New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1860-04-28
OBSERVATION-DISCLOSURES, All.

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ID Isl paving Ss saaafe 5oes Danphiae sees iScs Canal
Esnads sres and St. Louis street from Lssee TO Basin
sse blocks Dsaphine street. from Canal to psnade st
~ Louis street from Lsyee e asin street. wherever street
AND DasrssIoss InE MATERr.Is--rhs square
sa. y & as ea 4 ss
obiorR shape less than twelve nor mora than xtren
ma s ss hsn nn ss n
y s. s as q sas sn
shall g. cut an angs os forty i've degrees viii se
tho sidewalks. @
ha s. e 81 s h o o
sSs = hssns pasi SQUARE
hswsd and ress,J otherw,se shsv All * ,eee,aa
The carsones shs NoTsS liver bins stones perfectly
sSps Fl sc % ss t. III @ an &
Tia crossing stones shall be of North river blue stones of the
and n s haa I inches hie With
INT h @ sssRs s S d. ss river blue
hs as sa s hes e. two and
ha M inches s sa b s bss London gravel not over one and
a hall inch in dianeier r. ~ -
III % WI be ons IL ths bdrcs 1t lid Intersections cf
If hast
M f hss ss e G
Af b U s.ps ever the cutters shah be Of the best cast
@ ana asen y al sa Is ~ III YIN
SITrsyor
Il. ] sa u &c M
~ he city and t NOT ns Anew
ha % s according 10 the lines and grades to be given By Tic
u il ga @ sd snxs ~ a ss They
throughout work and each culbsione shall slope
Sidewalk and shah also + sody asea and backed
sas surveyor required ~
The cro, stones shall be laid according In the lines and
grades 70 given ~ the surveyor good joints and in lie
SIND mixed Of Il least six inches in thickness said bed to BE-
we'll ramnled hardened The hcsd Of Tie crowbar
and In Il IL sS BEAT be
he Surveyor The ea on S pa @ he e " b
bridges shall rest upon the sides and shah be AZ joined
shall u lid with inclnaon slope towards tie
SHARP sand mixed said boong to BE- strongly hardened with
tie Head Of solid The stones shall be well
They shall be rejected and to be filled up with gravel and
sharp sand mixed
aer shall hauled away By them shall PICK grade
BY The Surveyor 10 depth Of inches below the
ee # blocks when laid The contractor shall dress
or and shall place on The Top Of the sans sons Of not es
III III and n
and hard foundation The square biack paving shall
la
blocks dagonay Ct ii an angle 81 DEGREES viii Tia
sfeet line beakinp ots witt eyery liar ref III ad;r ths
blocks and hardening the materials under The same in order
that each black NAV rest on solid fnundafio They ea
care to Law the blocks So they touch and make close FONTS
Joints over half an inch in width shall most positively be rejected
by the Surveyor When the blocks are laid the FONTS shall be
accurately filled with ne gravel sharp sand mixed and the
paving shall conveniently rolled with 5000 pound roller
ne gravel and sharp sand mixed sha be iace mon tSe
ing and the same shall be opeped for travel = = -
The castiron ulaes for the crossing ems aver the ars
a re upon lie cubstone bofdering iii MI NJ
cubstones Of The wings of The BRIDES and shall he ami one
inch i.,to he snid curIstones $3.50 - ~ - 'A '-e
The I'D bckng 81 the sidewalks shall Ne taen mn ana bad
away BY the the Sidewalks shall he ad Inv ,Se
Contractors the said filling shall be we'll amed and tb y aag
ring shall then be laid TIE flags shall BE- ad ind vii heaa
cement oted in the same mortar and shall he
laid in regular courses The tagging SHALL when completed
present an even surface free Of MI rugged hollow places