New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1859-06-03

SPECIFICATIONS for The contract foru,y
azine market house to vii Camp street from S. NAV ,e 10 Y
Andrew and ST. Mary street, from Magazine to canp
QgALTr 4sn nlNENsIoss OF THE MAGEn1As.-rhe square
in qaally to the granite obtained from Boston they shs be-
%5ns IL in hqps not less Is, ,nan twelve nor than sixteen
r geh11 long and not les than Ten inches in
end SO as sht on nd the ops sn h. g an.
Ga"pe tl, an1 free q a s p The blocks du
with The sides 50 as 10 be laid iagonaly from the
The gutter ho be Of good hard granite aimed from
B9sS pe Te v s I'D r. 1o 2 s flint ,y inches S
shall be well aaaEried having parallel sides ends
ss they ss ,G bs G ec psrlscy well
ao shall be Of Ndr n perfectly
of the SIDES FROM three six long from eheen 10
Thss so 9 vs gI b ne oos II
bss u y perec ~ VII hessd and dressed not
with the eas cut at angle Of forty degrees with the
the cutters for draining shall he Of the best cast IRON
Tb gays s' Il 5e n IF G bs i hf ss
hall 1.t inehs i diameter
&s s p esss a hrfs s snia Of
aud sns ss 70 Sse on Maa1 SIMILAR in
Camp streets hut varying in width. The widths shall fur
MkNLnls TINE WORK sr Ii NE Ap1uprcArEp-rhe
5 be s @ 3 r Ri S1 S b on Ct @ and sye
VIII Tie lines and grades to be given by the City Surveyor
The crossing stones shall he laid according lines and
@ Ssn manner ny mT ON S good joints md in the
sand mNed of at least six inches in thickness said M To- be
well rsmned and hardened with the OF The cr1w.btr
The sides and bottoms and wings Of the bridges shall he of
cnvhsoes and shnll be laid good Joints and n The hest
workmantke unes in accordance with the directions 10 be-
given by the City Surveyor The plates for the TONS
Of the bridges snail Sides and shall he ysfi
loined. ~ ~ WV
The gutter shall Join in their lengths the curlsones
and shall be laid with inclination The sans
OF one inch baoming Of four inches of London gravel
and sarp sand nixel said bottoin2 baenrd
with the head Of she crowhr The shall we'll ioi
be rejected and to be filled with fine and sharp san
mixed. 'f '
The contractor shall pick grade the o. the
street to thu be given by the shall p.re
the top of the soilDg of not four inches Of
lonfon gravel and sharp mixed, and
roll the with 500 roller until il even ,nl
hard foundation Tho block paving shall ep he laid
oraly angle o. forty degrees the street ns
breaking joints with tier carefully bedding The blocks
and hardening the mateia nner the order that each
block solid Foundation. use all care Ia
lay the blocks they onch and make 9nts as all
joints over half inch IN widn shall
ed By the Surveyor When the blocks laid jon Shall
be tey flied with the fine sharp sand mixed
aI the paving shall be conveniently rolled with 5000
roller After he rain has settled the completely into
the Joints, covering Of three inches of fine sharp
sand mixed shall be placed the paving same shah
be opened for travel.
The contractor shall without charge repair the brekng of
the sidewalks III the best auliGa manner shall also
Furnish and place the guItes for lining ots which cutters
shall extend through the whole width Of the Sidewalks and
SHAH be laid VII either the property or he CITY
sHrvcNot may direct. -
isNfEAI CLAUSES -The whole work shall a exerrs3 N m
entire Satisfaction Of the City Surveyor who viii 10 lie ei
I {alSe oI the qlnlity Of the work.