New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1861-04-12

SPECIFICATIONS FOR TIRE CONTRACT
T" ana gea E4t'G!s in front OF the Pro,er forming he
list ,trcet '''''"' anu o'' 'ohn 'A' lap
WIDTHS THE slnEwALrs-The sidewalks on ST. bernard
to be laid by he CONTRACTOR and gae9 stones bay
The sidewalks John he Baptist street ' ten a Sf e.
width ann the Gu sonc, wo"deu cutters and Jricknt viii
GrHTsroSEs Icwed dressed cnrbstones shall line ,re
d ua win hem bcye ON the Sso "p G to S9n%y
!he slope OF the sides from hrec six long from Is 10 u
we'll joints w6rkmaike IHapnr %eS Sa Ge
o gy yyB xii III I" " n 1g Mhcrs ss4
from hree to TX rect throughout the work. according TO- br
rrone M Slope three ncnc s 3q yyGy and na
3 ITS Go hSSn "T"1 The linz Of the adjoining houses shall also
prevent cIevice wash and sinking bricks rsmay eTn, 10
- inches shorter oq iee and h 1S -, I' n d
gutter H br H in ' me rpGr surface of the adjoining
saw M" " cutters shall he of the best
Yngs OF not less than twenty feet except in case* ben
the Sn nn G 4eGTS sr hvea and scacd ten at
nce G amc 4t rSc not @ than 9r feet long by two
gu sG Gc pnk r'Ge s SnE The edge of Inc nn near
inches dSp cn out at eight ecof and in heo
wide and two inches thick pointed ut The end Which enters hs
least yc "GW s e st %a % tnc E% c E an
ten nc vide By Ts 1 IS n or f c G R1T Of
gutter plank aforesaid with inchc. spikes The gutter
R BIT n ;hnIL be Of dry river sl four jach thick
facing board shall project and half inches above the sur
nee Ot the gncr plank, and the latter shall be laid
slope inch towards the cUrbstonGs Wooden
tc tor draining shall by contract rs m v
shall be four inches wide eight inch deep he nu
of and hHf inch cypress plank for bottom
with inches the top to keen the
sides hrig DISPLACED, and said gutter shalt run throun
the whole ut sidewalks
RKICE FANEMEST-T The walk Pavement shall he laid with
lake bricks OF iii best qualify, in herring bone on f Of ink
said nr "tr' and of cl"lly good GuH it, or on as
Il hes generally called "hlue hlly. The
bricks shl be well filled with sharp sand md continI Of il
nnlt inch thick ncAd the who surface Of The hrr
Prior 10 hYipg the bricks the earth shall be cut m
broken and web lnmcd and made level graded snoothy
with dee ly or s"e towards the outline of half an nch
per foot The gT'nu" where too low shalt be hel IN Nv thc
contractor ~ MS ol NirnSc and wei rnmmed until conn
y SOLID there slh!l he bedding o"e-falf of mn inch Of
sharp sand or PING bly, under the bricks aud said bricks
Stn be property btdded therein in her bone regular
n, III close o without any rugged hollow places 20 that
octed '9S' '' '''e II Si''' DC IT, |
GENERAL CLAUSus-Thc whole work shall he executed to
he entire SSHct9n of the City Surveyor, who will be tho
sole Judge OF the quality Of the work. " - "
ne material Shall be of the best quality shall be fur
''SIIeu by inc contractor, well us the 1.-Two
Tue contractor shall be bound begin the work in the fen
s HIn%fg the approval Of the adjudication by the Common
Ur, ana 10 complete the same sixty DAYS after under
lie same i completed. '' ' '>'''''
Coed and solvent security in the SIM, oF gam ,1,oI no
eH'd 10 guarantee the faithful performance of The con-
Payments 10 be made follows, to-wit: