New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1859-06-04
SPECIFICATIONS for the contracts for "a

SPECIFICATIvNS for the contracts for pa
wing With sqaare blocks Julia street from new Leve
FiasT GosrnAcrThe paving Of Julia street from New LIE
SECOND paving Gravier street from New
QUALITY AND DaEysoss TIE MATERIALS The square
quality from Bosa ses sha aIfi 81 o.
long II shape not less than twelve than sixteen
Rshss 81 long and not less than inches i thickness
sn and he tops shah BE- se
fiat and fres Of Jumps The blocks the ne
Sides bs laid dagonay from the bordering
The gutter stones shall of good hard granite obtained
Boston They shall b from sixteen thirty inches long
shall be well aaa,rica having parallel sides
s as . s b lsss
Ths enrbstones shall Of North perfectly
slope Of the sides from three long eighteen ia
Thirty inches wide and in no case less than four inches
The crossing be North river blue stones of the
four feet long wide not less than six inches thick
aa' bs wa
The stones ns, for The sidewalks shall Of North river blue
ess a four feet two feet wde and not less than two
The Gravel shall be the best London gravel
h Fhs inch is dia IN ter,
rss plates for It,, he bridges
ioss 81 hsfes amp and af Mss
zine streets but yryng in width The widths shall be
Msssss y SeH rss woRK SHALL BE EXECUTED The
e and % s sa
stones The new curb stones shall be set according the lines
Ssa ssfSiy4 y
81 s th ss 10 six es Tie work
hight towards The adjoining sid walk shall sodly
draining shall through the same BY hs
s according to the lines and
grades to be given BY the Surveyor in good joints and the
ss ssa fad Se
well ranmsd and hardened with the head of the bnr.
br that hh rIrh
IL hs It
S Ass 5 S Is
81 oPa aa ne BE- d w Gn the
sharp omins 10 be strongly hardened i with
m bead Of hs until solid The stones shall he well
they shall be Rejected and to BIO filled with fine aud
ss h h. s sq ss Y be hauled
be given BY The Surveyor depth of fourteen inches below
hs Ssa s sn
sy The and shall PLACE the top Of the soiling
mixed and shall thoroughly roll the with 5000 h. roller
at Of oF eas'ls
carefully Ssn the ; Aarsu ths na,sss
oash make close joints Joints half an inch d
S Be- aca yG win
Is @ ayRs liz aa ss
the completely into joints covering three inches
paving, and be shail be opened for travel.
The old b!ickipg Of the sidewalks shall be taken mp and
the contractors the said filling shall be we'll rammed
tagging shall then be laid The gs shall DO laid and well
shall be laid in regular The Tagging shall when com
pe,ed present surfac free Of all ragged hollow
PLACES and capable Of supporting Straight edge; ohe wise
less than inches wide By inchs hiek, with lie usual TOOL
dressed channel for the water shall he laid well bedded
cement mortar wherever required for draining lots
Wherever the sidewalks already tagged and NAV be
found too low by the Surveyor the contractor shall take the
with the to be eaoshe au by Ike
SURVEYOR In the bes wokmanke Manner and In the
The furnish Nil new flags which may be re-
qnlred to replace the old broken flags.
the enre Satisfaction of the civ who Nil m he o
judge OF the quality Of the work.
soe paving the old brcking, earth picked from the
street. shall be the Of the contractors shall
AN the materials shall bs of the quality and shall be
fu T by The contractors as we'll as tae labor
months following the approval Of tbs adjudication by the Com
mon Council and 70 complete the after
day tas ns The Same + not completed
eoa and solvent seey to amount Of thousand dol
shs pc to qua nnsse the faithful performance
Payments to be the completion Of The paving of each
yeyor as follows tow the proportion he paid by he pro-
s S Is o Il s nss
Gg Charter said hills g be collected by the contractors Who
the prsp s s vase Of Of all Of said b
portion TO be paid by the city cash the returning IN
guarantee ten cent of each settlement until the completion
The sha pay into the City Treasury prior TO re-
Of property holders being well food hs said con,
etors shall have the right of dtmaning Of SAIL peioae the
understood that in failure BY the contractors
TO begin or hnsh The werk, or any part thereof within the