New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1859-05-04

which the being executed shall have the
y article and
tractor sh. at time abandon the work finish and
tractor forfeit all may for aoy part Of the
e sa Ss From amy aS at 1 n
and is also vel that
bound oldo to INTO the city All oss difference be
perform the work and the price which may be adudcated
BIS to Be per running foot of new sidewalk complete, in
Guiding of the and per running OF old
| New Orleans, April l6, 1859
Approval by the Committees on Streets aud Landings Of both
Boards of the Common Council ,,r,,,,,
lsisnedl Il Ro b yH HuYaHR, chairmen.
as 1T 'p''' - HENRY DUREI., for Comptroller
. ing with square blocks the roadways Of Canal from
Ss and rs ss the side
WD1s OF Tas r. dS nDo sp & *
v.S1 between ss eus b. res ~, ,a,s
the intersections of the neutral ground shall
And the sidewalks on each side of and along the neul
QUALITY DIMENSIONS OF THE MArERrA1s,The square
a Be hard sp not R5, Se nfor
obng in shape not less than Twelve nor than sixteen
inches long less than inches in thickness They
shall be ws sSt sSDs Ps s dp m ride n
and free Of Jumps The square oek adjoining the gutter
sis 50 laid diagonaly from the curbsones bordering
gutter shall be Of good hard granite obtained from
They ha Be rom sixteen thirty inches long
shall Be we'll qarea havg parallel square and ends
ami " ss a ih e &c well
The shall be Of NSrh river eue perfectly
slope Sides from three six feet long from eighteen
thickness.
The cosng sons shall s Be Of North ye bae stones Of the
feet wide and not less than six inches thick
stones of he best quay NIB or fooled the surface
No agstone s measure less Than three feet square 6y two
gravel shalt be the best London gravel enc and
T inch IN nd. diameter IN i, shaw sand
The plates for the tops Of the bridges 1t he OF
street shall be Of the best cast iron ttough Laar in
but varying in widh the widths be furnished by the City
MAssrR WHICH TIE Work SHALL BE E4EcUrEp.--The
"a o o shall e up OF a n6 and sn
shall be substituted thsir stead a Ths s aud ola eabstoaes
Surveyor in good joint and il skpalike They
ron@Son he work and each cabstnne ha avs s. ne
inches for every foot of lis height adon
approved perurss for draining lots shan be
nicely cut through the same by the contractor whenever
Tie crossing according to the lines and
workmanke manner on bed e ray sharp
well ramcd hardened with head The crowbsr
Ths s 5s aid Ep GOD 9 a6 x. s
mapke manner in accordance with the DIRECTIONS to be given
By @ City 5ss a5 a Rf 5s @ @ Of
an Th Sail s a w a an a n h os s sE
of one inch on OF four inches Of London gravel
with ths head Of the uatl solid The stones
they shall be rejected. and be dlel up with ane
saa f. bs f45sf sn Pc
" FfRss
shall the road bed of
by the sury-yor and ha Mace the top of the
sn 'e e same T
6Joolb roller until it forms an even and hard oniston The
lie contraeo shall lay he block di gona Or It an ahse Of
sr sey he blocks n 5 the
eSs n%s the H. s PasF hat each oe rest
they onch and make close joints all joins over
W st'h IL sSS5 @s Psabs s fsS'fd I The
G w fp @ ss and h e raa a
Il S a. 3 ss sa 9Esrng
he same me-, shail he opened for
taken M and e'aid in the same manner explained for
hauled av by the con.ctar; tbe Sidewalks sai he led
aspns e b. d Ts az s @f be d e we
a a pc na S sd g e
pleted surface free of ~ ruge or hollow
hall Be ed Tie sSsomT dressed stone g1rpTs not is
ense o h ~ xse b be- and We "
hydraulic cement mortar wherever required for draining lots
wesyer The s degaks are already ssfa AID
Tagging. fiji up the sidewalks, and relay III. Old agsG
ona WIN H., h hsi new be es,,e y n @
WY We sSpea r. EpG flags which may be re
+ CURED replace he old broker is9s.
the sSe [ Of the %tf VIZ n %T t"a wb be I be M
i SOLE Judge Of he gu lily OF he work.
ston, paving the rckng and tie earth pickei os IT,
street ssm Pc e Pgnpery :" e contractor aud hall be re
r n . 81 IT, a s sn IT., and shall Be
S sha he bound u BEN The WORK in the bre