National Republican., 1883-06-29
ADDITIONAL DRAINAGE.
New Lateral sewers Co he Constructed
Under the Recent Contracts.

New Lateral Sewers Co he Constructed
Under the Recent Contracts.
Tho work to be performed under tho re-
Gently awarded contracts for sewer work
comprises tho construction of the following
lateral sewers Five hundred and ten feet Of
2 by feet egg shape brick sewer, at an
average depth of IL feet inches, with three
inanholes on the east side of Ninth street,
between NJ and N streots also, 80 feet of IS.
inch pipe sewer at the N street crossing, same
side, at u depth of 11.6 feet; also, 40 feet Of
l5-inch pipo sewer, cast side of Ninth, north
of N street, Mt If feet depth also, 90 feet Of
15-inch pipe sewer, crossing Ninth street 1870
feet north Of N street, at IL feet depths, also,
2l0 lineal feet of 1S-inch pipe sewer,i south
side N street, between Eighth and Ninth
streets, at / / feet depth aud 45 lineal feet of
15.inch pipe sewer at N street crossing, at west
side of Eighth street, ut 10 feet depth.G
o street-260 lneal feet of 2 by 3 feet brick
egg shaped sewer, south side O street, between
east side Fifth and east side Sixth streets, 1871
feet depth 740 lineal feet of 2.25 by 3.J7 feet,
brick, egg shape sewer, south side q street, be.
tween Fourth and Fifth streets, 1873 feet depth;
also $50 lineal feet 25 by 375 feet, brick, egg
shape sewersouth side @, O,botweenFourths street
and main sewer, at depth of 1873 feet; also
between Sixth and Seventh streets, at depth
of IL feet; also 100 lineal feet 1s-inch pipe,
crossing Sixth and o streets, at II o feet DEPTH
also 20 lincal feet 15-inch pipe, crossing o
street Mt New Jersey avenue, 1875 feet deep
also 30 lineal feet l2.inch connection with old
sewer 12 feet depth 20 lineal feet 2l-nch
PIPE making connection with old sewer, IL
feet depth 24-inch pipe making connection
with old sewer, 10 feot depth, and 20 lineal
feet Of l5-inch sewer making connection with
old sewer. at 10 feet depth.
| street northeast, between Fourth and
Sixth, and Fifth, between / and X streets
northeast 800 lineal feet of 2.75 by 1.12 brick
sewer, south side l, between Fifth and Sixth
Streets at 11.6 feet depth $40 lineal feet 2.5
by 3. rs feet, egg shape brick sewer, south
side /, between Fourth and Fifth streets, at n
depth of 1856 feet $50 lineal feet 10 inch pipe
sewer, west side Fourth, between | and X
streets, at l1.6 feet depth, and 800 lineal feet
Is inch pipe sewer, west side Fifth, between
l and X streets at IL feet depth
" street northwest, between Second and
| North Capitol streets-S90 lineal feet IS inch
pipe sewer, north side H. between First and
North Capitol Streets 12 feet depth 195 lineal
| feet Is inch pipe sewer, north side II, between
| First street and New Jersey avenue, ~ feet
depth, and 1875 feet 10 inch pipe sewer, north
side II between New Jersey avenue and Sec
ond street. 13 feet depth
bIIeol, DcbWecn anu rllJu oITcbla
northwest-365 lineal feet Is inch pipe sewer,
south side 1, between Fourth aud Fifth
streets, at depth of SO feet, and 20 lineal
feet Is inch pipe sewer, crossing street, at a
depth of SO feet Two receiving basins are
| TO be built on north side | street.
ID street, between First street and Delaware
avenue southwestern lineal feet 3.25 by 4.S7
feet oval brick sewer, south side ID street. be-
| tween First and Delaware avenue, at depth OF
1913 feet; 20 lineal feet of2.75 by 412 feet brick
and sewer south side ID street crossing First
street, at depth of so feet, and so lineal feet
of l2-inch pipe, sewer connections with re-
ceiving basins. Four receiving basins at 1st
aud d streets
Thirtieth street, Georgetown-49O lineal
feet, 2 by 3 feet brick sewer in center OF
Thirtieth street, between and Q streets, at
depth of IL feet. In all of these sewers there
| are to be from one to six man-holes, the
ground to be all oxcavated in open trenches
tho mortar to be composed of cement aud sand,
the brick work Of the best quality, concrete
composed of mortar, and in every way to con.
form to the standard; sewer pipe to be used
| TO form n portion of the invert of the sewer
the reflling to be carefully done by ramming
compactly, sc.