The Grenada sentinel. [volume] (Grenada, Miss.) 1868-1955, 1900-11-17
E-n,scs OF THE BOARD OF
FEk suPERvIsoRs'
November TERM 1900

dnesday ~ adiournment, when tDe ioi-
orasss5 that warrant i9r go a r. Sen-
Oreowu n, Anderson, ~ Z mber and
. ) in october D III
nc. .n.t warrant for SOL 20 be Is.
EOderea' 'nuvood. member OF boaru OF
DO G. W.; "a days,9 In September = IN
tvisors, NNnvemOer and mlleage
81, sSdiioarned until 0 O'clock
ing; ..or,inc Nov. s, 1900, Board met
brsday mornirn ment. when the follow
paars were made:
Foe, m,ssissIppi, Grenada County. ..-
OF Mlsslssippp IN to be heard. y mat
day ron'i y hubble road from the iron
builIinsh river. In n northwester-
Y on tn Mullins lane. n tappenlddns
Edward Cassidy was tne rod that the
E9m"n,r, IL Is therefore oruereu UNI "
ID wo,nntract be entered into to-w1t'
III GRENADA. Miss. Nov s, 1900.
-, made and entered into.
ass,h day of November. Nineteen
Pie, gu and between Ed ward Cassidy,
re9. " s.st mart. and the Board OF SUI
al '"nof Grenada County. mississippi,
sofs, no. second part. Witiesseth: That
UGdaration Of the PAYMENTS ana agree
he,ein after mentioned TO 10 maze,
rmed and fulfilled py hs IN AZ par mart here
4 4 n a ri. me Itltl
u pn ~ nerform In the most substantial
reJ manIjke manner, and TO the salts
forhd accentance OF the President of
pn au ~ The second part. and all the WORK
a zinc and grading. including excavat-
ling and embankment requires I9r the
trupd The necessary bitches and stream
anu cn the line surveyed n selected
ons rnose from Ya1obusha iron bridge
foppt Of the hill in Dement'S field, In
M, County. State Of Mississippi, and to
In ali necessary material 70 De used IN
Irts required by party Of the second
nr said highway. according to specif-
~ hereto attached. and all plans pre-
or annroved by the President of the
Of the second part and the directions
be said President and the Following
4 and s~tipulations:
6avs after the date of this agreement
Xiii be fully completed In accordance
tha terms of his agreement on or be-
the 1st day OF June, 1901.
said work shall be executed In strict
,rmlty 10 the specifications and plans
srch explanatory instructions as may
lime TO time be given by the said Pres
Of Board of Supervisors. The amou mt
iii performed under this contract shall
6termined by measurements and calcu-
ms Of the engineer In charge OF the
who shall have full power TO condemn
reject any and all work, which, In his
an does not conform to the require
! thereof. should any dispute arise be-
the parties respecting the true n
Zion or meaning of the specifications or
the same shall be decided by the said
dent, and his decision shat be concur
and binding upon the parties hereto.
first part or by any person or persons
elr employ to any land or other proper
the owner or OwncFs, occupant or &C.
his thereof, while engaged in the prose-
bn OF the work herein contracted to be
the engineer in charge OF the work may
hate the amount % such m and
barty Of the second part shall have h
TO pay such estimated damages to the
bn agrieved; and the amount SO paid
be deducted frOa any moneys then or
eafter due the purity OF the first part for
/ performed under this contract. =.
EoSD: The party of the first part shall
Be relieved from the immediate charge
responsibility OF the work, and no part
eof shall be transferred or sub-let TO
other party or parties except by the
al written consent OF tie party OF the
nd part.
in in their employ In the prosecution of
work under this contract any person er
pms to whom tlae said President shall
SuBrH. P~artyssf the second part hereby
les that upon the certificate OF the suil
ident. that the work herein contracted
1 done has bees completed according to
POPULATIONS herein contained, party OF
teeond part with pay the parties Of the
part in full for the performance ot the
as follows:
excavating, loading. hauling and
log earth aud all other material 20ii
per cubic yxrd: no allowance Win be
II fAr Ia q. Altx- R.nfnrta ~ tkA. .na
furnishing material for constructing
completing an trestles bridges atss6 %
meal foot.
SPECIFICATIONS.
EARRING ANDG Parties yy the
part shall clear the full width OF the
OF way. aud all the additional grounds
used in the construction of said high
OF all trees, uude- growth. logs. etc.
shall also grub and remove all stamps
not exceed two feet in heighths where
embankment exceeds the heighth Of two
TIE stumps shall be cut OF on q leveI
the surface OF the ground u1der the
%Dankment.
AIDING: Under this head will he In clnd.
excavations and embankments reguir'
FOR the formation of the road-bed. thu
Ing Of all bitches, and drains contir uous
e road. the excavations and eadb tnk-
Us necessary for reconstructing high
: or forming crossings or for changing
ans and all other excavations aud I'm
kments incident to the construction u
paid road-bed. All work shall be meas
and paid for in embankmentquastities
The road-bed of the embankment sshal
aised ms much above the sub-grade as IL
opinion of Che said President may bt
fssary TO allow for subsequent settling 3,
sub-grade, bat no allowance for shrink,
be made to the party Of the frs
shall be paid for twice; that Is to say,
In excavation and embankmeut, and NJ
wance Will be made for hauling. Road
shall 1e .genecally 20 feet wide or top
the sid slopes shall be two to ore. 10
distance on said road rs theN Pressfen
oard Supervisors and engineer may de
hinc. A berm 2 feet In width shall be lief
Fhdlng in aud from the righto of wayhini
re- the material Is burrowed froiA tn
Tor ~enibnnknent. aud the excavation
be In the regular form OF q diteh'S iia
drain the water of. having "a battoi. Gu
grade liue as uay be directed by the-en
fer, ana in procering amy material tsor
eide the road-bed. the place aud mes,os o
ny 1t out shall be designated by theen
per- ana In exclv atirg 1t care must b
n not to iniure or disfigure the land In
cssarily. The borrow pits shall In gener
parallel to the center line Of the road
ana on either eide thereof The sid,
OF AL borrow pits shall be tx to l an0
u OF ! feet.shall be left between the si0P
e ana the nearest edge Of any BERN pa
nankments will he formed In layersc
depth. and the material distributed 4
manner AS the engineer In charge ma
~, The alignment and adjustment {
ie by the road may be changed wheneve
hald President considers IL necessary
eing understood that no claim for dan
hor Increase In prke will be allowed O
pt'lt OF this change.
fPtClFICATIONs FOR BRIDGING.
fidges shall be constructed according I
Is furnished by the President OF sal
ru. Material for constructing sal
ses shan be heart cypress. Piles sha
least 10 Inches SQUARE at blossom EN-
at least IL inches spare ut butt en-,
sShau be driven so that penetration tn
three CO. blows shall be three inche
y arop OF at least 20 feet. using a 30
ie payments for said work to be made d
pWs: The engineer I'm cha rye Of sal