New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1859-05-07

| SPECIFICATIONS for the contract for nav.
sdss sa grades Of the sidewalk
hs % es h from Ro,
inches in widh and not than nor than
ss asea if' Or y sqaafs sas
dressed square a aud free The "a san e ,oP shall b
Joining TIL ga Ter stones shall be elt angle forty i've
Sc laid a'so'y from The
saf ss 99 sa hT ss o FROM 1
twelve inches wide and not less than eight ncs thick The,
s ss be ss 5 sp
Tse sna ha By y sy % be
well hewed and dressed beve Top to answer h5
thirty inches wide and in less than oa
The crossing stones North river blue stones of b
best anaiy perfectly vel hewed and dressed less than
The gstoIes fo The sidewalks be Of North river b
SPes e ss sas Faesea d o2sd @
NO agsieae shall less than three feet BY
gravel shall be the best London gravel and
The sand shall be clear, sharp sand of large grain
MANNkRlN WHICH THE WORK SHALL DE ExEcurEp.-The
surveyor and substitute IN se sss neW
stones The new eurbstones sha he The lines
otafs TSe a n iy'd i5 a,n pe ae N IN
each shall have slope Of three Sehe Tor o pa
Of n height oga the adialnes sidewalk and
for draining lots shall nicely cut through the same BY
The stones sa be According sassyS 70 lines and
grades r be given by he surveyor in Joints and in The
sssq @Ssd sSss s ssd ' BED ss" Gs
well ammed ana hardened with the head of the
curb and j. m best aas oa @ss Ss s Of
ysyOr Th s east Plates for of the bridges
s gf ss length the stones
an shall be laid with or slope towards he same
sharp sand mixed said booning be strongly hardened with
The head Of the until solid The stones shall well
a i1rh lido ntr,
they shall be rejected and to be filled up with gravel and
The contractor shall take the old paving and
q Gs he be hsd Sy s
rs ee " to depth Of fourteen inches below
tractor shall res. the The Street the cvs 10 be
he surveyor and shall place the TOP of the
sand mixed and shal thoroughly roll same with 5000 it,
shall n ne p@SnF he SSss
snail my ths e9e Is diagenAS ut angle Of yve
fully bedding the cks arenas the tg under he
He shall use all lay The they touch and make
eess 3en as ~ joints ever half inch in width shall
s isa the sss Pnis s9a 5sa ssvs an
with 60 T. roller Alter he has settled hs gyaVeI
as s nq the 2n eossrng Of three inches 81
and ~ s Il sap sr ss be e e1 len
hauled BY he ds@sks shall be- liz r bS
ss sa n s S ss ss nr e ws
btded II cement and close Joined the manner and
stsd - surface ee y M sns T o4 Rs5
PLACES and capable of supporting edge. ohe
sha be rejected The customary dressed cutters moi
less than IL inches wide by inches flick the nsnaj tool
dressed channel for the water shall be laid we'll beddei
and houses 49, " 'e '0''
Wherever the SIDEWALKS already tagged and may be
aang too pw by tn surveyor The contractor shaft take up the
NJ up the sidewalks, relay the old agpine to
VAN Tue new grades q be established by the CITY
10 the best wokmHnke manner and in tle same
"i y, as explained fer tagging. - " ~ ~
Inc cent? ictor shal 6ags ,a, H..
qa1red 20 replace he old bros eu tags ~ may w 10
entire ; hole work shall 10 the
with peion viii be th Wy sutyeyoI who In conformity
work. va w "' sois Judge CT The qualify of the