The Jasper weekly courier. [volume] (Jasper, Ind.) 1858-1922, 1909-03-12

walls. twelve inches in thickness and
projecting one foot above and
eighteen inches on either side. hori-
zontally beyond the external dame
Ter OF the pipe. and TO such depth as
viii insure against washOuts. which
depth snail BE- determined by tie
ensiuecr All masonry shall De COLI
structed Of the best quality OF Port
land Cement COncrets. composed or
-a= par of sailors Portland Cement
.of aAs cement equ.l Ia qualityD.
NO parts Of plain sharp sand. and
.i.e pari- 0f good iura biz limestone.
broken TO pass through an one inch
u. S.cu cJlrrete suan DC mixed
tA ID the above proportions and
clttt water added 10 make IL
work well The concrete shall be
laid in the forms in not more than
sax inch layers Well ramu d until
,he mortar is flush.
The exterior walls SHALL be neatly
owelled.
8..l1.E
is. Bridges of s,eel 'l' beam
rattern VIA teel aili7s shall b.
On etiu ted su,h pla cs IN the
cadbed na %. tAe length and span
de- of foundation as shown
un the profile.
.. icA saa'l De- Of IN 2
..l lcg puarr IQ1n SIX by twelve
Nra nl.a ll.s lin wings IN edch
BE- of eavh ehuinent oi ne lengtn
lnr Di-hr fec or rs desig aated on
profile. constructed in the ,a ME man
lrer provided Tor abutmeHt Iounua-
ous r. ser of wings shall BE-
slor II gor BIZ usl tie road
en afoiCT rods three
lourihs ot an inch in diameter. The
l.Ifmert f1unialoLs and wings ar1
t he OF concrete dllcd IN around o.
Ist,rl legs prppOr,iOned 8. 10
I DE- same tiiahnrSs as Steel legs and
+ imelsion- rs per profile. The clear
width of the roadway shall be six
ltrDu feet Bridges shall be design
led TO sustain live loll Of one hun
idrcd pound- per square foot floor
surface Flooring 10 BE- thre,
Inches thick. white OAK WORKING
Il..ulnA- ui ail structures shall bt
I-aomftrnd to the engineer and SUI
81 r4nienlent Il r their approval be
Y .ore tile work OF erection begins.
ROAD MATERIAL.
Roeds one. two, and three shall be a
liol vs.
ls. Upon the roadbed graded
land compacted IS provided for II
ticie 'liIieen G3) shall be spread
II hctwDr shoulders Of dirt, which
II shall D eight irches high. eight fee
.ianert cqMilSrant from the cente
Ilile 81 tile ro, dbod layer Of clear
y ID ai 4 ll u
&. free f.Cm dust anc dirt. TO a dept
y lf not less than eight inches; sai'
Stone I'D DE ~ an even depth owe
,llhe width OF said space Of eight fee
Icf said rcadbed as provided herein
the stone shall be of "A uniform
,lsuality and durable broken as near
ll- cube as possible. and OF siZ
10 pass through a ring Of a dimen
y sion depending on the rock used an
l.o o. . term ned by the engineer
Tile layer OF stone shall be layed Il
H. uniform and even manner. NO
.lipss ftan l.01 cube Yards Of roc
las above provided shall be used O
: eh Inca mile Of this improvement
(, .-n.n tre layer of s.One MS aDOv
ilnrlvdel shall b. spread layer {
N .mcst0se screenings or river grave
4, 10 uniform depth 70 be- determine
Its the Kind of stone used as abov
/ designated and approved by the er
-iaesr ana pariateudent in char.s
dIof construction
N Afsr Spreading such screening
.sIand gravel as above provided IN
same shall he conpaoted by a rollt
I, rgighirg not less than twelve -or
.ard all pressioDs appearing @
he surface Cf the roadway shall l
MI iucd as the rolling progresses NJ
/. less than FIVE hundred and twsni
/. .icubic yards OF such screenings sha
dIbc uscd upon each lineal mile OF III
i, ur0yement.
MI Fcr Road Number four material shs
IS be a. f. loNs
MI t-non t1e 70 ii "a graded and con
acted "a prnvi lsi rim Article thrice
i tall he spr ad between shoulders
il lrwhich he'll .. ten inches high, eig
y. .,.rt mart. .puil.stal irom ne cent
y ine.f therca I he'd. Ayer Of clea
~ hard. river srs vel, e. depth q not y
1. han ten incne~ said stone 70 lie OF
r. .ven depth - ne Nidih OF said spa
:, ,fepl.f feet 81 sai road he'd, a. provid
4, tereln. The ~ yei shsl he laid IN
4 Uniform and even manner. Not J,
& nan thirteen hume "a and four cut
4. wards OF gravel A. ah W provided sh
u, rnsed II each hnral mile Of this u
IA rrOyt uielt
~ ESTIMATES.
We further report taat the es
nate Is. cost ~ said improvement
rcndire brides. culverts. surv
n. cost OF election attorneys fees. da
n ages. grading. 'ocking and eve