf e sf hs @ BY b 1 sy
grade The WITH The
D. given 6y ne suFysyor to depth of fourteen inches
shall dress the street 10 The curve to Be
prav the snd sha sqs ssns
ap Forms hall al hS,9 sna 59 the with
p ss s, then laid II laying paving
W i s" wb Ct ay e Ss
am Sd a1asi hat e sssS Nd sdc
He shall use all Hae to lay III blocks they make
By hs sS sa hen Wh wld boak.
laid the joints shall be accurately led ne sasel and
% ps'R Rs ,af h as sssa Rs s gs
acea Upon inches tie psvn ss
bees Of s swas shall be taken no and
hauled by the sidewalks ali be fiei m
asss Fhs ss ss Sl 5 5s% ad an and M
ha b. a m ana Close oned il The and
p!eted preen and surface rugged or ho
shall Customary dressed tss uers no
e. man ~ inches wide by inches thick, with usual
hydraulic cement mortar, wherever required draining lots
Wher-ver the sidewalks already fagged, may be
hagsing hl up the sidewalks and relay the tagging
WIN h h new W. gaes T. be BY be Oily
way explained for tagging anu ~ '''s ''''
The contractor shall furnish all flags which may be
ertr s. IT. whole work sail be executed the
with TIE petition will be the sole Judge of quality Of The
The old the g7tte stones and the old round
stone paving the old yiekng and the earth picked the
and hsa y him s and shall De re-
All h bn Ss shall be Of the best qaay and shall
re shall be bound begin The work in the s,ty
Of ten dollars day for each and day thereafter
GGs 1ed 9vsn sssafg shall
PAYMENTS to be made the cooeon the Wing Of eae
by s
holders bills against property holders to Be made BY
y Es a tof
Shall be spSrGgatsd e. al the rights Of the
to be s liable s Or 81 rs ssa siS
In city h p" the
IN s se ten P cent of each settlement u
The conac,os shall into the City Treasury prior to
sS1 aid con
the The Of of said petitioners the
nstn sass"s failure by the contractor
@ Sc sssss within With as the
mel ~ hch the work Is being executed the Council
T' s Pht'nE IL eg an with
out applying to court of justice annu same with
out indemnity and it is also well understood the
shall at time abandon the work and
complete me same IN conformity with his contract
tractor snail forfeit all claims he have for
work done BY him to the date Of the the
city shall be thereby discharged from any all liability
therefor and also well understood that in
tract De contractor and his security shall held
and bound In sodo the city ali difference
between the which the originally
to perform the work and the price which be aduca
ted at n re sale re-adjudcation.
1
nheh and laid complete, including the gutter stones er m
pcthcal foot o. cnrboNe furnished laid per superfca
foot OF crossing stones furnished per Running foot If
new tagging furnished and laid the whole width Of the