Fayette County herald. [volume] (Washington [Washington Court House], Fayette County, O. [Ohio]) 1860-1???, 1867-03-28
SPECIAL SPECIFICATIONS.

SECTION |. Beginning in the line Of tht
Leesburg Road near the Corporation line
at West end of Court Street; the gravel t
be put on the first 5 poles anaverageof n
feet widei beginning at 2 poles, cut o.
Is poles averaging 20 inches; begin at 81
poles, a fill Of l2 poles averaging feet; al
40 poles, a culvert a by a feet begin at 4t
poles, cutof 6 poles, averaging inches;
begin at 81 poles, cut 6 poles, averaging
~ inches; at 80 poles, a culyert by 4
feet; begin at lO5 poles and FIJI 80 poles
averaging IL inches; at ITO poles, cul.
vert by a feet; bitches to be cut on both
sides to conduct the water to eulyert at 23l
poles; at 220 poles, u fill of 20 poles aver
aging 9 feet; at 23l poles, culvert 15 by
6 feet begin ut 240 poles, fill of % poles
averaging foot; begin at $40 poles, and
fill 6 poles averaging inches.
SECTION 2. Beginning at spoles, and fill
Gpoles, averaging 6 inches; begin at 80
poles and I'll IA poles, averaging Is inch
es; begin at 80 poles, and fill Is poles, av-
eraging l2 inches; at S6 poles, culyert
~ by a; at 1853 poles, culyert 4 by4 be-
gin at l64 poles, and fill 10 poles, averag.
ing 6 inches; beginning atl9Gpoles, a fill
of poles averaging 6 inches; beginning
at 2G8 poles, a fill Of % poles averaging ~
inches; at 225 poles, culvert 10 by A;
beginning at 264 poles, a fill Of 4S poles
averaging6 6 inchesi at 292p poles, culvert
8 by 4. EnN
SECTION 3. Beginning 100 poles, q fill of
"a poles averaging 8 inches; beginning at
100 poles, q fill Of Ia poles, 6 inches; at 2l2
poles, oulvert 10 by 4.
SEcrIcN 4. Beginning 50 poles, fill of
A poles averaging 6 inches; beginning at
ca poles, a fll Of 20 poles averaging l2
ipphesi at 73 poles, q bridge Is feet long
by 3, feet high; at 1855 poles, stone eul-
4 fhR 4 feet, 2 feet in thickness; from
Sies bitches on both sides to be cut
tdy0nduct the water to culvert at l49h
poles; begin at 275 poles, cut poles aver
agirg ~ inches; begin at 800 poles, fill l9
poles, averaging feet; at30l poles, a stone
eulvert, by Aieet, 9 feet in thickness.
SEoTloN S. Begin at 20 poles, fill OF 8
poles averaging l8 inches; begin at 2S
poles, cut lS poles averaging l9inehes; at
So poles, stone culvert BY 3 feet, 9 feet
in thickness; begin at 50 poles, cut 90 poles
averaging ~ feet; begin at ll2 poles, iill
Is poles averaging I feet; besin at 100
poles, fill - poles averaging 5feet; begin
at 42 poles. cut Is poles averaging feet
4inches; begin at 1863 poles, fill ii poles
averaging 2 feet 6 inchesj at l7S poles,
stone culvert feet long by feet high,
2 feet in Thickness; begin at 1872 poles, and
cut II poles averaging 9lS feet; begin at
2O6 poles, u Gil Of 90 poles averaging 81
feet; at2l6 poles, a stone eulvert 10 feet
long. 8 ethigh, 3 feet in thickness; begin
at 226 poles, and cut Is poles averaging 2
feet begin at 239 poles, and cut poles
6inehes; begin at252 poles, and
all 81 poles average Of 30 inches; at 263,5
poles, stone culyert by 6feet, 2IS feet in
begin at 272 poles, and cut l2
poles averaging IS inches
sRcrloS CLIO poles. At GO poles, CT
10 poles, ~ inches; at 66 poles, sAAIe
culyert BY 3 feet, feet in thicknos b
pin at n poles, and fill 90 poles, avetage
of 6 inches; at 96 poles, q stone culvert
3 feet long, by 4 feet high, SlS feet in
begin at ITO poles, and cut ay-
raging feet for % poles; begin at 1873
poles, aud all averaging 91sEeet for z
poles.
JAS. A. MCLEAN, Engineer.
CuRRAN MlLIiKAN, Assistant.
March 9ths 1867, ls'sw