New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1860-08-20
SPECIFICATIONS FOR TN, THE CONTRACT v;


block sla be Of good LARA granite any Fcspect ipagioF
Iaqualy to the granite oeaned tlem Beaton Isy sA be
Width aud net ss t tSSs nor nl4GG than tws9ls
a s aa s s rsS 5s % s 9p6se a 1nd e9s
% al 4 sa 3sf oR Tp aH le - ao s
Se s % % be e d from he cstones bordering
d9fy t s Il vide anG not Is han seven
he Thsy k b Vel qaasd Having parallel or
shall perfectly wei neved and dressed otherwise they shall
well hsed md dressed sse Ee Top the
9ps # u s d ss eei e s4E Hat IRON oa neSss n
sh fst crossing of ot ver blue stones of the
6smsa a4 essFd n moi Lea TN s Ga
fe eS 81 an an ss q i5ve degrees viii the SIDES so
os e iasapal Win the II ftt St r,a. Nh.
stones The best quality fgbbed or ooled on The surface Or
fastone shall than three feet square by two and
The sas The London gravel rot and
af inch il dn m fer sand ,r LARGE rro,
Rs I pa s S II s tps I IL @
e n H. es fs FS% m @9fE aa and G ss
street varying in Width The widths shall be furnished by
liz eros Steps the gters shall be Of the best cast
and Of widths and pattern shall be furnished by the City
MsssER IN wrrcn HE Work SHALL. ExEcurEp-T The
old shall be BY the contractor and read if
sRaPa Ell sbsfued e I'D er6oes
according the lines 10 pe given
so2a 5ols e." h n @ hee to- six fee
throughout lie work and each carbtt9ne shall have slope of
thee for every Of It's hight towards the adjoining
snpS9ed %nar apeal e .Sr Training lets shall nicely
Cit through the same by the contractor whenever required by
IA T6s shall he laid according the les and md
est Manner he'd Of London gravel and sharp
S @ Cd iafh lie Il q ~ @ sSa to BE
sa a G91 nsS e o g rs ALL be Of Gg6
III accordance Win the directions to ee given by
r. I'D An IL
Rs 81 S@ H b5enns pa @"{ F s and
e eroMGr until so f h Sebss sh Ss WILL
hey shan rejected, and to be filed up with ne gravel and
H The e@nrstoT shall take up The round and
81 ~ TIC surveyor depth fourteen below the superior
s e Se eSs gSe S & y Survey
s place p s 2n q an fa 9i NJ g. dt a
IA thoroughly roll the same with 60 pound roller until 1t terms
N eye a ID In eynE lie the Contractor sa s
besS n Il FONTS s every ts carefully bedding the
blocks and hardening the materials under the same in ordS
care lay blocks tsy touch and make see Joints as Al
~ When the eoel; are ad Tie onts sha b
ssgs sa i be T roIsd poaud role
az may he neeesssTy and f9yfE Of three INCHES
n as ana The 4 sR a Sasd S the
cason plates for The oFGsss m ever s a gns
Y cbsiones the wings of the bridges and a be sunk on
q inch ialo the said curbstones.
The cid brieng the sidewalks shall be taken and hane
wav BY Tie contractor the sidewalks shall be filled by til
sonaetor said Sling shall be well ranmed and the flag
bE shall then laid. The Tags she'll be laid and we'll hedde
Cement, and close ontsd in the same mortar and shall
fsnt an even surface Of rugged hollow places
anabe OF supposng straight edge otherwise 1t shall be re
ected
Tie old tagging Of sidewalks shall eeteken up by the cor
tractors whenever ordered 10 do by the City Surveyors I'll
Sidewalks filled correspond with the grade
to be given y Surveyor, aud the Tagging shall be II
laid in The hest ornanlk and the entire satisfat
tiun III The City Surveyor.
All now flags may beTeqred to replace the old, broke
nn missing Has shall be furnished By the contractors VIII
e gu,ters Tor draining across sidewalks shall be Of til
bes cast hn similar The pattern in the Surveyors olae an
sIsil rirt through whole width of the Sidewalks
6jS.ERAL CLAusEsTla Yh5ie work shall be eNecriRd