Evening star. [volume] (Washington, D.C.) 1854-1972, 1867-07-05

paT9,PS9SsiA.Ls FOR THE SIN ERAGE or
= GNiH STREET WET. FROM THE GA
TO THE SOUTH SIDE OF NEW YORK

4fsTh sTR fqE T TET S1a
| sAAk I9 THE SOUTH SIDE OF NEW YORK
Pi9p"ssis will be received at the Mayors a.ico.
uhtii ~ d. on Saturday, June :, ISL for the con
feet ofman Sewerage T. S"nms ,i ~ ,sn nT,a
siGs o. the esRai and Tenth street west aud rue
Of + street north, thence continuing alons said
Tenth street west about eighteen Lan,tred feet to
the south eide Of New York avenue; the frst de
ecr!bed part of the sewerage, b tween tho canal
and street north, T. bc barrel form inside diam
ctr four feet, the second described part Of said
beverage from the north side of street north 10
tnr s'nta sids Of S.w York svenos e be barrel
al the walls to lie nine inch
The following are 4 E established grades for the
iisiGe bottom OF the sewerage, viz.
souih side New York avenue and Tenth street.
South side street north aud Tenth street, Sss,
south side II street north and Tenth street, 30 81
South side Of C street north and Tenth street,
South side Of street north anl Tenth street.
North side street north and Tenth street sI3
North side street north and Tenth street. as
From ti.e north side Of u street north the grad.
VIII lie uniform IL c-diAarE low tide marx IN tins
The following arr the cuts Al the diHsrcn. points
ir 'te grade OF the inside lotion Of the sewerage
Tenth street west, soGth sIde New York av enue
u rLc! helo" northwest corner Of square SS.
zenith street west, south eide ] street north, I,
fer b.iow northwest corner Of Square 81.
fc ct ielaw uorthxcst StS ~ h"E'h' l.
TeEth street west. soutl side L street north, II
fr ef below noTthNe cnroer Snua-a a.; '-'' -
Tenth street west, sonth ia" 5 . dr., north
Is ~ feet below northwest corner Sl,,are So
Tenth street west. north side r strrrt north %
feat hrlow southwest corner SQraTe 81 ''' VA -
. I"nth street west, north side street north, le[
Average cut bel weeu j. street ana he canal vii,
IL the execution of the work above specified. only
1rbole mad fIoHopgL svruf I'd tltrE Of -,
Jafs Gnd sEaf.rs5 Jycg r. rl 3,t,'i i, ri
7rsf 1D;1;sd iafslg 5.fa-s sac Fafd ana srsrg
Gad nd Tie %ho,s must E' H. LAID" lad Ss,
OF the best fresh hydraulic cement. and clean.
mixed il the proportion OF not more, than two part
OF sand to one part q cement and must te MAZE in
att use.
Should il be deemed necessary at any portion Of
Corporation shall be The judges, thc Work shall he
pIanEs not under inrhei miae .'h sf' U'e 0' pms
The bottom IF the trenches must lie accurately
ANA the lateral cnycrts ten ries Icing used 20 ss
cure this acc uracy. In reflEing the trenches the,
Rhs Of Of S P R to Nell fT did G Gs
and puddIed All fla@ways or other pafemsnts
cesSary to disturb, and also THE surface of thu
streets must tie repaved regarded or recraveiied
commissioner and assistant connnissioner an an
pointed To superinteud said work.
and to he worked in tie arch OF the sewer In eaSh
of these tvu CuriktOnpS h. he of
which shan nor lie less than four and half feet
long. nine inches wide and four inches thick sat
fair with the inside crown of the sewer to support
thu arch, and from nch the walls OF The one min -
nine inches thic Of brick, will be worked to within
nine inches OF the crown Of the street 70 - NED
with four piece. Of rough hammered granite ninf.
inches wide and nine inc hes thick halyet together
the ends Of such length that they will inciose a
space Of three feet IN The CLAIMED a.,
the outer sides and rahbetted on the inSer sides
tvraceive a perforated iron. over Of ono nrh -bi-t
with the word Manhole.' and tie level of the
bottom of the sewer inscribed thereon $3.50
in tfe execution Of ali or any Part OF rna af,re-
said sex, eragc not more than three hundred rest