New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1860-08-16
SPECIFICATIONS FOR THE CONTRACT


oGlt5ry ssp DnESstoSs rms Ml1ERl'Ls-g1e 9art
H9 Saais to lie granite ohfned from bod lIey sa be
G nones ii i wi RR.a and not
shall be we qna5rgd ss's sas. a 1s a s1.
g. si ~ sr 10 iS ee from lrnps ) gu,et
bi he cut nd nn sltspt aF1s+iec degree with The
I'D tfas sd 5e as 80 De ia' 94' W., '
stones be Of good hard glae o6taned from
Boston, iney sniH o. ION Se5 NJ ,,. r., thn, sew
over in la1gt iwsys iPfaes M'Gg ay pmys n
shai Be- perfectly vol bewed and dressed otsrwise u shall
Ts eSTsones shall be river blue perfectly
wehewe nd dressed 9'shs ten to a3Mel o.
f%Ps Of I'M asS s tt@ Sd II no case less tn on
thickness ,..,n So, .,oro. n, -.
bes onaiify pescy dressed LEST a fga
feel oaE TS s s angie wt If opfs i've degrees with ne s
hut The Joints wi &c diagonal With nc stFSet
stones best quality rubbed q ,eoea On Ihf I+fs 81
half dressed smooth surface Atl hfftnE rtup JOINS "
aagone less than three feet saeaye by Two ana
ha Tns Rrasei snail be the roudon gravel and
M s nea Kali Se clear sharp sand large
@ ssi hs 80, SEi3s s So me- s 10 s
est but varying width The widths shall be furnished by
Of fh o' Srsssns sps over the CUTTERS shall Of he
and Of such pattern shall he furnished by the City
MssSfn IN winch rnG SMALL ExEoUrEp Ft
old e1rbstones taken y The contractor and d ii
tp Sa seei Il IN heir stead The
snrveyo in good joints and wGyknsqike manner fhs
shall he duly nIepS5fa sa m eoSe Rn have siope
thres for every foot e. rs Ggh hs a A.
annoycd manner Aperes for draining lois shall BE- nicely
ent through The same by the contractor whenever required by
M ~ CROSSING laid according he es
best workmanke manner on 2 bed e London ana
NJ we'll ranne hardened with the head Of The eF9wbnr
The snd Ss ss
a anner in accordance with given b,
Ihp rpStir
shall all I iassaiiS 9, feps s9gIa he 9t se
the head Of until solid The sioges hall s wei
they shall & rejected and he filled NO With Hc gravel an
shan teke up The fGgn itope raTimg AM
sitter shall he hansd the s ias sf be se
sp R aG TS4s "s9% ~ s sfg Srs
the road bed Of the street e .hs enye 70 @ ] .s @ n
or ana s nehs oe london sharp sand
a thoroughly roll the same with 699 pound roller Hn 4 ie
then be laid In laying the paving thu contractor shall lay !!
blocks ns sESnay q joints IN an R a every c eg
and hsEs aa eti The on so5 fopn nG hc Il
care lay the blocks they touch and make soss l9ms as
3S i s's s,rTeyor Whsa lie blocks are he joints sal
ayng shall be conveniently rolled With tlo pound roll
as be necessary aud egyens OF hrge, meme,
n ns s and the same shall be opened
eaS1 snS PS saTbstanes boen ha sdewaks and
ep,stones the wings of the bridges and sla be sunk
Y inch ato the said curbstohes
The old brickfng Of the sidewalks hG be taken up and haul
anav Inv the contractor the sidewalks hul be filled by
Contractor the said filling shall be wen Gmmed and The 4
% shall then be laid The flags stall be laid aud well hed1
n cement and close jolnted n the same morgr and shall
inid In regular courses The tagging SHALL when compet
resei an even surface of ali rugged or hollow PLACES
eauabIe Of supporting straight edge otherwise il shall be
5sctea. s..., ,. II -, :, a., nv, ~, ,,,- III, 90
trnctnrs whenever ordered TO do by Tie City Surveyor
sidewalks shall filled correspond with the new era
10 he given by City Surveyor and the tagging shalt ee
iJ m he hest and to the entire satisf
tion of the City Surveyor ,, =. o,a. ~. ia hoo,
All new flags which may beTeGurea 10 lue oin wv
and missing Tags shall be furnished by The contractors WI
me antteTs for draining the sidewalks shall te Of
hast cas- iron similar the pattern in the surveyors Office
ian nm through the whole width OF the sidewalks.
s' GpsSR6I CIAusEs,--The whole work shall be executed