New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1860-03-17
OBSERVATION-DISCLOSURES.

City q New of1eSHs, march ID icop /
mo. 5005.l
audieAe the lowest bidder after Ten days notice ~
~ a Ss pssiss Nh snss Is "
Sosianes wis hls ne ese ssid
s 3 z subject . s e ~
lsns r.,.sss. IL BEN ~ & os ai = aSsaSs
issasa -. . 5oaS ;.l MoSa s'Ss,msn
Approved sI.ssA il isSs. sss.an svrya u.v.,
No. ssafs Vii adisdcsss III ocs ooek
e' mis b v DurLEssIs Comptroller
- for paving blocks beth sides Of Orleans street
% nssls .s e nrsoss or rmr
T. Ssss;S ne s Boss Hss @ e.
abong lsss than twelve nor more than sixteen
~ nsynE ,a q q ss
snSs e III e I'd s u Ts sons
y 3 6 aa e.
sns tusss sses % be Of good hard granite
They shall V from twenty to thirty inches long twelve
inches n Rs les than sg nsns sas and hy 81 ~
aus ne teri shalI y perfectly well hswea
Ts shsil " Sers sss stones perfectly
sss lsa saa @ bFee & s fss la rom sen
dirty inches xe and in less than tour inches in
The crossing stones shall be Of North river
best quality wen nsssq anu assssp nSs , 9
angs os aesses With the sides 50
na as e. e the ssss
u 81 ssay aaiass
scns shall measure less than three FEET square by TYP ana
Ths may required fo nc sidewalks shan be
shah b London gravel not and
Tic sand shaii se oiss. sharp SAND Of grain
s ne S ss sa sd 9su e sf ssr IL ps e
tern c and fkness Street
woRx ExrsusED i
il sieir stsaa III aad ~
suv ~ Tood onss and in orkanike manner they
seaehst Ss work and each slope
three Inches or every foot q i,s hgh tssrd se adjoining
cp eush the tho Whenever required s.
lie Sufv
iii crossing shall BE laid according the lines and
bss bod IF London gravel and SHARP
s wsia raDmed md hardened Win erowSs
sua S e s in eo joints and h bs Sest
nanns with The directions e BY given s
bridges shall rest upon The sides and joined
Sa in s H. Ss
insh on Sotong II -four gravel and sharp
hssd Il 10 csvSar until solid; Ths SHAH " wen
"a e y has an ash a e otherwise ss
sharp ssa sana missd.. ~
s E a @ S s & aa
he given
he to epth Of fourteen inches below The
IN , n e street IL the curve 10 he given by The Sur
ssll lar M the ian az the same snling AZ not
tn nn inches o Iondon gravel and sarp sand mxed ana
shall thoronrhIy ron the same with 5000 pound roller until
Fame m es ana ard foundatson The souare block uayinr
NTH ,ia NJ ri ayinv la ay3uF tfa AMI
Iar I'M bos iiagonaly or III All angle 81 Forty degree
s,, Ina bakin ,oints Win eyery tcr aref
ain In bios ana the naterials nder e same
II that ese block Iuay resi- on solid Foundation He ha
an to Ia The blocks 50 hey touch and close Joints
,f @ al ;oinfs er half an incl IN width shall most nesyely
rcsd nv snryeyor When he Hooks ara laid the i5ini
sieIi M iIjs with ne ryei and sharT sand
s TIA rSvisg shall be rolled with 6O noun
ihe ain M settled hf nRyeI en1nleteiv io III
rsd sia, III nsced nno lid pying MA III sans shai
q noensd I'm travel n " ~ - 80
trranr N Aasrine ar the sfe,raks shal Ia taken II
isred y ne tie Sidewalks shall ia reIa
X tbe M manner and 10 fhe entire
tie tv The CONTRACTOR shall furnish All ne H,s
and fpirks = II
whole exected III
entire saaction o the {Hty who viii be The nj
| uage of The quality Of the work
e lid te Iii atter stones tle old ronns or
mn ah HI hi tseine N s CIV;
nay M rted IN ina ity Surveyor II s ~ I'm enr n;es
f, mi ss s3,all IL ia n tie M IN
\ IL ha,,lai away ~ HIM ~ SO ? : u ~ -
tba shall be of the hest auafity and shall he Il,
nahei " the contractor a. well as he Labor 49, 10 "
sa shall i bonn 10 leg;,, tTe ,vo IN s,a
asis f.i,a.;, iia annroYai az In Nv he
@ fs.Or, anS To con,s,s he sn, IN an ~ y, MN
n len dollars ,sr iay for essen and avery ta tberea
d ~ a1 ss,,s Il not coy,nets s ' - - 80 Wy ' ~
w AWE al ieui n s,,s shall h
N liz faithful Of the contract
sn svary saee md acceptanre n he same ~ NV INIT ~
- follows, paid