HomeMy WebLinkAbout#187 Permanent Highway #5
Septe.be~ 17f 1919.
!lr. ChA.. L. Dutaul' ,
R1Iht-ot.w.y Asent.
State H1Sh-.&y Depart.ent.
Olympla.. "all..
Doa~ Sir:...
::1<.. We are oonl1n_ll, oonfront1ns a, <i.ueetlon hel",
\he ~w.:r of whioh 11.. in a law pa...d. 80..,.eat. pal'. anel I am
..,kin,' 10U to,.1tber quote th. 1.. on the .~1)3.ot 01' 11ve authorlt1
for ,uoh aotlon. '
, : / The que.tloD to Whioh I refe:r 1.. .hell QO C1etinl t.
width ot i'abt-of.._,. baa been ...bll.hed tOI' the 014 roa4. 1ft the
oounty. how.uch ~n the Oounty legally ala1.?
In the oa.,. at hand, a County 1'oad _. 'bull' in
1886 aorOS8 land fro. Whioh, oTiden'ly. no right-of-way ft. obtalne4.
Th1. 1a a ~ln travelled road an4 bas been open .1noo the date ot
bUlldlDS' To what w14th of :rlght-of-way 1a the Oounty now ODtitle4?
,
Thanklng you ln .4~BO' tor the ~.o~. I ....in
YOUl'S very 'Z'Uly,
Aaat. Oount1 lJ1ilDe.~
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Copy
To the State Highway Co~~issioner;
Olympia, Washington.
I hereby certify that the work cn
Permanent Highway No. _ S , , /-;;1 ~~/Vf./'"
County, has been completed by the Contractor,~/ g__
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and specifications under
, in accordance with the plans
which the contract was awarded, and that
there has been no change er modification whatsoever in said plans
and specifications, or deviation from same in the execution of the
Work, except as have been duly authorized by resolution of the
Board of County Commissioners, transmitted to and approved by the
State Highway Commissioner, and public record ffiade thereof.
-~~ ~O~~ineer. -
,
Subscribed and aworn to before me
this ILL- d
-~-----
day of
//~.
, A. D. 19 /~ .
o 1IIIOtt I 117t:(( led ~
/ytfU' /4/ /9/9,
_/JJ?//b ,hr- .(/7~
Notary Public residing at
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J-1:;/kW?rY Comm/.YJ;v/,?cr
( SEA L )
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'0 the S~te Highway Commissioner,
Olympia, Washington.
I h~reby certify tbat the work on
P$r_n~nt Highway r:o.
-.....,..
I .'
Oounty, h6i.s been completed by the Contra.oto;,
~ in i:.ooc::danoa ui.tlll:he plana
a.nd. apecl.ficationf5 i..;.rde:r '.~11ich tlle contt'C::l.ct 'Hf...a a.warde'.!, 'and. that
there ha9 been no ohange OJ: modification what"109V01' in st"...id plana
a.r.'.d. speoifioations. or deviation from e&~e in tb.~: executivn of the
work, exoept a$ have been duly authorized by r~$oluticnof the
Soa.rd. of County Commissioners, . trans:mi -:tsd to and. ::~pproTad by the
Sta.te Highway Com~i9s loner, s,l,d pub110 :record mad.e thereof.
County Engineer.
Subscribed and sworn to before me this
day of
, .A. D. 19.
(SEAL)
Rotary Publio residing at
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10 the State H;1ghwa.r OO_lesionel',
Olympia, Washington.
I hereby certify that the work on
Permanent Highwa., No.
,
County, has been ooltipleted by the Contractor,
_, in .oooraanoe 1flth tbe plane
&nd apecifioa tl'-li.B ur...d.er vlhicb. tbe contraot was a.warcied., a.n4 that
there has been no change eX' lllcdif1ca tiNl wbatsoe"er in said plane
9.r.C!. epeoific:::..tions, or deviatlon fl'C') same in the futeoution of the
work, oxcept ~s v~ve been d~ly &uthorit$d by :e$olution ot the
~ard of County Commissioners, t.ra.nsm~tted to and a.pproye4 by the
State Highwa., Commissioner, and. pUblic reoord _d.e thereof.
~ounty Englnee~. .
SUbsoribed. and sworn to before $8 this .
day of
, A. D. l~ 1
(SEAL)
10ta.r1 Publio r..ld.insat
rJ;iAiff!~~i,\ql0;\C .'. ~ . ~.~f "
:tj,~~,~fJ<i'S:~f"*.I:IECOU~T~-6i:N EER
<:i.c' .",\OP'JEFFERSONCOUNTY
:WASHINGTON "
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PORT TOWNSEND. WASH.,
A F F I D A V I T
m1lErmlE~WIEfD)
NOV 121919
l-4'GHWAV COr.iHvlISSl0.;"L~:
State of WaShington~
County of Jefferson)
ss.
Clyde L. Pea~h, being duly sworn, says: I am the duly elected,
.qualified and acting County Engineer of Jefferson County, Washing-
ton, and, as such, have had supervision of the construction of
Permanent Highway No.5, in said County.
That the Co~tract between Jas. H. Coyne and the said County
of Jefferson, for the conpletion of said Permanent Highway No. 5
has been completed, and the work has been approved and accepted
by me, as such County Engineer) and by the Board of County Com-
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missioners of Jefferson County.
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5tb.
Subscribed. and sworn to before me this ~ day of November,
94,~~~. a ~ /
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'rf
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1919.
County Auditor of Jefferson County
State of Washington.
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,!~#f~;,~~~i~~fg~;:~~GJ&NTY}_IN~~~
!~;~~~;<'>::'.'OF :J~FF'E:RSdN COUNTY
1::':i' .!WASHINGTON
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PORT TOWNSEND. WASH...
;:-~~ <: : -~:-
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loveabel' 3rd, 191'.
To the Bonorable Board ot Oounty Oommissioners,
Jetfereon Ocunlly. ..h1ncton,
Gentlemen: .
1 beg toadvlae that the oontraat entered.1nto between
Jse. H. Coyne and Jeffert~n Oounty, for the conetruotion of Per~
manent Highway No. 5~ he.a been completed.
T11e oonetruction of this hi.ghway naB been i..l.pproved by
tJ.?,LiJ offio~ and. i$ now ready rOT .r1n~1 :3.Qo'.:lptancfJ by the 30til'd'Jt
Oounty COtUm1ea1onertj.
I submit hereltith final ~fit:i.~1.t{), showing a. tOUtl &.IIOUAt
flIE1 to the COntl'actor of 12476.74, being the balano'e 01 cOXltraot
p~1o. of, '9930.00.
Respeotfully aUbm1-:ted,
~/a~
____LI'"~~y- Engineer..
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STATE FoaM No. 33-1917.
(TO BE USED FOR ROAD ESTIMATES ONLY)
ORIGINAL-DUPLICATE.
STATE OF WASHINSiT. .
TO_...........Ja~.~..........d......co:;j;(L2c?.......................... ............................ DR.
...UQ..Y...~.....&"'....................., 191..9... {Postoffice Address ).......&c.t..............ZO.J6(".!.2~~~.......YJ:a~.!2........................................
Permanent Highway No........s:............., CO'lI/f/,t~.?!~c..:h;2.O'.~..., Contract No.....~~........., Estinnate No...~...:..6&L
PaICES QUANTITY TOTAL PREVIOUS PRESENT
j
1. Clearing, per acre !
, . :
2. Grubbing, per acre 330 ~~ I rc::: 1/'15 :.~ '1 '17..5 ry .~--
,
3. . Common Excavation, per cu. yd. I
it I
4. Loose Rock Excavation, per cu. yd. /. fo/'t 17 ;J.. c; .If? -- f ~b6 ..r-7 f cJ,59 ~:cJ:6 It/
5. Solid Rock Excavation, per cu. yd. /. ~! 1 Jl. ~ -9"/ " f 366 S"7 .-9 " ..t"J .fl ~.~6 71/
6. Common Borrow per cu. yd, I i
7. Loose Rock Borrow, per cu. yd. :
8. Overhaul for each 100 ft. per cu. yd.
9. Ripra.p, hand placed, per cu. yd.
I
10. Slope Walls, per cu. yd.
II. Concrete, 1st class, per cu. yd. ~: I
I .
12. Concrete, 2nd class, per cu. yd. ~ I
13. Structural Steel Shapes in place per lb. I
:
14. Reinforcing Steel in place, per lb. :
15. Pipe Rail in place, per Un. ft.
16. Guard Ra!! in place, per lin. ft.
.
17. Timber in place, per M. B. M.
18. Piling in place, below cut-off, per lin. ft.
19. Piling in place, above cu t.off, per lin. ft. :
20. Cribbing Logs in place, per lin. ft.
21. Culvert Logs in place, per lin. ft.
22. Porous Tile, in place, 4" per !In. ft. I
23. Porous Tile, in place, 6" pe r lin. ft.
24. C.::::> n e r?"A2nlvert Pipe, in place, 12", per !In. ft. /. ~I'i .,)"1 - /6 t$ 71 ~.r .- f;..
Co I? C. r"e -Ie Culvert Pipe, in place, 18", per !In. ft. ;. 1:>0, ;2...CJ!! - ~..;21' b:2 ~,;:l,~ ~, -:- 1--'-'
CuI vert Pipe, in place, 24", per !In. ft.
Culvert Pipe, in place, 30", per lin. ft.
Culvert Pipe, in place, 30", per Un. ft.
25.
26. Surfacing, in place, per
27.
28.
29.
30.
31.
32. I
I
33. Force Account-per bills and resolution attached
Totals, I "1 9:10 ~" fp/6 ,rs /.3 ftI.2
20 per cent, retained as per contract I 111(,3 [jp. I ~L3 ,3?-
per cent. to be paid by county, I
I
per cent. to be paid by state, 9 9.3p ~o ? /f.>3 j).., ~ 11~. rJ..lJ
Approved by Board of Cownty Commissioners
~~~..................county
This...................day of-......................................, 191......
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('Qm:~~_nn_=f::.~.l..~.:-::~L'__.u.:::~{.-::~.~-:~:.u(~~:~,~:(~S~~..m.......__
Ohairman.
Leave this space blank for use of Highway Commissioner,
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I hereby certify on honor that the above estimate is basea upon actual measurements ana that the same is true ana correct.
__~~___ .om. fi'" "~~~:!:~~~'i.:::~:-:
___7~~~':~...~~::='~~~::~_~;_.:::~~~~~~~~:='::~~
~ '( ~ Olaimant.
efore me this...._....... ................aay ~
of 7-=rd~'/. Ap ovea.. ............................................................................
..........~..~.~... .~~~)ji;~~~~0~... . _ .... . _. .. .........
( SEAL)
. . ~ON COU~'Ti'. WAS!"
Res~a~ng at.......................................................... .
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State Highway Oommwsioner.
AUDITOR'S
OFFICE
STATE OF WASHINGTON
~
W arrant No. mnmmm..mmn..............nn................m._..mmnm....
A mo1/Int, $.h.nmh.n....n....m.mmmmn...nnn.n......m....n.n....n....mn...
,e
To
Account of Appropriation for
-
Instrnctions- Read and Follow
Make vouchers in duplicate. Send originai and duplicate
to State Highway Commissioner,
Be sure to sign both copies as payee; have duiy sworn
to and certified where required.
Warrants will be sent by ordinary mail at risk of payee;
or, will be registered if full postage is enclosed with request
to register.
Make out your claim on this sheet alone, in order to
avoid cumbering the files with useless paper.
C. W. CLAUSEN, State Auditor.
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B'RAlIK M. L.UlBOBN PUBLIC PRINTER
STATEI FORM No. 33-1917.
(TO BE USED FOR ROAD ESTIMATES ONLY)
ORIGINAL-DUPLICATE.
STATE OF WASHINGT. C~py .
/ J. / "roO.'"
TO ..............\.Lqn2..<;;;:u.;;; ..' 7.' '- ~}..-:",n c::.uu...................uu.....uu................... 0 R.
......Q~6......~.m.....m......m..' 191.~... (Postoffice Address) ....... f?q!.::.-!:..mZ9.!:r:':2.;,:..<;~:.?q,..........N.f?I...fl2.~.....mm..mmmm.........m..','m'" ...........
Permanent Highway NO........~....m.__.' CountY....m-/..~:~E.r;:r::';:''<?!:2,. Contract, No........_.................., Estimate No................Lm...............
PRICElS QUANTITY TOTAL PRElVIOUS PRElSIilNT
1. Clearing, per acre
2. Grubbing, per acre 330 ~'1 ISo -4'!S -Sf ~.9,.s ~~1
3. Common Excavation, per cu. yd. i
4. Loose Rock Excavation, per cu. yd. J I ~lltl :; 74C - .~ OS 1 r;~ & o:,s} f,'
5. Solid Rock Excavation, per cu. yd. I. '" 9r Z7~l~ - -</ () $1 3"- If () :$f f"
6. Common Borrow per cu. yd,
7. Loose Rock Borrow, per cu. yd.
8. Overhaul for each 100 ft. per cu. yd.
9. Riprap, hand placed, per cu. yd. I
10. Slope Walls, per cu. yd.
11. Concrete, 1st class, per cu. yd.
12. Concrete, 2nd class, per cu. yd. .
13. Structural Steel Shapes in place per lb. I
14. Reinforcing Steel in place, per lb.
15. Pipe Rail in place, per lin. ft.
16. Guard Rail in place, per lin. ft.
17. Timber in place, per M. B. M.
18. Piling in place, below cut.off, per lin. ft.
19. Piling in place, above cut.off, per lin. ft.
20. Cribbing Logs in place, per lin. ft. .
21. Cui vert Logs in place, per lin. ft.
22. Porous Tile, in place, 4" per lin. ft. I
I
23. Porous Tile, in place, 6" per lin. ft.
24. CO;?G Culvert Pipe, in place, 12", per lin. ft. I, So $) - I 7~ C:,,j- . 7."- ,.~.
, Culvert Pipe, in place, 18", per lin. ft. 3. 00 Zt>t3 - I' Z .., ~Z ~Z-9 'Z
Culvert Pipe, in place, 24", per lin. ft. I
Culvert Pipe, in place, 30", per lin, ft. I I
Culvert Pipe, in place, 30", per lin. ft. .
25. I
26. Surfacing, in place, per
27.
28. I
29. I
30. I
31.
32. I I
33. I
Force Account-per bills and resolution attached .
Totals, ~ 3/ ~ $'1 '1 "3>1 (", s-y
20 per cent. retained, as per contract, 1[3(,,3 3z ) 2" 3Z
per cent. to be paid by county,
per cent. to be paid by state, 7 ~$3 2' "': 4S3 ZGo
.
A.pproved by Board of County Commissioners
of..........J..?Cc.c;:..L::.~..~.!..?._.m....__........County
This......'J.m....day of.-........Q.f;:.bm.........., 191.'1...
C I.. !.-,</ ...."I.~.- ~.:..--
r' . l/'V ~E., "'~4':,.") G..-,'" ' I 2.
____nnnno........ ._n'___.n__n___"._n"'n"'n.n._..u_u__~__.__u_._uu._.___....u.
Ohairman.
Leave this space blank for use of Highway Commissioner.
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I hereby certify on honor that the above estimate is basea upon actual measurements ana that the same is true ana correct.
...---............~/.Yq~~---...?.~---.:.~~.q.~::2.........---.........---..---------...-
~ If'- c. . Oounty Engineer.
I, _____.....J;;:.~.~.___.:.~__...:...........'?)!.O__~.______....., having first been auly sworn, ao hereby aepose ana say that the above bill is
true ana correct; that the work was actually performea ana material furnishea as therein chargea; ana that there is aue me this
aate, accoraing to contract, the .~um of $....Z::f.::~:.~.!...if.~.___.........__...___..., ana that the same or any part thereof has not been paid.
(SIGN HERE) ........'::<!.q..;2...___I:I:___~t;?Y.:l?__~.__.._....._________........._____.___________.. for ---....~q:~.!..../i:___..5C~x.(?.~____....__........................
. . . v 7 ~. OZaimant:
Subscnbea ana sworn to before me thts......................_..___....aay .
Of.........Q.~.~m....m...m....___....__, 191.__... Approved.................______.........___......_____......___....._____.-----.---..--.
._...L1.f:;t..~___...~.......E!.td(.?.'-._m..~._:.:.........._..__...
(SEAL) ..f. " Notar1l Public.
Resiaing at..m..~~.tt!..~.:___.~(.~:f.~!:..~!?.~l Ce .
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State Highway Oommi88ioner.
,-
AUDITOR'S
OFFICE
STATE OF WASHINGTON
Warrant No. .............................................................._.................
A rruJ1.uTlJ, $__.._..........................................................................._.........
To
e
Accou.nt of Appropriation for
e
Instrnctions- Read and Follow
FRANK !d. LA.MBORN PUBLIC PRINTlIIR
Make vouchers In duplicate. Send original and duplicate
to State Highway Commissioner.
Be sure to sign both copies as payee; have duly sworn
to and certified where required.
Warrants will be sent by ordinary mail at risk of payee;
or, will be registered If full postage is enclosed with request
to register.
Make out your claim on this sbeet alone, in order to
avoid cumbering the files with useless paper.
C. W. CLAUSEN, State Auditor.
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November 14, 1919.
State,Highway Comm1ssion.l',
Ol~mpial .ashington,
Dear Sir:-
Sub.itted herew1th 1s the revi..d aftl4&vl~
of oompletion for the oonstruotion ot P.rma...tSlghway 10. ,.
Hoping tha' Uhia w111 meet .1th your approY<a1,
I re.1n,
Yours 'flry trUly
Clyd~ L. Pea.oh
Oounty Engineer.
By
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JAMES ALLEN
STATE HIGHWAY COMMISSIONER
ADDRlES8 ALL. COMMUNICATIONS To THE
STATE HIGHWAY COMMISSIONER
STATE OF WASHINGTON
OFFICE OF
HIGHWAY COMMISSIONER
OLYMPIA
November 13, 1919.
Mr. Olyde L. Peach, County Engineer,
Port Townsend, Washington.
Dear Sir:
I am in receipt of affid.a.vi t of completion
for the construction of Permanent Highway No.5. The
affidavit does not appear to cover fully the matter of
completioU in aocordance with the plans, specifications
and contraot or the matter of changes or modifications in
the plans a.nd specifications.
I am, therefore, returning
the affidavit herewith and am enclosing the form of affidavit
desired by this Department with the request that the affidavit
be completed in accordance with the state form.
Yours very truly,
JAMES ALLEN,
State Highway Commissioner,
By ~.)- /#/ 1-~7
Office Engineer.
JA: 1IW
GTMcO-Enc.
e
JAMES ALLEN
STATE HIGHWAY COMMISSIONER
e
STATE OF WASHINGTON
OFFICE OF
HIGHWAY COMMISSIONER
OLYMPIA
Nov. 6, 191'.
Mr. Clyde W. Peaoh, ~ounty Engineer,
Jefferson County)
Pt. Townsend) Wash.
Dear Sir:
Herewith copy of Estimate No.1) Permanent
Highway No.5, as requested by you on Nov. 4th.
Yours very truly, a__""
~
S ighway Commissioner.
JA:MW
GTMoC.-Eno. "
ADD REO. ALL COMMUNICATIONS TO THE
STAT. HIGHWAY COMMISSIONER
e
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Nov. 5, 1919.
Ir. Q. 'l'.. McOoy,
State Highway Department,
OlYIllpia, Wash.,
Dea.r Sir:
With fcferenGe to our telephone conver,ation of the 3rd
inst., in Whioh I requested the return of one o6py of the first
mOli.thly eatLna.te Oil construotiun of ?ermanent Highway No. " I
beg to adv lee tha.t this has not been reoeived, :md I wOldd like
very mLlch to have it in hand at tl:1e ea.rliest ~a:3ible momtmt.
In exr1:?.nation, I would lijtate. thatinadver.ts.ntly all our
oopies of the first estimate were sent to you) ~nd the memoranda
from which they were prepared haa baen mislaid; therefore, if it
should appear that the copies have bean sent to us and ha.ve misq
oarried in th9 !.'1~ils, I would thank you to se-.d me a ml~mora.nda <,
of ~he quantities snown by the first estimate.
thanking you in advanoe, I am,
""
\{OUl'S ver~r tl'uly J
County Engineer.
e
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Ootober 21, 1919.
Mr. A. P. Maria,
P~rt Orohard,Wn.,
Dear Gir:-
Last .saturday, while in Olympia, I had
Ooo~alon to visit the Highway Department, and wbile there
t in~u1red ~bout T.he notes for Per~nent Highway No.5 whloh
you 'tdok before lcs,,71ng the work.'
Ur. McCoy, to whom I W&8 r.eferred, ~de &
seat'Oh for the books but was una'01e to find all of tbe no'tse.
Th. 'alignm.ent notee were found, of whioh I made a. copy. The
eroas seotion no t.JS ',':eI'e a.lee. found, but not the one. whioh
you ~4e, these being the ones wh10h dealt w1th the or1giual
gra4.. ~nd a11gnment, and to a width of 24 teet.
! have maie a ocpy of the.e croee ..otio'
not.. a.s far as the~r are of value to U3 but there 18 .. .ection
ot ~bout 1900 feet where the grades h&ve been ohanged, Wh1~b
makes .them of no value as far Soe P,rraanent Highway 10. 5 1.
concerned. I to.ld Mr. HeCo}- that they were there somewhere but
he was unable to find them, so we thought the beet ~h1AI to
do was to ask you about them.
Next saturday, I expeot to go to Olymp1~
~ga1n, and I would appreciate it very muoh if you oould e1ther
let me know or . to inform: Mr. MOOoy.' where I could f1nd tbe notes
whioh ooncern Per_nent H1gh1l'&, 1'0..- 5. in part1cula.r.
W1&b:ing you success in you work~ I remain
Yours va~y truly,
e
e
October 22,. 1919.
Mr. A. P. Maria,
Port Orohara, un.,
Dear Sir;-.
hlnc6 writing to you yeatel'ciay. I have hact
eome oorrespondanc~ with the State Hicrhway Department, and
today 'ehe book C!:l.mfJ which oonta1ns the eroee section notes
for Permanent Highway No.5.
The work is all done on the Highway now. and \Va
wanted to have aoma kind of reoord in our offioe before the
job was acoepted, mere for form than anything else.
Yours very truly
--
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October 22, 1919.
.
Sta'e Highway Commieeioner,
Olympia, Washington.
Dear Sir:-
I a.oknowledi\l the reoeipt 0[.F1114 Book
No. 0 173, oontaining note~ooncerni~g Permanent Highwa,y No.: ,.
Aokno\Vlengement 18 a.lso given ot the reoeipt
of blueprint3 of the Crocksr Lake Seat10n of the Olympio
Highway regarding right of wa.y from the P. T.& S. R. R.
Thanking you for your troublQ, I rema~n
Yours very truly,
Asst. County Eng1neer.
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fotober 22, 1919.
spate H1ghway Oommissioner,
Olyp
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JAMES ALLEN
STATE HIGHWAY COMMISSIONER
ADDRESS ALL COMMUNICATIONS TO THE
STATE HIGHWAY COMMISSIONER
STATE OF WASHINGTON
OFFICE OF
HIGHWAY COMMISSIONER
OLYMPIA
S ep t . 26, 19 19 .
Olyde L. Peach, County Engineer,
Pt. TO'Nns end, Wa.sh.
Dear 81 r ;
I wish to aaknowledge receipt of two
certified copies of pl~ns, specifications and
contract for Permc~nent Highway No.5.
One copy
is being returned to you by to-day's express as only
copy is required for our files.
~Yours very trulY,/,/ _
t'. . ;-
~_.",_.,,-,_ ~uL/<..'<:"'<I"
--...,
S Highway Commissioner.
JA:MVV
GTMcC. ?/
.
e
September 23, 1919.
Yr. J~mee Allan,
State H1ghway Oommissioner,
Olympia, Washington,
Dear Sir:
Under another oover! am sending you two oertified ooplos
of th. plans, speoifications, proposal andoontraot of Permanent
Highway 10. 5, in aocordanoe with.your request of the 17th instant.
Your~ ve~y truly,
Oounty Engineer.
;t:i
JANES ALLEN
STATE HIGHWAY COMMISSIONER
-
e"
ADDR..SALL COMMU,NICATIONS TO THB
STAT&: HIGHWAY COMMISSION_R
STATE OF WASHINGTON
OFFICE OF
HIGHWAY COMMISSIONER
OLYMPIA
september 17, 1919.
Mr. Clyde L. Peach,
County Engineer,
Port Townsend, Wash.
Dear Sir:
I am in receipt of certified copies Qf plans,
specifications and c-ontract of Permahent Fighway No.5,
which are being returned under separate cover with the
request that the pr oposal and contract be completely
filled out showing date of contract, name of contractor,
lump sum price. etc.
,
Yours very truly,
,Tames Allen,
state Highway C ommissi oner,
,T A- BA
G TMC C t-.
.-.
e
Sept..b.r 11, 1919.
.,. 8..', itt'.n,
Stat. H1sh",0ommi'81on.~,
.ol,..p1& , 'aab.l-.toD..,
o.&r 11r:...
. S1no.' tbe stat. .... flnlahe4 1 'a hll~_..rs..'.1fo:rk
Ol'U. Olympio .Hlgho, 0....... Duoa.bulhancl Ir1.11B01'1, .ad.1JlS..O~\Ul'1
..,'en'llv.. 'he.up'"l,.~.a 01'_1001\.,tJ\tot10. of 'n...', .
~1,h_y.lio.5, we have eQ.Jr~.no.4,".e.d.lftl0\1~t, lftth.n'_rt'lllOJl
..to'b.. tao. t... 'On. a... lip., Depa.r.._.' has all.. ACt.. .
.CJOIJ,lflq thl. ..otlonotlU,,,,,
.,
. n.a .IIr~*r1. 1.ftthe 1fO", he -. lola.$.' ellSl.."
to 1b'I.'eHlllaW&7D.,.,~'t.e)l"ha' .... be ,1... ,,, oop, qf .1)~..~e.
.bio~lo..rn the a,11pa...,I_......act. 0'7:0"-'.',"0l\ of ,., .'0,11."'0' of
'bbe OlJllp1o Htp..., ~ W'.. ... h..d notl\ias'tr08i 1 t ,..,.' .it 11'0."-4
VpJJeo1at., 1 t ,..ry muoh it file:A . COPT OGulCl be 11'10 _I la til. a....
fU"bure.
Tour. tRlf.
A.a~. OouatYIaC1.e.r.
.
.-:-~-~-
....."..i~.:'
e.
e
8.pt..be~ ., 1919.
*. I.... All..,
e~. ,. liSh.., .Ooami..1oa.r,
01J11p i& ,_ahlal".,
Dear s,*,:-
Inoloa.4 her..l~h pl8&" find oert1f1e4 oople..ot
the Pl".. and Speoifioationafo. P.~....a' Hllb'" 10. ,.. adopt.d
llt, ". ....'4 ot.Oouty 00_1..10.11-., at tbell' ....10a on Sep,..be:r
4'_. Tou will plea.. aot10, th. ..'taoh.4,..olutlon ....:r41al'h.
aufa..... to b. ,...4, pure.nt to you lll.~wotloJl' ot '." lOth.
B14. .er. ope.o4on S,pt..b., 4th to:r tal oo..'ruot1o~
of tb, abo", 111 lb.' , "D4 th. oo.':r.~t _. .1., to M1'. la... H. O.o)'ne
tor the .ua of "'0.00.
Your. truly
A..,. Oonaty 1D.11D.e~.
--7')ffl-M'.."Nff-'.i'~;).-~'''-'!!'v;.... .'
JAMES ALLEN
STATE HIGHWAY COMMISSIONER
ADDR... AI-I- COMMUNICATIONS TO THE
STAT. HIGHWAY COMMIS.lONER
STATE OF WASHINGTON
OFFICE OF
HIGHWAY COMMISSIONER
Ol:.YMPIA
Sept. ltl 1919.
Hvn. Board of Oounty Commissioners,
Pt. TOHnse:m,d, Wa.sh1ngton.
Gentlemen:
1 am in r~ae1pt of plana, speoifioations
and oOlltra.ot for Pel'j"Jl(.'..!.ont H1g,Ci....,ay ::Io. ), "ifhich i..:ca
hereby apprcve:l ana. aI''' be1ng rC':Jtl.U.'n~.i to your County
Engineer.
Youri "{err truly,
Jame s All en,
St;..-:..t6 ni,e.!liYay COflllUlafj1oner''-
JA:MW
aTI{cc. t/
By:
lL
.
.
,
S.pt..b.~ 284. 1919.
IIr, Jam.,Allen,
etate Hilhwa1 Oommie.ioner,
OlJ.pla, Wa.hington,
"
,',' ~
,Pursuant to your instruotions to the Boa.rd of Oommis.ioners
of'the 'Ot11 ult., with regard to the surfacing of Permanent H1g11.,
10. " I enolo.. herewith a. resolution adopted by the BoarJ'I'th18 elate,
...,
providing tor the surfacing of the highway from Permanent Highway
J(ai~~._~o..Fund..
Bld..ja.re galled for Thur,day aftarnooa, (Sept. 4th) and it 1.
imp.rattve that the plana and speoifloation, be retuzn.4 by tbat t1m..
Youravery truly,
Oounty EnS1...r.
e
e
JAMES ALLEN
STATE HIGHWAY COMMISSIONER
ADDR..S ALL COMMUNICATIONS TO THB
STATE HIGHWAY COMMlSSION.R
STATE OF WASHINGTON
OFFICE OF
HIGHWAY COMMISSIONER
OLYMPIA
Augus t 30, 1919 .
Hon. Board of County Commissioners,
Pt. Townsend, Washington.
Gentlemen:
I am in receipt of plans, specifications and con-
tract for Permanent Highway No. 5 and note that no surfacing
is contemplated with this improvement.
I wish to advise that in order to comply with the
Permanent Highway Law, which requires a permanent highway to
be surfaced, it is necessary that a resolution be passed by
you prowiding for the surfacing .of this permanent high".:vay
from your Permanent Highway Maintenance Fund and said resolution,
surfacing specifications and estimate of cost be forwarded to
this Department.
The plans, specifications ~nd contract for
the grading.of this permanent highway may not be approved until
the surfacing resolution, specifications and estimate are
received.
Yours veTY truly,
JAMES ALLEN,
State Highway Commissioner,
By
As sis tan t'j
JA:MW
GTMcC. L/
e
.
JAMES ALLEN
STATE HIGHWAY COMMISSIONER
ADDRKSS ALL COMMUNICATIONS TO THE
STATE HIGHWAY COMMISSION_R
STATE OF WASHINGTON
OFFICE OF
HIGHWAY COMMISSIONER
OLYMPIA
August 29, 1919.
Hon. Board of County Commissioners,
Pt. Townsend, Wash.
Gentlemen:
I am in receipt of your preliminary resolution
dated August 15th providing for the improvement under the
Permanent Highway Law of the following described road:
ftBeing that portion of the Olympic Highway in
Jefferson County between Brinnon and Duckabus~ beginning
at Station 1320+00 and ending at Station 1388+00, a distance
of 1.29 miles more or less".
This resolution is hereby approved and is
designated on our records as Permanent Highway No.5.
Yours very truly,
JAMES ALLEN,
State Highway Commissioner,
By
Assistant.
JA:MW
GTMcC.
.
e
AUgust 23, 1.919.
111'. Ja.mea Allen,
~tate Hlgbway Oommissioner,
01ym~1a, Washington,
near ~ir:
Enolosed herewith please find proposed Oontract, Plane
and Speolflo.tlons for Permanent H'Sbway No.5. be1ng a road 1.29
miles in length between Br1nnon and Duckabulh.
Aleo, pleaee find enolosed the estimate of ooat of this
lmt'rovement.
If th~ original resolution, 9.nd. these plans, and estima.te
are to be arrroved, I would be very glad to have them'baok as soon
ae pOI-sible.
Yours very truly,
Oounty Engin.er.
OFFICE OF THE COUNTY.GINEER
OF J EFFERSON COUNTY
WASHINGTON
e
PORT TOWNSEND. WASH.,
,:.1,
fugust 16th, 1919.
lIr. James Allen,
State Highway.Oommiesloner,
Olympia, Washington,
Dear Sir:
Yesterday the Board of County Commissioners ~dopted a-
Resolution providing for the building of a mile of Permanent High-
way between Duokabush and Brinnon.
On my return to Port Townsend after inspeoting the proposed
improvement, and seleoting the seotion to be built, I find the
Auditor out of the oity, and the two original oopi.s of the resolution
missiii from her offioe, and I therefore assume that they have been
sent to you for approval.
Since the two oopies above referred to did not oontain the
e. de.oription of the.seotion to bet improved, I am enolosing herewith
a third oopy for your approval, and would ask that the desoription
be inserted in the originals if they he.,. been reoeived.
In. order to obtain three pub110ations of the "Oall for Bids"
before the 'ext sess10n of the Board. of Commissioners, the notioe
was inserted in this morning'. paper, and I have called the seotion to
be 1mproved "Permanent Highway No.5"; if it is possible, will you
so designate the road?
The seotion to be lmproved wae eeleoted with the approval of
Mr. Mar1s and Mr. Jas. Ooyne, and also with the advioe of former
Oounty Engineer Guy D. E..ards, and oertain ohange. in the line, &s
well as the completion of oerta1n work now under oonstruotion.was
agreed on, in order that the neoessary mile of road 60uld be put in
for 85,000.00. Plan. and speoifioations w111 be forwarded for your
approval, as soon as they oan be prepared.
Yours very truly,
~~
Oounty J,sineer.
./ -..1
~
."'~'-.;;f~";
l
L
I submit h.~.with plans and ape01fio&t1ons together wlth
the estimate fo~ the oo.t of oonstrUQtlOD of Perman..' HighwayRo. 5:
ESTIMATED OOST OF OOISTRUOTIOH
Olearing Oomple,.d
Grubb1ng 1.5 Aor.. . "'0.00 ...........
Exoavation 5894 Cu. Yds. . 1.48 ..........
Oulve~'., oonorete, plain, 12", 51 feet . '1~50.
Culve~ts, oonor.'e, plain, 18", 20~ ft. . .3.00
Gravel loae
Total Oost
_e
.
To the Ho.orable Boardo! OountyO-Oui.a1on.er.,
J.tt.~.on Oounty, Wa,ahl1!,gton.
Geatle.en :-.
. 495.00
'72'.12
70.50
6a&f..oo
99l4.f)2
R.speotfully lub.ltte4,
Oounty EDl1neer.
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".1.~'of1.2t.J.l... 110%. or 1...~ 04 8&14 lIlproY_' _* __
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la. ""4 SlpR' Departll81lt for apprOftJ.40 aot lulu. 0" ..laolaS
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__rea_. 1 t. 18 48..... to tile .at iater.., 0.1 the County of
i.t.r_8Oft '.halthe pa.el 8\11"taclaa. 0& -.14 J"084 be 40.. '0)" (f<n..,
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. ....4 ua4eZ' .the t11r"'1_ of the County hSt-.. ill _..fa.oias_lei
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Port Townsend, Washington,...................m..............................
Received from............................................................... ............................................................................,I.~:t.RQl2..e.1:.L.L.4...,................
In payment of Recording Fees on the following instruments:
AUDITOR'S OFFICE
.JEFFERSON COUNTY, WASHINGTON
NUMBER
WHEN FILED
GRANTOR OR VENOOR
.y
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GRANTEE OR VENDEE
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INSTRUMENTS
FEES
J? '1. ({/ (t..
f1...
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I
Betty J. Temple, Auditor
By......... ........... .......... ...............:..................................... m.. , Deputy
..
"
-
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-00000-
Contraots, ~lanl and Specl~loat1on8
for the Oonatruotlon ot
PERMANENT
HIGHWAY
Offloe of the Oounty Englneer
..
10. 5
Jetferson Oounty
· 'Ia..h1ngton.
..
Port Town.end.
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~-'Ir.:!1"""""~' .,,,,",,~"'__"~~~ --'~_ _..._....~;~*';';;;O::O(;"'\o.."l" , ~,,,,,,,...... ~~~~._n"...... _..".".~.... t_~'"
t e/ rei f/J
:CNSTRUCTIONS TO BIDJEES.
Eaoh l~id ~(,U~G -oe made on the form fux'nished by the C(",.tr. ty
Commissioners, ~nQ shall Get forth the full name and addr08s of 6ve~y ,
· person intereoted in the same.
Any addition in wrtting to the form of the bid of aLY ~ondition.
limitation, at provision will be liable to render the proposal
J.:nf.0rmal and. tQ ca\:i.se j -GS rejection,
The previous exp8rience and responsibility, as well as the
present ability of the bidder, will be considered in determining
which is the best bid. Thf: successful bid.der will be requ:.red to
furnish, before entering upon the work, a cor?orate surety bond in
a penal sum equal to the contract price, for the faithf~l perform-
ance of the woxk.
Th8 contract will be a'LL/~ LJur,n
oontract; Monthly estimates
of th0work done will be made by the engineer in charge, and payment
will be made for Eghly peL cenf (gojI). of the'. value of the work
d.one; TJeYenfy ...f21U- cenf (20%) tc be ret'J.ined till the contract
is completedaauid 8:'wE"p'ted by ik._..caun.Iy_.Lng/.ne~r, Col./nfy Comm;s.sjo~rs
and Sfo~e Mghwqy ,Commissioner , ,-'
As a baS1S ror maklng monthly CStl,:n;i-te-S, 2" sc11ea.ule 01 prices
to be used will be based. upon the lJrlces :i.n the prelimina.ry estimate
which prices shall '.:.>e i:1."r.cas0cl 07 Tea.uced in the same ratio that
/
the lump sum price bear3 to the prelimin:uy e3t2.mrit;~;
The c.ontractol' l:11USt li1o,ke pa.yrnen~~s T,() tt(,;: 2\t&"l;i~ C'~S are required
by Chapter 7'+ of t~1C law'3 of 191J. (.rr:du:;t:tjJl.1 ::nE.~lcr:.:-:(;e Act).
All work en the contract shall be p.3:..fo!'J"Iled .'L'l.:S-'JS cg: eight hours,.
except in case of extraordinary emergency.
In case o~ non...compJ,etion of the cO:1traCG U1J')11 NQ.l/~~4 tb. /9J!J.....
the contr2.ct.:>x shall. be 2.l.able to iJ8,Y to the C:.:;unty as liquidated
damages, ani not a <, a penalty, tb.e sum of ten dollan;; (;$~J..O. OJ) for
.<;>
ea.oh d3.Y between the appointei ani t118 actual date OJ: cODl')letion,
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unless an extension of tj.me shall be granted for cause by the
County Commissioners.
Bids for this improvement will be opened in the office of
County Commissioners at Port Townsend, Washi,ngton, at 2:00 p. m.
l..'Sepfetnner 4~ /9/9.
Each bid must be completely sealed in a separate package,
addressed to the County Commi.ssione..rs, Port Townsend, Washington,
wi th the name of the improvement for which the b.i.d is submitted
plainly written on the outside of the paclcage.
The bidder t s attention is partic\.l}a.rly c?lled to Sections
1 and 2 of the specifications. The County Commi3sioners, the
Washington Forest Fire Association and the State FireWard~n all
insist that the refuse fr.om clearing and grubbing on public roads
be properly disposed of and the premises left ina neat and pre-
senta.ble oond~ tion. The provisions of this St~(" tion will, there-
fore, be striotly enforced.
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GENERAL STIPULATIONS
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It will further be expressly agreed between the parties to
the con-tract that the contract is made subject to the following condi-
tions and stipulations:
a. It is understoo~ that intending bidders have examined the
.'ii<..l.'l\ covered by these p12o!lG ;J.nd specifications and have satisfied
the::nselves as to t}:8 n8.1:',l'''''' and :i.ntent of the work to be done; con-
tract and specificCl J:; 'i.ons 1.ob.;;; G-i;:r J.e. tly enforced in order to obtain
a finished a workmg,nlike jc>.
In case of ambigu~_~.y cf c;xl-:rGRsion in the specifications, or
doubt as to the correct inte..c;)J:'8tr.tion of the same, the ID9tter shall
be. submitted to the County Eng'~~leer, 'Nhose decision sh~11 be final..
b. Any work or materials that may have been accidentally
omitted in the description 0: the work, but which is clearly implied
shall be furnished by the contra0tor the same .as if it had been spec-
~fic~lly stated. Work shown on the plans and not mentioned in the
specifications, and vice Ye~Ga., 'YJll be done as if shown by both,
when and where required.
c. Wherever the \v('~:,(j II G:'le::.i.(l.eCl'11 is used it refers to the
County Engineer, his chief cng:i;'.lC'8T 0:1' authorized assistants> by
whom all explanations and 1~:Lre(:.L.i.C'n,~ necessary for the satisfactory
prosecution ani completion c-1 thE'" w~,rk described in these specifica-
tions will be given.
d. Wherever the V;o.l":l'~,;,'<;. t.;'.~\c-j~nJ:i1 is used,:. refers to and
me2.ns the party or parties who h?.~J'3 (luly enterecl into c,ontract wi th
the County.of Jefferson, Washington, to perform the work; their
dllly authorize~ agents or legal rq:resenta tives.
e. Any written notice to the contractor which may be re-
qnis:.te under these specilficat1.ons may be served on said contractor
e: t:-:..e:r personally or by mai~ or by leaving the same at his last
kn0~n place of .residence.
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f. All engL16e.!~' t 8 marks, monuments, or stakes sha11 be C8.:re-
fully preserved without disturbance until permission for their removal
shall be given by tbe engineer, All expense incurred through the re-
setting of stakes 'Gllat ha\"c been destroyed by the oontractor will be
cbarged to the co:ot?'a.c tor alld ded.uoted from his estimates.
g. No deviatioD, LY.'O;ll the spcuifications 0:: cietaiJ.ed plans
'vi.L'. be c,llowed, unj.ess eJ. WI:;. tt,r-;:n pej::'flission shall 1).83c been prev:i.ous-
ly ubtained from th~ C0UJ~ty En?i~e0r.
h. The Cc.r,n;.ty Ll:gir~~:r::::: :lc.rlng the progress of the work, may
by giving notice .t,::> the GOI.:l'l.:r:a..;'i:;ors} alter any of the details of con.,..
struction in any manner "the'- ::~i;":l,.," 1.Je .fou.nd expedient or sui tablI6; such.
al terations shall :"'l.ot lIl",T'3.:d..c1.!;),t;,; ':ibe \:ontraot, and the contractor must
a.ccept and execute. t~1.e Gnaw aEl :!:f 1;1.1ey were part of the original con-
tract, and at the complet:t.or, of ~lF~ work an allowance will be made
for such alterations, et(;, ~ ~d.theJ:' for or against the contractor as
the Gase may be> and. the ";all.'.e of SUC!.l alterations will be estimated
by the engineer from the s0rledule of rates and prices at~ched to the
ccnt~a.'J.t, or should it noi, e.pply., che equitable amount will bE' esti-
ma ted. by the engine e): ·
i. It is mutua:'.l) .:;,;..:'c<;;d b(~twe8r:-. the parties to the C0n~-
tl'act, that to prevent a1':;' jj,Gj.)in:c.s Sl.IlG :O'li.sunderstandings betiNe"~
them in relation to any c/ the Gtij.mJ.<:'.'t,i.Ol1E; conto.:i.ned in these ll~~.@-
ifica tions, or their perfOTn~anc(:.; t,y En the!' o~ sc:..ici pc..rties, that the
COlli1ty Engineer shall be ar'. 1.:mp:~re tc, d.eeid.E: all ma.t.ters arising or
growing out of said contract oet~eell them.
j. The contractor w'jJ.. be held :.responsible fer the i8 i th.-
ful execution of the work :\.Ti. acc.ol'danu6 \";i th the specifications, Any
6.efec'tive work that may be discove:c,:;d by the engineer or his appoint-
ees before the final acceptance, o:rbefo:re final payment; shall have
'0ee.f! ~:1de ,> shall be removed and 1 eplaoed by work and materials which
f:h.s...;...i. conform to the spirit of the specifications; the faot that the
,t.l.';Pl,;(:tor or other person in charge may hs..ve o-verJ.uoked such a.efective
work shall not constitute an acceptance of the s~m8,
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k. All wo~.:!{ 3h2.11 be neo.tJ.V cleiBllied up on completion accord...
J.'ng to the ~g~n""'v,', d,.,..",..t.ion a..D.cl bo 10f"'3 :l.n c,. neat and. orderly
eI~,. ...... 'C.".... <> l .!.J. v" ,.- 1.,
condition ready [O~ use,
1. T116 8uc;cess.ru} bi.d.cler 3~\<3,11 sa t~_sfy the GOU;lty before the
oontraot is' awa.:r(l{~<i to hirLl.t -Gh8.i; hr--:. h8.3 ur ':15.11 p:r.o;:vrp';jlj prov'lde sui t-
S' ":)),8 and proper;~ien 2..nd t,:;:):l.~: Eel:::, ~C1 !;r,.iDtJr-} fc:r. e::;,cl1 of the d.:i.fferent
.{'.!..' "J Jf work ^
~. The orrt.tr.'.',,;".C:: ::;l!.~2J 1 ~/);: the 8f1.me compensation as for oth-
e1' grading, gr.ade e s'j,fc! ~)y::\p,)1' sen(': wo1'kmanlikp connection. with all
intersecting pub1:i.c or pr:l;.:':n.;c :r,.iacts or d.rivewayo, acco:cd.ing to the
directions of th~ ~ngin8~r.
Il. A::'..l ma.terieJ. 3,::.d 'JI1':<'CY_C13,nship Ghall be of t116 bes'~ of its
class or kind. \\1] watf;l'3.a::. "vl~1.ch 'ffio,y be rejected shall at. Qnce b'e
removed from the v:lcini t:: 2,1~d '.repl"i,oE:d. by material of appro~Ted
qua.lity.
o. The contracto;: chall gd.Vf.. h::.s personal attention to the
faj 'Cl1fl.l1. prosecution of t:.16 wc.:r:k) shall not sublet the same OI' any
part -thereof without the w:rit.t.en r.,onser..:~ of the County. COpi::~8 of
a.ll auo-contracts must be :'::'1.1ed '/IT) t:~L ths Oounty. Engj.nesr ~ OcntrH,(;i;or
S11a1-.l not "'BBJ.' gn,. tv pr\"~e' .' +. 'c';'-.''''.'''l(:'t.f: nr
~ ~". 'wi ", .'. \,1 .J ,l" '.. ,,_, ..t. A' .... T -
othprwj.ae, any of the mOD-
eye payable under these'sper..;Lt.:';.,.":c..'ti0ns.
p. Wheu6ve:r. the ';::-)y'itii",';r::J!' 'l.[; rJ.('It preSG'O.7; 0;:1 the work)
orders will be given to ths ':m:>:.~'i(;.t,,'.nd.eT~t Q:~' O~r8rSl='F;:r: who may have
irro:r.ediate charge thel'eof) C).,nd ,sh€'..: '~~'.'r hira 02 ~e'-:ei"Tl.lcl a1d obsyed"
If any person ~mployed ()T~
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~'''''':!'18''''!'' +- '1)<, ;"'(',..W\'-e....eTlt
<'Np!i' .'N~ ..\. ~ ,. ...cJ._'Vu.iP 1.>,. ~.
disorderly or unfaithful, he 81:[1J.1, upon the r6rlLi.isi tion of the E:;Dgi.-
neer, be at onoe discharged. 8x.L5. 1';01; a.ga.iE employed upon 3..ny pa,rt of
tll~ \,\fork.
q. The County Engineer rlay r3LJ,8}H;md a.LJ. work C!:'. ccny or 2,11
T-o.c1jj.ons of the road for such pe.xiocla, 2..<;:< he may d.eem neoessary. The
CCTl.l;TP.C1jO:r shall not make any claira 01' demand for da.mage by reason of
ScL'lJ sUGpensions in the work, but t.h0 pe.r:ioc1 of SUetl suspension will be
exe1,uded in computing the time 15.m5. t for the complet:Lon of the work.
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r. The OOflt:r9.C1:j:i. agrees- to aasume all :r.isk3 C1nd liabilities
tor a.ooident aT daiX.!!.ga tllat m3..y:::'cc:n~e to p6!'sons Ol~ property during
the prosecu tioI.\. of the work '.lnCLe:r these sp <:. 0 if :\oa. t.iC'::~8._ by reason of
the negligence OJ:' oareles:::;nes8 of :-J.=~:'1l':'.;81f ~ his agents or employees.
Sf All 9Mrk will be measured and pali for as set forth in
t~~ attaohed form of tide.
t. Un bid wi2l be ~cn2idcrod ~nlGg~
~,",l...:. .:l.. L', e s
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ue.
6lo.! tal i01
o'~ch
tie;"} :i n propoLliill tJl~:r..k5
:~ ,..,.....,.:':1 bid.
If the Qurit.:'.2.2,.~;'t iE:~ ;_.~..~t ;)y I:UUlp 8.urn f;~ic8 0~Y...t.xa.. .e'kl1jCl~:i.a]~
a.nd labor shaTl. be paid .fc.r;~.~ c\ 1')1'1(lO ba.sed upon the prl..;E>. in the
engineer I S prellmina:.r)T e.,,; '~.:.rr,8.tc t wnich pr:"0e shall be inoreased or
:reduced in the same :r.a 'i;iu t~hi i. tJ:"J::' l:.ll'l:p SUi:, price bears to th.3
engineer's preliminary fJEUY[li1.t€>.!
alinement.as staked on the g~ound 0~
u.
are
intended to represent the wory
". :.:~one with rea,souable cfufusBneSft
8peC2.15.c nnrobe'!:' of uni ts of any kind,
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v. Whe1>6 the :,rcrJ:rov(.r-.e:)~ fc.11ows an existing traveled :Load
the contrao tor shall at r,n.s cwn ,:;xperw(> keu";? t~le :road. open to t1.'B.ffmc
oJ: pl'ovj.de sui ta.ble de"tou:rs 80 tba.t t::"c<.ffic will not be tnte:rrupt8d.
w. The bidder i' 8 Co ~ ,.0Dtiiu:r i8 pc.i.!'t.: !}ularly c.2.3.1ed to SG'JtH.lns
(;;,::.e a.nd two of the specifi,::,"J. ~,i 'JU, a.nl ,..1.80 to SEH,;"~ioTi throe, chapte):
33 of the Session La.ws 01.' 1:..<i.7. ~Ti.tl;tf~f8re~ce~,c 1:[.\;1 b1..1r:1.Ulg lif re.-
fuee} timber, brush a.nd del)X'is .C:0!11; ;.f/'!,-;i ag p~_1.d gr~lL(-;ing 0pera. tions.
The County, the Wasnlr:gton F'orest }t'L:e AS8C0iation 3.:::d t'ne
Stat::; Fire Warden all ins:i.st the',t tha sta.tU'Cf;3 r;overing the m~ttG:r be
striotly enforoed, and that the refu8s from olearing Bnd grubbing Oli
publj.c roads be pJ:'ope:rly d.~sp()se.d (,f F\,nd ~hf, pre:nis'3s be left in a
L~~t G~d presentable oonditjoL.
The provisions oi tLe c,:o:)cj..L\uE',t1o::-1S a.nll the statutes,
tt.c,.;.'r:,.t,:,::'C. will be lli'ti'tgtlY .Gnfo:~2~Ji.
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'.~liID SPECIF!CATIONS F()it~Oj_8rtt:m' 'OJl1:~re'~'f~~.
JEFFERSON. couwry ..-WA SHINGTON ·
';"0000'0":".
1. OLEARING. The right-of-way will in gene:ra.l be Qlea.red td
the width of ~ feet on each side of the center line but will be
cleared to grea.ter widths where ordered by the Engineer. .clearing
outside of the right-of-way shall be done under the same specifica.-
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tar specified, a.l1 trees, brush I logs and other vegetable matter shall
; ,
b.a removed Cl.;nd burned wi thin the right-ot-way. No a.tump ~11 be
left in the ~leared space with a. height greater than .its diameter.
. ,
Under fills of more than two feet the top of stumps ab.a.ll be a.t least
fwo Ie~f-
~ij f~vt below grade.
Trees designa.ted by the Engineer sha.l1 bt~. Ip.ft s.ta.nding a.nd care
shall be exercised by the Oontractor not; "G0 da.rnag~ Guoh trees in fall...,
iug adjacent ~imber OT in burning.
All merohanta.b1e t:!.moeI' shall be cut. into :I.()g~ c.f standa.:td
lengths a.nd decked along the edge of the clea.rinG ~r <.vi thin the
right-of-way outside of the clearing, f~e6 fxom T~bb~~h and worth-
less logs.
A t such times as the state or Go~vernm6nt a.'J.thoti ties p:rohibi t
burl1.illg, the refuse frOiti the olearing sha.llbe piJ.e3. along the sides
of the :eight-ai-way a.t points where i~S burning will not d.;3..ma.ge
standing timber, :and wb.en such pronibi tion isremoiTed the piles of
r"efu.ae shall be burned.
Olea.ring must be car:.eieJ. on a.ndcompleted. Ci,t least one b.3.lf
mile ahead of the grading.
for the area a.ctuallY clear
o
ontraotor in acco~Jance witill
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a.r.VJ1nylID ahECI].;rCV~~OX1a ].O..I:f..COId~JiImq...T..T.Q."A 'QT... ,.
'.. . . ~... 4 ~ lJil)IfOAED ~OY;P.8'
2. GRUBBING. All stumps, roo~s, 8-ud ~tQ.e.r wood embedded in
-. c.:.--
,De "ouad with~n the areas iaeluded betwee~ the slope s~kes of all
exQ&~ation of~ feet ~r lesa) and all rills of two feet or lese $ball
~e re.li1Oved a..p~ 'burned wi thin t'he :right-of -wa.y. At such times a.s the
State or Govern.ant authorities prohibit burning, the refuse from
.the grubbing sh~ll be piled along the sides of the rig4t-of~way,at
points where its burning will not damage standing timber, and wben
such prGAlbi tion is removed) the piles oJ refuse s.ha.llbe burned..
a.rea. actuallY grubbedb
c or within the li.m1 ts a.bove spec-
)i
9'RA.DING. Under this head is included a.ll exoa.vations a.nd
r. .
~mban~nta ~equired for the formation of the roadbed~ the digging
af drain ditches and cutting new channels for stre&ms, either ~ithln
o~ wi'ho~t. the right-of-way, excavations or embankments for bridges
arid eUlV$~ts a.nd the gra.d1I'l-g of intersecting highways a.~d private
tOads, a.nd gra.Ciing new a.pproa.cheewhen ord.e:red by the Enginee-.
price b4~ pe. cubio yar~ of excava~ion shall cover
o.s.va.tEid. of .ha~soever cha.raoter, whi'ch price ',~ the a.ddi t~onal p.J'1ce
paid fG~ overhaul hereina.fter def' be full oompen_t,1on fo;r
aulirig into embankment or disposing of it
and finishing the roadbed and s'lopesas
'ex~va.ti.~g the
a.s d1t,~te
tb~ ~\Qtt,a~ ~e4tlired lor the formation of ~mbankmen~ not fbr~
f%o. t~e eaeal& tiont&ken ftom the regular sections o! the roadbed
W;i.ll be 6b..:l,p..,d fJ:.o"IAthe aide dit,ohe.s as shown on the prof;i.~ c)t a.a
i~,!
stale$-a 1>, "~_in~e:t. and f~~~ ~xca.itations outside of the :rea.eJ:>ed
. ,:'
~:p.o.n6$ bO:t~wpi .ts , .
ft.e aide 4itt'eb.e. '~hi.1,1 cQnfarm.to the stakes s~r' lp1 the E:n.g.1neer.
Sbcu14 it.. ~.ssanrf: at. a.ny pl().oe to so' below *~e laYsl of the
g;o\lJ'1d .'tt;r 1tl ei..~"iCJ;l, such e:x~va.\i'ninateri.a.l ."11 be~l\14ed
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under the heads of excavat:i.on 01' e.mbar!kmenti and no additional com-
pensation will be made faT we.t exc:?...7'3,t.ion or fo!' such material plaoed
in el11bankment.
N~shrinkage will be allowed for material placed in embankment
:from borrow pits and payment will. be made on quanti ties computed from
the cross-section of the embankment a3 staked by the Engineer.
e",cavating the
for
as
embankment or disposing of it
and finishing the roadbed and slopes
t
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Grading Will be measured in excavation. If the roadbed excavation
of .regular seotions does not furnish sufficient material fo;r: forming
theeabankme.Ifts, the additional material required will be obta.ined
by widening the roadbed or from excavations outside of the roadbed
~~own as ~orrow pits. If a borrQw pit is of necessity so irregular
tn $hape as to make an accurate measurement impossiblel the settled
embankment formQ~ from such borrow pit may be taken as the ~easure
of the ~x~vation in the borrow pit.
