New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1860-08-18

ieyle,6p Ram5aF ' street IL 's i''' NV
ogALfrY ASo DIMEssloSs Tps aArGRi4s.-TAe square
block shall be of good hard granite esPea intf1r
inequality to the granite obtained from Boston They shall be
inches width and less than twelve than twenty
shall be well qaF!isd having parallel Or aTe e5 and ends
make tight joints ana The tops shalt be dressed sque
fat Jumps The square blocks adjoining
stones shall be cut a an snge 3 forgive degrees with the
s sa d sS a t. be lad o the bordering
Tbe gutter stones shall he good grae obtained from
over in length twelve inches vide ad 2t less Than
shall perfectly well hewed and dressed Otherwise ii shall
shall be Of North river nlae perfectly
tgs II Ss' @ my ss s ' iS sf@is
shall be Of North blue
fee long feet wide and not less Than SIX inches thick with
ias' Wiz WIN tSs ~ '''s' ~
t6nes best quality rubbed or fooled on the surface or
alf dressed q smooth surface ana having rubbed joints No
n The gravel the gravel one and
Iae SIND shall Se clear, sharp sand Of large grain
The ha dn 9 % hs e9st s @ M nT Pa
street varying in width The widths sa be furnished by
fhe crossing steps over the cutters of The cy, cast
IRON Cough 9easnrpg each s% tsst long by one incl thick
agd of saeh widths and pattern rs shall be furnished by HE G
surveyor.
found good by the City Surveyor and not crbstone
bali Re se5 according The lines grad ~
hal be duly nespersed lengths from three to six feet
throughout the work. and each curbsone shall have slope
iasSa f and soay mosi
approved Apertres for draining lots shall be nicely
t through the same by the contractor whenever required by
The crossing shall be laid according the
be given by the Surveyor in good Joints and in the
nd mixed Of at least six inches in tIeknes said bed 10 be
and hardened sh with hg hea e. The s b
and shall be lad IN good joints and IN the hes, workman
e rss Th he ss Sa s RS m che tops Of the
he gutter shall join their length cabsiones and
Be laid Win an IN enr pcS slope the
sand mixed said booming to b. strongly hardened with
Ented the joints half wide Otherwise
shall BE- rejected and to be le up with fine gravel and
ss s aR.S S ~ FG%d es
surface of the street with the grades 10 be given
@ ssas SoeEs RRe "S s Son 9sST S fd
Of the street to the curve to be given by the Survey
a afo h Saf dor
ever and hard tonndson. Tie square Ok paving shall
en- be laid In laying the paving confaeor shall Lay hs
6reafing Joints WITT Tier carefully bedding ho
the blocks they touch and make close Joints
lie Surveyor. When The blocks joints
shall be roea ~R s6 pound roller g
5 b ssn iR fST 81 S h mpen se
ns and ihe shall be opened for navel.
9 s esTbsones he s
The wings Of the bridges and shall be sunk
.SeN inch into The said curbstones.
The old brckng the sidewalks shall be taken and hauled
away by contractors the sidewalks shall be hled the
nntTsctor the filling shall be wei! ammed,
en shall laid The flags shall be laid and well bedded
n cement onted in the and shall be
sld IN regular The tagging shall when completed
present surface free OF all rugged on hollow places and
Capable of supporting straight edge otherwise it shall be re-
"a Ieeteds - In T., .i- - - Az, -
by the City Surveyor the
sidewalks Allied correspond with the grades
IA be the City Surveyor and The tagging shall be
isid the workmane md to the entire satisfac
a lion of the City SurveiS--
new flags whichay berequire replace the old broken
and missing shall be furnished by the contractors with
ont compensation.
The CUTTERS draining the sidewalks shall be of the
cast iron similar the pattern in the Surveyors Office and
Y shall run through the whole width of the Sidewalks
GENERAL CLIUsEsTbe whole work shall be executed to