New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1860-04-27
COMPTlsoLLER----O(5lFIE'F'IIflIYlAL..

CPECIFICATI6Ns FOR THE CONTRACTS
to Esplae street and 81 street. from isyee To Rs.n
s"srnAers Contract The contract for ,
sre blocks Daupue street. from Canal to Esnanads
81 Second o Ses sss for 4se @ blocks
Is 70. yet paved with square blocks. !. = sss'
block shall b. Of good granite respect interior
obisn II shaps not less than twelve nor more s see ee
Width not Les than nI Msys Than
shall DO we'll aasrried having parallel square and ends
a and free FROM The square blocks adjoining the sue
shall y |, s ag e r X, With s
tie sidewalks. Nf
Tss a sa s y OF e % o so@
ss s n e @ j. saS ss s s as s
make tight Joints and the shall b. perfectly well
Ss Shall ss No perfectly
Ts % I'd n .s Z r. a.. e the Gp S
thirty inches Wide and no case less than four inches In thick
hef s crossing stones shall he Of North river blue ,one. Of ne
quality perfectly we'll hee and dressed not less than four
he ends cut At an ssgs degrees with tie Sides
The sstones for the siewsEs shall be u North river blue
half surface d having b BED on Ne
agstone shall three square by two and
gravel the best London gravel not over one and
hs S nea s II a e sssar .,,,n .,ns =
T plates for he Of the bridges at The intersections Of
tern length and thickness 10 those now on RossS and ns
M but VARYING in width The widths shall be furnished BY
The crossing the cutters shall cast
Of such widths pattern be furnished By The City
sq M.ysFs \ WINCH rur Wong 81 ~ ~
@ sha Ge taken up by me and rslad
shall Is in their stead The and sd eaSons
y Fl ss sn y @
shall be Only ntefspetsed in lengths of from three to six feet
three inches for foot Of its hight adjoining
% aS Re s S s s na he ss II 2,
cut through the same by the contractor Whenever required by
crossing shan laid according to the lines and
s Ss s I r GoSd joints and IN the
we'll ranned and hardened with the head Of the
The sides So,g ana wings Of f the bridges shall be Of curb
AND h y aa = sood a aaa y he ses workman
tae MY 9 ih ne f oa plates ter the tops OF the
The g9e shall Join in their the and
shat 6s ~ wi an " @ Gr . sepe BE same
sharp sand mixed sad boeming to be strongly hardened with
ntsd oa b a an inch s VIDE Sha eew wfa
hey sna DG ana 70 De MED Up VITA ns gravel and
he contractors shall take mp the round stone paving and
de- fSI
the of he street the given BY Survey
sharp sand as shaii
thoroughly rpl ths same St 6 pound roller until forms
hen be laid In laying the paving the contractors shall the
line Sreatng joints wits y seeV S T @
blocks md hardening the materials nade he same
care to lay 50 they touch md make close Joints ali
by the Surveyor Whes the blocks laid the joints
paving Shall conveniently rolled with Soso pound roller
often may bs Necessary and covering Of three INCHES
ing, and the same shall be opened for travel,
apo hs e. e III a aSs
Of the wings Of the bridges shall
ss KIN lie shall Be taken up md hauled
sc 5 s hs ha Ss Viii aa b a
g shall then be laid The aes shall be laid and well beded
n f mad eoss Snsa the s nor,a and sa
even surface free Of all rugged hollow PLACES
iesssd. !,
tractors shensyeF ordered % 10 Do m liz @ ~ e hs eq
sidewalks shall be filed correspond with the new grades
and d. 10 E IL hsa
oa # ns ss Sy s shsS ay s require, % "a
and mis- ing flags shall be furnished by the contractors with
0 The sner for draining across the sidewalks sb. 10 # be
hs @ss @ i H. Office
M s a. he gaes work sha Is executed
judge quality q the wok Ii,s'0' Dc inc '0'
&c @ BE che sBs & e
and piled Il the IF Claiborne such place
I Tie 9a Se ssst
By The me old briSkng Of the sidewalks and eartl
shall and hauled away 81 thsn 'H'
well as he sbo and Sh' be r
s oe% 3 s go
the Common Council and without interruption sns
Within an Sf the o. ~
Il Ieus within under ss
hs s sss ana il e s somP ssssa, n m, m !,
e faymsais b ads .hs
81 19Sw t9 H ,hs propaon to be paid BY IL
j 81 Il (
ss17e the property r case ali
| net he