The Jasper weekly courier. [volume] (Jasper, Ind.) 1858-1922, 1909-03-05

80 a. ln Pair until so accepted add
IN contractor shall make such re-
pa rs the superintendent may or
dc prior TO said acceptance.
o. The engineer shat! set the
NJ .ssary uae. grade and slope
80. ,,s, and the contractor VIII bel
90 aired 90 construct said improve
n~ ats 10 such s-aAes SuCA stakes
sh, Y .e carefully preserved ~ pla,el
oy the contractor.
In t-c event q any differ
ences arising in the Interpretation OF
These specification. no, iuferurcfa-
loa of Che Superintendent snail Boz
The accepted one.
RIGHT or WAY.
II. The right OF way OF said N
roads shall be thirty 800 feet In
width. excepting that said right OF
way shall be- Increased 90 include
the slope OF excavation and embank-
Ments extending beyond such limits
~ ne slope ~ hereinafter specified
SAL right of way shall be cleared Z
OF Az distractions OF any kind what Is
soeter. 20 the public utility of said :
roads. All brush. timber and stuniDs N
shall be removed from the roadbed. .
unless otherwise specified Nd
ROADBED.
49, The roadbed shall consist of
eighteen ONl feet OF the right OF
WAY measured nine go feet on
either side no r.glt aneles 20 the cen
Ter line of the .st 90 way. eAclr- u
sive OF side ditcrss inc center line
OF said road'ed shall conform rs ~
i,arly as ,.acticabie 10 the cento
linc OF sa.L right OF way The r0ad
bed shall be made 90 conform 10 o., z
suu-srade as nliDated on The bro
flies thereof and shall be dressed n
IN "A smooth and workmanlfhe man go
nei The crown % the roadbed shaNl p
ue raised four go inches M fh
'r.tr an, stoned lO the sub-srad. M
al -te shoulders thereof After mo o..
o. tbed has been graded % "a smooth lf
ana true surface. no material shall 81.
o. placed upon said roadbed untn IN 81
sp' t,4 and approved by the slper- ai
i- Ilent ia
DRAINAGE.
IT, bitches shall be- constructed
on each side 90 the rOadbed in such hi
4 manner as not 10 permit any water 1el
70 stand therein al any point. The ier
OF said bitches shall bellay
" 10Th al top. three 80 feet. depth uni
one tl) foot width OF base one llD ha
loot. excepting whenever In the oDin- q bo
ION OF the engineer the foregoing line
shall be changed. the tn,
contractor shall construct said pro
inches TO the dimensions ordered Inn
's the engineer. Changes OF chan 10
b. IS, approach channels TO bridges by
md culverts and outlet bitches in desi
ersecting or cross roads shall be gin.
INSTRUCTED wherever the engineer Of ,
hail require. Proper outlet con- meet
nd cniverts a
GRADE .boi
g. The roadbed shall conform leom
D me sub-grade OF the road indi- less
ated by the red lines on proHles sion
hitch represent the top OF the fin roac
'hed grade The existing surface lDro.
I the roads shall be excavatel or tree
He'd as shown 10 conform 70 said ere
rade Upon the portions OF said Inc
DAD where no excavations or en-
ankments are shown the roadbed "
ball be dressed and crowned as mat
Dove specified Al all points the nell
~ OF the roadbed shall be eighteen .ost
~ ieet exclusive OF side bitches. iges
scept where otherwise specified hin
AoANAIlONS AND EMBANK- III Il
MENTS. md
10 AZ all points where indi- y,
ted on the profiles OF the respec- A
sc roads. excavations and embank nit,
ents shall be constructed and N
! other places necessary to make
e grade Of the roadway eighteen
~ feet wide on top. except where
herwise provided herein, exclusive
said bitches Excavations shalt Star,
I'VE width OF base of eighteen BE-
- feet plus the width OF side ist
tches. and all other excavations iallv
all have slope al a ratio OF one zine.
OF horizontal 10 one foot yerti- ray
J. Embankments shall have edgc
lth OF crown OF eighteen (lS) feet rcrf
a the sides thereof. one and one nee s
III ieet horizontal 10 one foot YER eve
al All said elevations and de- W.
essions IN the ground shall b.
.eied Where necessary in order
AZ the roadbed be- OF an uniform -
dth az all points on true line An
mere excavations are in excess ofiing ,
""hA uiehts the contractor shall aside
'lo~e OF the surplus az the engi- ,. in
er snail direct Approaches i'm ex Go
'atlona or entertainments TO inter Richs
-uons or crossroads shall he l.. 4
AIDED 10 the width OF not less tina, % the
'hteen tlhl feet and such an llama
'aches shall slope at ratio not And
,eeding one in twelve. exam
CULVERTs. made
T. Culverts shall be construct John
az such places and OF the diane and II
and length as shown upou tho in the
bile. all pipes used in the con ithis G
uction OF tie culverts shall be o. 1908.
vanized American ingot iron same
cts transversely corrugated with is I'm
p and one-half inch corrugations aaid h
e sections shall not be less than paved
snty-siN inches In length and Ian report
not less than two inches and 81. confir
''ly riveted with not less than Board
irlvr inch rivets. set not less than be hel
inches apart Not wider than ghefh
teen guage sheets shall be used lrain,
all culyert pipes twenty-four petite
hes in diameter and less OH .lecti,
hter than fifteen guage sheets 1909.
VI be used on thirty inch culvert hereb,
es and not lighter than fourteen plectic
ige sheets shall be used on al .ecutu
vert pipes over thirty inches IN Of gen
meter. Such pipes shall be laid llished
trenches brought 10 grade indi- And
rd by the engineer AMI al the 26tn a.
ON such trenches shall be exca- will b
80 90