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shall be .haule4 to any distance that
Q.olJ1PenS(3.t~on for hauling e~cava
1a.1 ~it~in and ~p to 8, distance e,f four hunc.:red.
er rK1.1 di:rect and as
.,
to distances greater
feet, th8 price gi \T'3r! jn the con-
be paid on eachyar~ far each one hundred
S1~$ ,slQpes s~ll be !1ladeas s;taked by the engineer. In case
Slopes shall slid,.$ into the e;.cavation d.uring the progress of the
work, the slide _ter.ial sh~ll be :removed atcon~Iact prices per
~', ,
oubio yarq. Qve;r'Q):eaks due tobl~sting wi.ll be. rem.oved by the Contrac-
.tora.,~ 'his o!fleptp~nse.
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f:
The surface o;f ",110 roadbed 2ba11 Gonforrn's.triet1.y t::) tb'3 final
grades set by tpe Eng1neer, a.nd shall. be e'Jmposed tof the be~:Jt l1lo.tel'ia,1
obta.inable from the excavation. . No boulders shall be, left protrudir~g
from the surfave and all stones of greater diameter than. two inches
shall be removed from the entire surfa.oe of the roadbed.
The materia.ls composing the embankments must be entirely im-
perishable, and wherever the natur~l surface upon which the embank-
ment is' to be placed is of suoh a nature as, in tbe opinion of the
Engineer, would impair the sta.bili ty or usefulness of the .surface,
it shall be rem~ved to suoh width and depth as .the 'engine~r may
direot, and the materials so 'removed, disposed of as or4exed. When-
ever the site of an embankment is oovered with snoW suf$1ciently
deep to impair the utility of the work, the same must 04 removed
a.nd deposited. b~yond the sl6Pes.t'akes. Work of this nature shall
al-.ys be at l~st one hundred (100) feet in a4va.nee of :the embank-
ment. In a.ll ca.ses wherever the en~j,.neer may deem such a. oo~rse
necessary, the ~uttings shall be made below grade, and clean sand,
gravel, or' othex- material deemed proper for o. I'ljadbed, _hall be
prooured by the contra.ctor, and deposited as the engineer may. 'direot,
. ClS' e,.::f-ra -.Nor-Ie.
and such work shall be estimated and paid f~r ~'& the oame,%iec per
,oulrJie yard. a.s v ther gradi,u.t1.
All exca.va.1iions she.ll. if required, be 'taken o'!: hauled into
the nearest em~nkment t.o the ext:reme dietance .rec~';.'~ :':''9d. 'by the
Engineer. The ~urplus beyond what is neocssCllY t form the con-
tiguous em'ba.nkm~nts, is to be disposed of in wid.er.~:::().3: tqe embank-
ments uniformly along one or both sides of thE sa;.1\?, or is to be
deposited in waste banks or otherwise; or is to be hauled to form any
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embankment on tb.e r~ad to be improv;3d, as the Eng'i neer may direct.
In casea where the quantlty of material taken from the regular cut-
tings shall not be suffioient to form the requisite embankment, the
\
def~ieno1 shal~ be supplied by taking material from cuttings within
or without the rig:t:tt-of-wa.y, at such places as the Englneer may direct,
,~ *
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unifo"!'rnly on 0:':' ':l iirb:)"th sideD ,)f the 6:::,;;'le., "".r.d ~hc
sides of
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excaVd,t:..on ill all Cf....S8S shall be dressed to Quch slope r1: t::-.3. I':ngl.::.=;':,":
may::cequire ~ }:::.)";~.c.>:(l, that if the OOJ:ltl':8,ctC-:: .shCi.11 hC:1.\T~~ s}r,.t:JE:'l:i. Rl10h
excavation ~y ~~Te~t1on of the Engineer before widenin~ the s~me,
10,0 I"'ha'.1 "'8""8"1.'" 1'....,. ," .",~, .'h .....-.1
1..1..,_. .....J.... v ,_I \,., ..v.. ~..LC-"J....J.lg -c e beCwn;..
time
such oomp8:C.l'~r::l, tic:n ;:.'0'
~i-..E.; H:...:C;':'I~ee?:' c1ay deem fair and rea.sonable.
BJ:t.:'l'OW pits 81:.:>..11 bo co:mected with ditcher. and drair,6d.
" ,.
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the
:nee.:t8Rt nF1t1.l:r8;.1 outlet. Side slopes o..fbcrroV'T p:i.ts on the :rlght..
of-way shall be th8 same as ',lsed :i.n ~hp. cross-seot5.o!l of R.djoin:i.ng
rOi1.dbed.
A below
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not "e'''' t'.,o'n ",~. '6.') .r-"'p.,.' J'n v,r;dth
J., ;::, b ..l.CAI. " J.."i.... \ '. .,' '.... ....':..l.. ~, . .4
8"h811. ;:'W
left between the slope r;ta.k3i~ of the embankme::1t anti tr...e edge of the
borrow pit; and a b8rlli of not 1898 than two (2) feet shall be left
between the O"i.:~tf;'\:ide slope of the borrow pit a.nd the right-oi-way
line. The berm must ci:'r~",d.st; of origi::;al u1"J.Droker.;. g:ro1.:nd.
:'fr:. rocl./'. excavatii)n. th~~ contractor shall be X'{;quired to ~xco,va.te
e~.gh.t (13) i:lChes belo'ilT th~ gr.a.de and. to '08,C;}..~"i'ill vrith mate:ria::'
~,pproved. by the engi ~lefil f to true grade ~'1.nd ('!(YWll, .Allo\,.j(j,l)-;<;; wiLl.
be mad.e to -t,~8 C<..Y'1t.r;1)'~O)..1 at CO:'1trao-c J,ri::el f;YJ.: exoavaticnand
POI :rovr,. Jf :rJ.f.:ces:?.;a.ry tt)~()'~'l'(JV\ mil. ~'e:rid,::. i0r 1;8 ('.~ -i;i 11 ,
Whenever the 1. j g~11;hof.-Yvl:"y 1:3 (n',") 8 c;~~c:. '!:';,/ 1; ';,h... L ()"~ PI' )./<3, t.~; ,t'(i~,r~.s,
oO:m1llodic.u8 pci.sSin€; :;l;,~,,:s '''l'::c;1. o.~ ke}:~; :.pe:.'). 2nl} ),r. (.)'3.f2 condition
for 1189, at tb.8 ,3x:re.rne of -Cr.'c:)
."'n't:r3.\..' louX'.)O
,. y .....1
(.'J Jot......
;.ll.:=. :';) l.r:g .::rhrough
farms the 'f}cnt.I:'ac1;c.r "J.l"I"!st. ~A.J.8C' ~"~~(;;p \J,:~ 3 ~1':C i;,.~ S.
~ " ... .
.........
:....,.: ..:t~1:.LS 3,
ouch
tempo::a.ry fer.0e;~ [.;;: ..::,;.&.11 lJ_. rl-2Hje::~f~3.;~~) f~J:v, ....r '" )Y~,::-:''-:::.'\:: ~:i.:m of trJ.e
cr0pr-,1 ,and <:'lll ..iE',!ua~21'1 Teton:'" tin,:; Y:co.ll (' n':,.) <::.: 'n.,1..":\ ':v.'")l)'1'i tl). thls
S-I".ec'~"c'" '-i ',' ,.., 'hc::. ""~~.. .' t-
l:" J_J. ~ .."" .,..un "l...~ ~J '.L.....\."1. bPG. tJ
1.1';8 ,;.~,:'.t.i'e,_.:;,.r.
Oor..tr2.ctor 3. rd-t.:nl ,:ti:, 8C: te;1 .l)? ~n:: Cl1g:', :nfl::' r J :'~.o.~ '.. d.epus it OD.
.';jbe 81d.6 0";: tl!'3 :."'varl~ (,I" e..'" 8UGr, C'r....n..l.I:;.('..l,.~)'.L; p'y-;":.ts ':..d r.:a..y be
r168ignn.tsd. 3..4] Stul.18 (Jr' r:)clc thC'"~; t:1ey m::1Y e:-l:.~8,'vate, :":..::L ~1 lr~ S0
doinG. the~,T F.'Qa.ll d.e-:.:>cH:,i;: lY,il,.teriE<l :".'lSQ1.1.:!red
. ... :. .
!(...'.i~' f;.[,1r>FJ. -]^:1:~c,r;, 'c) "i~D.":"\
addi tiona.l number of eli.b.J Y.:Lrds C)f e:;;'03.'n.?~ ~:i.'.:"1; :""r::l:cl~.te<1. in :f()XlTI~'llg
..J5 ~-
\
f
,
.r,
, .~
...
.' ~ ,
\1 ;""
such embankment will be allowed and :paid, fur.
].;..11 stcJrj,t3 \)1:
~.......,lr
...v\........
excavated ar.clieposi ted as above, togs'cher witt! :::11 tLt:tlbe:r :re.::no~red
from the line of the I'oad, shall be the property of the O(n.tlTty and
the contractor will be held. responsible for i"'cs safe keeping unt~.l
,"'\
removed by the proper. aut~rity, or until the contraot is completed.
4. CU~yg:RT~. Culverts a.re to be of metal, concrete and of woed
as shown on the profile.
,~
oJ ,,~'i::)
galvanized cor:rugated metal
of at lea,st 99~~'0 pure
.)
Log culverts shall be built of sound cedar logs not less than 16
feet in length, not less than 12 inches in diameter with tie logs at
intervals of eight feet and between all courses, properly Ilot0hed. into
the face of the log extending across the full ~idth of the embankment,
and anohored w~ere necessary. Covering to consist of oedar slabs at
least six inches in thickness and extending across and at right angles
to the side logs. Lug oulverts to be constructed and well drtft-bolted
to,;ether a.s sb.own ()y the plans furnished by the Engineer.
5. .901{<2.Iif1:TE EJ~}~.~ Concrete pipe :nl~.8t be. d~:m8e.. ~rnooth and free
f:com ,;,ny il:'lperfcctio:l tha.t wcu:~d in::?:....1,).; it;', 2t'c(',ngth, It shall be
mixed in the pr0psxtlo~a ui cns
.'iJ) "'~:r'~ p. r".".. .'.d "'.".ler."
\~ ;:.:(", ._. \-I ' ".1_,., ,~,&(":\.,..,4, ~\-,,'.i...1. .1. '" ,
two (2)
po.rts
. 1 i ., :t l 'f'
sa,rtC ;~.D.":.' ()I.G ,::~n<'.. ,:; :".E;.-., }a,.,-...i..
''''L''~' ! "'j \. "':l. w._', t ...\~ .,..... '.~ ..,~, ~
\. ""-J../ <:., I p..1t..1.. :~.., .:,1..'" f .~'n
pes.. g'xavel; ox
'" r,) v a -v> t. "0.-," '; ." ':). .. ,'1
ono ,.., p _ ' ,J.. .d-!L.
(>i;"~l'nl'''1lJ.'t', ::-1~.)Jl ~~h!:et:
(3) paTtA ~f )roperly graded
sand;
ranging
, .,
~;,l L 'l.~~- ,:,.
..r ....''jo ...--..~ ':"1 "n'~ .~ '-\"'; 1'" I'" i~: '\ '~Y'\ ;.,1,." ~ "Vill"-y'1
..40. A; ',,IAoo'''' d....~t.I.'-"'~J1.c.;.'J.. \....., '.-.' ..._",.;:.,.c......J. ~~, ~(~..'
