New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1860-08-13

. lHNms viii square bce&s kanpntt street FROM turr
orsLiiY A. y piarssoss or rIf MATERIALS Tho square
in 4u4ty 10 lie trano Boston They han bc
oblgug in hhspa not less Thar eG nor more ,han stSeen
fnpr inches long and than nine inches u 'Lic5nc
end 50 rs 10 nuke tght auis. The tops shall DO dressed
ia, and t,gs q linpf The square blocks adjoining he
snAr shall BIS Cot NJ ase of forty five neg with
he c hc lad diagoaaiiy from tho curb ones bo
The gutter Shall of good hard granite obtained from
Boston They shall be from twenty thirty sig inches aud over
thick They Shall be well anarod Hay Nc parallel
sides and ends make tight joints ant HE tops Hhl be
Fssdf'y wen 's"'a ANA ','a on'',' they se es re
vrl hc@ed ssse beve dresed The Top answer The
dope Of the sides from three 10 sin feet long FROM eighteen
Rii sfncss ss VIDE "o " no ese sss '4 ioa' eno
he qIity perfectly yell hewsd and s"-sd not four
III i NJ an He u "r,y hve de- e via lie de
that the joints val! be diagn1.l with ite acet Inc
The ag;'ones for NJ sidewalks sha be I" N3rth rye blue
q the 6st aaay q ,oC,sd on G sgraes
Keystone shall measure less han three eot squire 6 two and
h ne il an b 81 's' London gravel rot enc and
II. s sRa s Re ss s j esP sa e. s
streets Fhe he Of The best cast iron tough similar 10 Ra:-
aud oisf slress vary ing in width The widths shall be
" MsSSGr II WHICH the WORK SHALL sr EzrcrrFp-Ths
old eGib sa be nken up by he contractor and III
s Y S.%5 ~ 5f e s h G aid ID
shn ha according 10 The es and a 10 TO Ren by
good islus and WuIkmsnlikt manner. Tie
shall be duy tnles pesed engtbs Of three feat
Throughout the work, and tAoh cb-st0nC shall supu Of
% eSa Ssss a ha 2HsS s oa Sd md f IL
appr we'd manner. Aprue- draining oth snail be nicely
cur hpg The by HE Constructor whenever rt1ied by
rhe efGi stones si be laid rceorAin 10 the ling srd
grades be given by the Surveyor ia good piat ad in the
besf wofkmlfne manner bed OF gravel sham
well tamnGd and hardened wi the head Of Ie
he SIDES, atoms wings Of e bridges shA Ia Curt.
tonc aud sl et laid N gop. jos anu m hr he,t k'n
like manner III accordance with the dr ctiu b. by
the t'y SRrysyor. Tine iron mates Of he
brigt shalt e-t urnn he sides, md shah be all joined
The gut shall sin htit lene bstoIef
Rhi he ibid with INCLINATION supe Tie
inch houanihg ei tor inches Of Lon oe eve sa
snnd mixed said hnttunu ba strongly M with lg
head II The euwhar solid. lie slancs shall he vel
i,ned The joints he half III wilde oiherwisa
Thy shall D. eec.ed and 10 ho filed up with fine gravel and
sharp sand mixed.
The coetrae,u shall UP the round paving after
tho ,lu shall he hauled away By him shall pick and add the
ruadway the stls in acc Tdace IN he GRADES p be given
by surveyor dep Ii Of fourteen INCHES eluS The superior
e Of the square blocks when LAID The
tAe read Of Tia the be given bf ihe Sur
yeyor ana shall place The Of ha selling OF not les
than four inches Of Lnldnu gravel and hp sand mixed,
shall thoroughly roll the with taco pound roller until II
forms an even hard foundation The Squue black pRSlp
lay the bieckf dagdnay Of n en- Angr OF forty hFt aesrss
with The street line eakiug joints with eNty ter csIunliy
bedding the hi ck' and hardening The materials ,er me same
thai earh block may sold N u Trey ha
Iy he block they tpuchH MAKE close JOINTS
rs all ots half Mch in width hR n"s positively b.
refrtEd h, the SURVEYOR Mhvn laid tie johns
Nh ~ Is 81 III ,iIl Rns u, mud ,Iafu aud UIxug
and the paving shall he conveniently rolled win to rannd
qiler. ans n may e necessary Il covering Of taFet
inches hue gravel and shall and mixed shall tr placed FoE
/ thu pavthg and the sire shall a np neti far Itvel
The IL pes for the ISL over lhe gutter
sa rest npn e GA nrdrrtE the Sidewalks h"d iht
barnts q" the wulRtf be bridges. slnl be stink o
l ia II ntn the said rIfiRunees
Tbs old b king or thu drUHks hEti te taken Up am
haied away BY The eotf the sidewalks shall BIZ fed b