New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1861-04-06
Ct,NP,pR0Li.E s---DFFlgIA Al.
GoapTRoLlER,s OFFICE,
City of New Orleans, April 2, 1861. !

veyor all Of said adudraons suhecto the approval
or rejection Ct the 4, Somm9n Council l, w
and he side of Gsyes
a. 4 contract eonsnstns brick sidewaiks bodsred by
enyhtones and wooden cutters on both sides of Customhoe
Sd a contract for constructing btiek sidewalks torderod by
Canal Walk o. johnson street.
4th contract for constructing brick sidewalks hordercd by
from Canal street to caronael Ct Walk
surbstones and wooden cutters on both sides of Roman street
from Canal street to cnrondslet Walk s,.
curbsones and both sides of ST. Louis
It'll contract for constructing brick sidewalks bordered by
curbsopes and wooden gtcrs on both sides of Cont Street.
s eon,sact for s"S st on the side
9th contrac, for making square block pavement OIL Bur.
gundy street from Canal street to lienyile street
sipned7 President BS"F q q S HssSa" Aldermen
~ President Board of Aldermen.
tSignedl JOHN I. MONROE, Mayor.
MARION A. BAKER, Secretary.
Notice hereby given thai TUESDAY, 18th April 1861,
will adiudcate at office, at ll}a O'Clock A. NJ to The
as l2t '. DuPLEssIs, Comptroller
SPECIFICATIONS FOR THE CONTRACTS
stones and wooden cutters streets Of the CITY
The have not already been made by the property
Contracts:
FIRST contacThe sidewalks the southeast side Galyz
Second contract-The sidewalks on 10th sides of Cuso
house from johnson to Roehesave street. TO be
Third eontrscThe sidewalks on both sides of johnson
street. from Canal street to Carondeet Walk. TO Twelve
Fourth sidewalks both sides of Preur street.
from Canal street to Carondeet Walk To be twelve
Fifth contaetThs sidewalks on both sides Of Roman street
9m oanal street 10 oofohuee' Walk 40 be twelve feet in
Sixth contactThe sidewalks both sides of St. Louis
WSfs no" roman 10 save street. be twelve feet in
Seventh copTaelhe sidewalks on 10Th sides Of Cont
With and dressed cnrn.on.. shall H.,
sidewalks; N9rh liver os stones eqH s
good quality WI t as o b9se re- M On The top to
50 pesi vide ss "R nn Gs n s than They sn
end with ap s cs through the Same where reaSsd
om three throughout work. according t to he d.
reeions and levels wsh win be given BY the Surveyors and
sff lis a S5
prevent wash sinking bricks Usually expesnaG
IRON nesgsnee ba hans tS bI et 'u mo eoone less than
@ s1org n hsS s ana ieg IN no case less
shall be admitted n the T 6s ;ars shall b. ,s.
cypress 9 in INCHES tae VIE d BY four inches thick in
shorter en.t are nccessrgJ Gyed and Seated ten inches
i've feet with oak pns not less than four feet long Nv two
inches II diameter dI. nFoqEh suitable anger holes in the
fbn cnrbnne Kali he hevee IN snt sn m ~
Se edge 10 nave % e baa ong BY two inches
braces Of not less than four feet long y eight inches @ and
tW9 hSneS mex poh,eu eu w,ilGn enters th3 ground will
r. ~ my ~ ;nh nt ;I WV H gutter Pahkswith9t
tSr Lr;ti IL, yor,e Or Eac If ~ nts , ' over ls
W. f fcLes th ,ygaIt SiII " tei inches Wihe
~ ;a az icb cnt sa;ts Ti ~ .He gutter pah
ha II rv r;tar Sand fonr nrles fhc e5 Sa
% o uty river sa 1t thn ahe s9iidi negded before
ne pms are bf inch g al Ing Iachg board shall pro
Jse one my i M au NE wy sitee u ne gutter plank,
aud me latter Sht Dc a sone OF one inch towards the
!i ~ iI uiiins ots shRt oe
JUN " ne my sna pe lo' lhcnes WIDE by
egnt l9eheS aeeP Hd s, Pc maze OF one and hn inch
press PUNK or me uta u oolto WIN TWO % Tour inches
cfopeces On me top 70 Keep tne sles from being Displaced
ana SAD cutters small run ongh Inc whole width OF the side
"aiks. ID ,-- rt .1 . -, .
BRICK IN Wttk pavement shail be laid with
he ollcks ol 'e oest 9"Lf, N herring oone on bed
Of IKE sanu os oeo n" oi e4ay goo1 Qualify with it,
Or on gus hsiss! Eehethff eIue plH Inc joints
between the pticHs sLt ~ we nled with sharp sand,
lace OF te pressing Fflof 70 laying the bricks the earth
GROUND sttll 9e cut UP proke ana wen falnmc and made
sVe anu edeu WIN uechR1y Or slope towards
me onthe OF one IN men per loot Inc ground where too
snail pc hlea up oy Wy NJ MS own expense and
wen inneu l cuhplEeS sohu. hefe shii pc bedding
q oneH OF IN Hfn q sattp saha or blue 0ly under
the prcks aud salG pcs small De properly hedded therein
ged or hollow 80 mat me pavement will bear straight
edSe' otAerWlhe II shail PC rejected
GENERA CAusES1he Whole work shall be executed to the
entire satisfaction OF me CITY surveyor who will be the sole
judge Of the quality Of the same
ne M @ p ~ ii e oes1 q9y ana snail be ur
Fnnb ~ ,bo contrac,0rs shoi he io,rd t Eli; h.
dors fnorvin@ bs annov, az ine VOTE III he
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