"';;0 one hundred
(100) ffi6Sl1 to tnc i:~c":;1tn~)J':oughJ.ytrd"xed .i~J;)d t'?:i.'I"sd ...::..1,i0 .i,'Ol'mS,
Ma t er' :tal, 8l.ia1"~. '] ~:.J r. f" () :eIL~ to 'Ll-\~j s t;8,'ncl~';',:'Q.8 2Nd.".)t.,: ~;~;,,'1 1~ l).f:!':.l3 t
" '.' '--"
'1 (,oj,;" 1 ooa
.,.bv\JU.$ ..t.~,,:/J
by
tb- l\'y'.ol';(""'Y"1 ';Cf~.",,'~e::,+~r ..;', v' ~cc.'+';""'l''''' ~t""'+:'l.,...,...A::~"1 ('"'
J.(.; .:j.,~lo ...._.~~A ,:).;,,;...,~ ",~~.;_.'" ..."" ...~., f',. ,l".c" ,,~.,..'....,.......,> 0
!h.~,(Jkn(;.8s of pipe shall
nc t ~Je
lQ-.....'
,,,;;':"0
th':J,!..'. tl"o:,L; bfj~).im. i Xl t;he
f:-:l2. o iil 1.li.t"S. 1;;::.,'0:1 0 :)i di'll:::.ms ions:
If,S i,lt~ tlia,mcd:e,r.
---"-1..2.- :..['.0,;2"88-
tf.: h ~l .." 'lr...... ~..~ ~~ "J
.':> ;,., ,..... <4": ,.,,'..1.....' \,.,.. ...... .-
- c~'_.__.- -- ~=l'G':~e 8
lE5 F
C.'1.~ 11
.'1,"\ It
)'..;
. ~ ..
-, .
J'CI "
l' - "
+=
i.i fj ,i
--.
::
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- ,.' r
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3 ~ -1 ;/L~,.
.~~ '~l /el
."
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,
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Re1.teroem~~r.t .J.r.i'lll be trtc;ng'l,.:tl.:t.r me~h :)f approved. type ~ tn
accordance 'wi tlJ ~h09 fol1o"l7ingta.ble of: weigbt;j pel' d(~,'Ua~'.;;: f(:~; ~j
a.nd sizes:
IUa n:L:d; c ,1' I"" ooj.'
'.. .1.
:P~pe, 'rria.ngula.r Reinforcement ... lt11 Mesh,
-- 1__
12 inOtlet3 No reinforcement.
""'! ('Ii H 1'v1inimum weight .30 Lbs. per sqc :f"t ~
.\.:)
21~ II II It .40 II I! !l
30 n 11 II .40 II II 11 1\
:;6 11 rr II .50 " II 11 II
4.2 It 11 n .60 " tf n "
4$ if II ;T .60 If II It n
Joints of t~e reinforoed concrete pipe shall be of the look
joint tlpe) oX' butt 't:ype, with poslt.h'-e oonnection betw':Jen .sectj.ons
of pipe. Joints sl'.~J,1.1 be t,h()rough.~.y r-J8aled \111ih a morta1 composed
f (.\ :l i'..) .;. -
o uDt: 1. ps,.z:+. f'or"':;:L8:n0 U6ll'lent a,nr ()"('\) \ !)a:r u SemCl.
A trenc~ shall be dug to tte Jinea ~nd one (1) foot below the
g1:'d.;ie gi'1'0D tlY the ':?r'.gj,rwcr, :Lf so c;rderc~u, 2;.:',0. ba,~Jk.-:f:l.l1ed wi th
gFi.:i.f;l 0-..' f,t:i.t.~\b~l"; r'>~ :.~'.:':1.~.,] o.ncl thoJ:'()l~Gnl.y' t~.:,::)cd to 2:hT(' ar~ U(I-
V' '" ""'l"" ;..J 'I ~...,.. ",:" ""I'" ...)~' '1':~: "'" .
'" ... ..... wL ~... J.. .~) '", <...) t~....J,.!,J.I..:", ':)"'~' n J
Al.'taI t'\,4.l~ ptpc--:. 18 .rJ:~"C1Cr::(~~ '~:tle -+J1:e.rlCI'J. srl.:;...l:i..
b3 0.':l.(";k--:f:U le'i yr;. i:~ i::t: ~ "/0" CT ') tI-, G [' So (: i';-:(:.:;;, ""'l:~ ;-00.:"\'1:),], ~).dd thOTO'J.gh 1.y
tam.,tJeC: <;1.~, 1a...c' l'(..- j.~ i ,l.].. ~..:; ..t" )":~ I.J ~7T \~"~':~ ~'. ':!'~: ~
t";f ~~ f; in,:, t.i':'; tel": t "... ')"[A 8,1:al~. ,,) 8 ~ i\ie~,;
to 'C8.rnping j:lh~'~:,:::,
ta~n'pj.llg) i:'.I..,).,~~.~.,.~:u.t.1..;)"'" .t_..... to. :.. t'" .;.,,~..~~ C.,f~7(~(i .~~\~; .G1'~t.::- ('-~I,.-,I""',.I.~) .'~' T:"j,,^ l~.~;;:; 'f)el~ ;:"\"~.bic
/"l
.... ,...,...., -
--
.., l.J -~
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foo.~ j." "",',.1.' '.',,\' fj."."r. \ I:<'i .\v-"
oJ.. J.J.......L,:...4,\" J..L*~~ .o:....:......I.,~-:,.........J..L,.::.;..,
I:' i:os~ ,I) 0f~~;~.l~~I~. t i:,~-l(Z
1",..'.'.':" ;.,: ",
,..
c,
r.'T,..'-'\"'L, ^~- -,,. ~ ,,~..)
.!.-:::~d-..n._~~.:::! .L,o'.'.:2.\.'_
.~~,.1. } ~, J.~n:}:;;.r rl,:1~ ~::~' ,J,..:'>I:.~ l<' ~~, '''i C' r~.l ~'y'" e;: t s, t l~ ~:: 8 t J~ e
WO"rt:$ b1'i(lg0 .lh\",t'JI.'?",;t', ;'\:1,(:
.)'~.l_'" hr: .,(1',,:~S..;Lc:ti_. L.': .:.;:' C~~),.)-i Quall ty No.
~.- . _oJ ,.... ~
1 (~rJn.\D'lO:l :f i'~ ,,")." G e~\~':'..J~ ~1 ~_\ d lr.le el.t.gi ~1:~~' C :r::'~:Dc'v :c''' C(:.:~-' '..; ;'"5 ~; I ~,:J.? ~ c~.. :~.:\.. c nl G'fl.c k(~.3 41
Wh.I~e8 ~ 'olaek :-~r~c~~ u,:~ac'uD"i t'.I}.()~JS ELI)j f3,lJ ,~1":~~\2..y;: B..T',r..l 3n/~"',:l.~ :)(~. }Ji.ei.-:1.\::;UTe~
by 'tihe lCI(!(J f~~8"" ;:,;)2...:).0 J1.:~i::,.:.\..l~::')., anrl t}J.("'.~)'~1C\') !";X :'(j(.O .f'lj. b,"JC1:rd.
_7..
-.:t. Zfr.:r ,.-, -:'
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measure sha.llbe understood. to cover the expense of all labor.
Hewed timber may be substituted for sawed timber, subject to the
approval of the engineer, and shall be ot cross section equwl to that
as shown for sawed timber in plans, exclusive of sap or wanes. Allow~
ance will be made per M. B. M. for hewed timber in accordance with
dimensions shown on plans for the sawed timber it replaces, at contract
prioe per M. B. M. for timber and, plank in place.
Guard rail on and around oulverts shall be estimated by the
linear foot of guard rail in place, and the oontraot prioe per
linear foot shall inolude all neoessary dig;ing and back-filling for
posts, on embankment and at end of bridges, and painting post and rails
with two coats of white lead and oil.
. .
All timber struotures shall be built in conformity with plans
to be furnished by the engineer.
see .oe/ow
7. GRAVEL
dimen-
inches deep, shall be composed of gravel of
ranging in size up to two (2) inches in
sion. Same shall
and not to
any perisha.ble material whatever,
(20) per cent. loam, or other binding
g. FOROE ACCOUNT. No force account bills will be allowed, unless
upon writte~ order, signed by the County Engineer, pr~or to perform-
ance of work. Force aocount work will be paid for at the actual
cost, plus ten per cent (lO~): no charge shall be made for the use
of equipment or overhead expense.
The amount and cost of such extra work shall be oomputedbY
the County Engineer and the amount certified to by him shall be
final and oonclusive and binding upon the Contractor.
Bills for material and supplies incurred in this class of wO.l'k
will be allowed to contractor upon reoeipt -of original reoeipted
bills, approved by the engineer and attaohed to statement of labor.
7. GRAVEL The natural surface of the ro&d being e~ual to a good gravel
surf~ce, there will be no gravelling under theBe opecificatione.
-~
.-.rll.. _."'- . ,'~. ...:..--
~:r;''' . '.7.. .:~'. j'~ ~:'/ ,) . ," -i.
1....,.. '.
.; ,',J .', ..' ,,' .,' '.) ..:,.
1,;:;0, ': ..' .:)
.r:-"-_
..... ;. .~.
E.I ~.~ /i~~; q ~;:~
:~:.: ::',;". :~. i"'1 ~: ' '':
:':~ .,>;",.; ;', ',::; f " X. C~ ,'C
r~' ,-', .'
........ /'."
': --:: .~ ,~2: :,~ \:.~' .~~ \)
.;,,\...
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9. lIA~D PLACED a!d!f!..i'~1.1 consist of siTOB$ sf C1j.~e1ons
as nearly rectangular as possible, sixty (60) pel' cent of which shall
have a volume not less than one (l) cubic foot. It shall be laid down
by hand on prepare~ slopes of such embankment as may be designated,
and to such thickness a.s may be oJ:deted by the engineer. Ripra.p
shall be started at the toe of the embankment bY digging a trench and
placing a course of the ~argest stones therein~ As Jar as practicable
the size of the stone shall tlecrease frol'.ll the bottom to the top of the
riprap. EaOh stone shall be so pIa.ced tha.t it shall rest on the slope
pf the embankment, and not wholly on the stolle beloW> and it s~llbe
thoroughly hammered or drivenintb its place. The outer face of all
hand placed ripra.p snaIl be made as smooth a.s. the sha.pe and size of
the stone will perm~t~
The contract price per cubia lard. of riprap will, include
.furnishing of stone by the contractor . Wherever material fo'r riprap
is taken from a cut in the road, no overhaul shall be allowed; a.nd
if by reason of ~ppropriatingsUch rock for riprap purposes, or
slope wall or masonry as hereafter provided for. a shortage of mat-
erial for embankment purposes results, the contract.or shall place
amount of embankment equivalent to volume of stone used in riprap
or slope wa.ll OT masonry, at his own expense.
10.. SLOPE WALLi Slope walls shall be constructed at such
places as may be required by the engineer. No stone less than six
(6) inches in thickness or less than (1) oubic fo.ot in \l'olume shall
be used in the body of the wall, al thoughsma.l.ler stones ma.y be used
to fill i.nterstices.All stone shall be laid flat and on its nat\,lral
bed. Proper care shall be exercised to sec:ure bond, and correct pro-
.~ .
portion of headers ands tretchers. Gen.era:t..,dim.ensions of slope
wall ahall be such that with the sun'l of the 'front and rear ba.tters.
equal to two (2) inches in twelve (12) inches, the width of the base
shall not be less than one-third (1/3) of the height. In no ca.se
shall the width of the top be less than eighteen (18) inches. The
course of ...
bottom/slope wall sha.ll be laid in a specially prepared trenoh.
