New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1860-08-17

mon 10 Esilaf4ie strces.
gllIl i s5o @ "a Tef st 4 H. 2afos
III qualify Hc granite uhaHed from Boston, They tiall be
obl1ng 10 Shape, less than than sixteen
f nshs o0s d o ies Han nne nches N ,Rekne
my .hA'' " Wt naFns patae of slHhrS s.fs als
rdllg s5e ail b ct q ,lapg}e q toy-ve dcgces win
leafFe .lt siiesalks
fbe %sr .taReS sal be e good l granite obtained from
angn twelve inches Wills il 9os lesH Than inches
das and nd. nae tat jo1ts ana The tops shall
eElesy we'll hewed aud dressed otherwise they Shall be re
s e6e a De Of Sgh fiFer g H., stones pSrsTy
aoe Of tie sss fgut three 10 siS feel long from eighteen 70
iGitla,sss
The crossing oue shalt he Of North river Blue Of The
fc ong vide thau six nchss thCk will
he ends CT 4 ~ angle Of ferry five degrees win lie sides
;htt die jDutt will hb diUgUutl With the lua.
The asoes tof the Sidewalks shall b. Of Meth river blue
aii drs-el y .nooth surface and having fnDlzd ain No
oFone l9l measure less than three leet square " we aud
The grave shall BIG the best London gravel and
The sand sHail lie clear, sharp sand, Of large grain
The plates for tie TOPS 81 Tie bridges Al e intersection Of
le gnyth id t4e&nss T. tl l. ns IN koyg arqa Fl
furnished blythe t.fty surveyor.
MAsSER ~ wmGn THE WORE SHALL BE EsnoorFp-fhe
isaSG GOOD y The cIy saTyeyof and { nor
Ra lie ~ 1neoTdns 10 tc ines and grades 70 b. n
SaNefgt in%2d Joints 4N y E5sh,d f o, M
Throughout the work, and each Gun pSnne SHAT nave 81
three fnGht for every foot Of Us blight towards the J2
sidewalk, ami shall also be aoAily lNeh and 6tker = he
approved ninner ApertHea Tor draining lot SHALL ~
The SntveyDh = -,
~" cuSslF stones sia ne iHld Aeeotalng 20 the iIH @
grades 10 beEyeu ny the surveyor u ep9u l0h a" ~ e
besi wokmAniike manner on a oeo Of ag Eftt VI sla
sand mixed OF NJ ehs SIX inches N thickness SAD td 70 he
well rannel aud hardened with the head OF te er9uaE
ihe sides bottoms ana WINGS OF Inc pets NtI " VI etth
tones and fial be ad IN good eN,s ana m Tue ut ~9fhn1n
like mainel i'll accordance win The dlrtctofs3 DC Es@& by
the City Surveyor Ihe cast IRON p&te tor ~ T;s u the
bridges Shall rest upon he Sides ami snail nc alliNlel
The gutter stones shall Join in then length the eFss ad
shall be lag WIN an netlnatan on 9le towttas ossatA ore
iuch tbonlns OF four inches OF iIohIui % 'Ht -
sand mixed snid Dottoung to he strongly mrltuR FIN
hent ct 1tG cuW'ltt until aulu ue sttllf *a = "
jauied ihtJpnlS not I" be over htii an ~ Wl# @ "
they 8ha " fjsetet and 70 be hied M With HQt F'*9 a..
| sharp sand mixed.
The cohaetor shall axe M the round stone pa wing t p
the same sla be lhlitQ away by hi' hNi ilGk NM 4
ruhlways II HE street In ace1Ittce " IN 'te StHes i
by the srreyoF 10 adeph Of fourteen inches below ypGa
face Of tue square BLOCKS When lad ING eonsctns # ifs
the rGadbtd h te street to the curve L he given by at c
veyor shall place on e or Of the same hg q 10Y less
than four inches Of London gravel and sharp SAND mixed ana
shall thornghy Io ne samc WIN Ho Pound l9e nnti It
forms an even and hefd lonndatoh Tue Squire heeE paving
shall then he lad N laying the paving the contractors snail
lay the blocks dagonay or ~ an age oil lo hVe ueAfeeS
with The street line breaking joints win every neF careInF
s'ldhg Ine blo'kS anu 'ue tt VIC sanT
nOrer that each block may rest on SOLID qWdai They snail
ali care 10 aN me hiutks SO lh tpc o close JOINTS
as AL jona over halt an men III Nidh si most R9aiEeS he
rejected ~ The surveyor Nheh lie BLOCKS ave al le ls
and the pfNig shall he conveniently rolled WIN " p9iua
roller anN as oen ts may V necessary M = hte
inches OF the gravel and sharp SAND mixed sh be ageu upon
the paving, and the same siaI be opened tot IaHtt
shah rest upon The eurbtones bosfng he sidewalks aud the
cnrlSonr oil the wings nj Tie bridges and s re Sfhk one