-9-
..li~'" _."- '~
:)',::-... . J.)"!J;tJ' x, J .r. :~:.. G (; .:~.'I'.:{
'. ,", ;~~::'(':.:;'--:c~' -' -," ...,,; (:~"'''''\
. '. ~:,: .~~" ~./ P
}"
". .'
"'J :~ . "'4.'"~J
-1. \,6
~. "":"..;"
;'" '".,"'" .. '.
~~ -: "-''':'';'':''': .:..; ~ '"-' ;.:
Contra.ot price for slope ~l \V1.~l i.nc.l\1d,~.tAet~ilShi.. of.l?tone.
Slope wall w~ll. be est1_ted as the vclume contain~d 1Jvi thin the lines
of the plans furnished by the engineer-
11. RUBB1'JIJISONRY: All rubble masonry ~ oomprislUng bridge
abutments, vertical and battered walls and c~lverts, etc., shall be
~aid .in Por~land cement morta:t" composed Qf one .tl.) ~~tt cement and
two (2) parts ~and, materials to conform to stan4ards as adopted Aug~
\lst 16th, 1909, by the Ame~icanSociety for Testi~g )4ate.r~als. Sand
ani cement shall be mixed thoroughly ~ by turni~g w~~h shovel in a
mortar box, b~,+.ore a.4ding water, Wllicq $M+.l o~ 4Q~e g:r:ac;wa.1ly ~q
avoid washing t~e cement away from the sand. The ~uantit~~sof morta%
made at each ~tch shall be no greater than wil),. be used in th;j..rty (30)
minutes after ~e.a~ag beginning to mix with watei. If mQ.r1;ar has be-
gun toeet befQre using, it shall notbe.:r:e""tem:pe:red but eha.)..l be
thrown ~y~ Stone used in ~sonry shalt be cle~n) $ou1'l.d. ~latl:>ed.;..
cled stone. S~ected stone shall be used at al.l a.nglE.Hh. end of vmll
and coping. '~t more than one-fourth (1/4) of ~:p.e stolle sb.al1. be less
tha.n one (+) f90t tb.1Qk,and no stone shall be 1~$s,t~n $1~ <~) inCh-
es th"io.k. or ~~:ve a bed area less than one (i) squ~:J;~ foot. All
stones use~ ~ the face shall have a length eq~~ t9 at least ~wo and
one-half (a....l/~) times th~ rise., and a width ofa.t least, nine (9) inch-
es.Headers shall form at least-one-fourth (~/4) of the w~11, a~d when
wall.. is less than three (3) feet in thickness, hea.deI;'s. shall extend
through. BOI1>Q., of all stones in face, heart, and l;;1ackshall be at
least six (6) ~ches, and joints, both horizontal and vertical,shal~
average not mor~ than one (1) inch. Walls shall be level~d up and
coursed longi1zij-~na.llr at every three (3) feet in height. .AJ,l rubble
masonry wa+1~ ~pall be finiShed w~th coping of selected stone, not
I
less than s1Jt ~6) inches th~9k, well squared on joints, beds and faces.~
.TJpQn completion of stone work. all, masonry shall be
pointed with a ~ortar composed of one (l) part Port~and aement and
one part (1) ~~:nd~
'-'+ 0-
....
.'\
':. .~ "', ..~
;>".""i'i;'':":i
'j . ":- r;3".,~'~:~J
,"-' ,,;~ ~~ :tJC' n
:;".~,~;.."
1'1."
Contraot prioe for rubble ma.!:on:ry.W:\.l.1.:l:nc+ug,~,/':f:~~~Ur~E?:~~~
" - . " ':.,,' ,..... .', ~~<' , . -. ..... ".:-.." ',' :'" ':':~'" ....... ..,'.... ':.:'.' "" ""-'. .
of stone and ma.terials. Rubble ma.sGnry ~vll1 be esi:;imated. a3 the vol-
UU'J,e included between the lines of the plans as furnj.sbed by th0 engi-
neel;.
12. OONCRETE. Concrete shall conprise first-class concrete,
'eeeond-clae.s concrete and rubble ooncrete. First-class concrete
shall be mixed in the proportion of one (1) part Portland cement, two
(2) parts sand, four (4) parts broken stone or gravel, Seoond-class
concrete shall be mixed in the proportion of one (1) part Portla.nd
cement, three (3) parts sand, five (5) parts broken stone or gra.vel.
Rubbl'e conorete shall consist of second-olasssonorete in mass work
in which large rock are imbedded, each rook being entirely surrounded
by the concrete and separated at least six inohes from each other and
from the face of the forms. In mixing concrete .one (1) barrel of
cement shall be taken as equivalent to three and eight-tenths (3.$)
oubic feet.
,Cement shall be Portland cement of a brand approved by
Highway Commissioner, conforming in all ways to the specifica.tions
adopted August 16th, 1909, by the American Sooiety for Testing
Materials. Each shipment shall be subject to a.r~~id inspeotion and
sa.mples shall be taken by the engineer, at once on delivery, from at
lea.st every tenth ba.rrel, and forwarded to the Highway Commis.sioner.
Provision shall be made by the Contractor for storing
cement in a dry plaoe, each shipment and oar lot being stored sep-
a.rately. And cement whioh has been rejeoted or damaged in storing
shall be immediatelyremoved from the work at the expense of the con-
tractor..
Sand shall be clean and coarse, or a mixture of coarse
and fine grai.ns with the ooarse grains predominating, free from cQ.ay,
loam, sticks, organio rnat-te.r and othe:r: impurities.
Broken stone shall consist of pieces of hard and durable
rovk and shall be free from soil, sand or dust. Size shall be suoh
that it will pass thro~h a two and'~~e-half (2-1/2) inoh ,ring and
...11-
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-
~:: r c: .r;()r~r::; :'"'
,
? 'f, '.,"?"T';:"~" ~ -
. ::y
tl~ "j ::) "f:. \
;::' ;,'J ~.... l,~:, ,", ~i' ,::,Y".~'f ~f' yo ..~ I:, ~"; ~ ;. ,. ,
.. ~ .'-. '-,
~"..'t- .<l~~':~ >~ Jr~ .:.: 'J- c~....j. t;,,;.;. l: S:"'JJ~' ,", .,- ~,';:.: '-~ ioJ."; r.i). ~ ..., '1'" 'y
1""
;'be:reta.11)sd on aen.e~half (..) ,inoh r, ing~ and.w~+~,g~E-l.,d.e
.. .
. .
to seeu:tre a ;liriimumot' vcfi~;,,,
G:ravE?1 shall be composed 01 olea:!. pebblef:1: Lee.e J~rorvl
sticks and other foreign rna tter, and containing no clay cr othG.!'
materials a.dherJ.cg to the pebbles in such quantity tha.t :;.t oo.nnot be
lightly brnshe.,l off with the hand or removed by dippirtg JYl i~:;ateI'. It
shall be soreB~ed to remove the sand, and be of such a size that
particles will pass through a two and one-half (2~)in9p. ring and be
retained on a one-half (~) inch ring, and well graded lisletween limits
so as to secure a minimum of voids. Gravel sha.ll be ~~shed if requir-
by the engineer.
MIXINQ. Approved mixing machinery may be use;_
Hand mixing shall be donea.a follows: The Qontra.otor shall
provide water-tight platforms, o~ an approved size ~d form. The sand
and oement, each in its proper proportion, shall be thoroughly mixed
dry. Enough water shall then be ad.d,ed to make a pla.stio mortar.
After the Mortar has been brought to the proper consistency, the
broken stone, having previously been drenched with wa.ter, shal~ be
added. The mass shall then be turned with shovels at least three (3)
t,imes, a.dding more water from time to tim.e, until the mixture is plas...
tie and quakes under the blow of the tamper.
The concrete thus prepared shall be deposited in the forms
in uniform layers, of such thickness that it ean be incorporated with
the one previously laid. It shall be so conveyed aDd placed that
there shall be no distinct separation of the differ6i.'".i.'C ingredients.
Each layer shall be tamped with iron-shod tamping bars weighing not
less than eight poun,ds. The faces against the forms shall be well
spa.ded to give a smooth even surface when forms are removed. All
mortar and concrete shall be used while fresh and before it has been
set.. Any mortar or conc.rete that has taken an initial. set shall be
r&mov:ed from the mixing boards I and not used in the work. No re-temp-
ering of mortar o~ concrete shall be allowed.
-12-
f ':.,~' ;3 ~~.~ t.; J ,I Ji;. ~ :> W,~.I., _~:"~,~J"; ;'!; ~J '~';' .i~~...J.; "'~ ::::;0
~),~::} ',J:. ~;~,~li?', ',i
.i ';} <:: ~::'
__ .. 'w
:~ '. r~ ~- .
:_J
In joining new concre~e tc ol~~ or to conC=dt8 t~~t ba3 ~l-
ready set, preot';l.'1..1.tion shall be taken to ~;ocn;.re 5, r-~::,f~ctj bQr.dLl;:; by
cleaning, washi:,1.g and roughening the v~'0r<::. Ct,} read.y h, plf_c6 ~ s.D.::' by a.
sprinkling of neat usment liberally over the old facos.
All .fo:r''TIc~ shall be set tru9 to the liE::'}] clu1igniJ,ted.,. 0,;J.d.
the inter:io:r gi::la.pU 2md dimensions s[~all be such tlla. t t;he :f'inJ.DQf';d con~.
crete sb.alJ. coi.IlC ide exac tl~' w~ th the plans cd the 8 tru..cture. No con-
cretE' shall be pou..t'G(l:.mtil the forms have been checked by the engine
ee"!:', Forms shall be built with surfaced lumber, and. shall be oiled,
,~
.ill
if required by the engine~r. Falsework, centers or forms shall not
be removed until written consent of engineer to such removal is ob-
tained"
After removal of forms, all concrete shall show a smooth,
dense face. ThA requir.ed. finish shall be obtained by the use of a
fl~at and water and rubbing down irregularities in the face, No
plasterin.g oi any surface will be allowed. Any concrete Which is por-
ous or wrJ.ich has b3sn plas t.ered shall be removed at the expense of the
co ntl'actior.
The top eUrfaG8 of structures shall be formed of mortar
of the same proportions and of the same Quality of cement and sand as
that which forms thn matrix of the concrete, and shall be finished by
cutting off the exoess wi th a st:r2,igpt edge and rubbing the surf2:,ce
until smooth.
Concrete. shall not be laid in rUl::.:ninf1 ,..;<::....t,er nor shall it
be laid in still .Nater, nor exposed to the alJtio'1 of ';Vu.t;el: before it
~s set. exoept wi't;h special written permission of thc:ngineer; and
.~
tnen, in such a manner, and with the use of such special equipment as
the engineer shall direct. Concrete shall not be laid in freezing
W&t8~ weather wi thout special permission and specie,l instructions
from the engineer. In hot weather, concrete shall be covered with
canvas, grass, weeds or otherwise protected from thE; sun, and shalJ. be
wet down until thoroughly set.
O~nal'~te uvi.llb6 p~i''d~f<>:r ~b- ~",lleoo:r.LtYa.ct prioe:for the
-13-
of concr8te, ~ayment tei~g ~~de fo~ th3
furllish'JC~~/':J
price will include
["t,!l:i .~.l~;.
i
material and l~bor
forms, Clivin~,Gheet
,
piling, con8trlc~'l. ,. ci' ('offerdo.msj diversion ')
1 i ke .
fe=:.' founda t5, C)n pi ts wj.ll GA
~A. .......... ',.
=.......~~... .:,.,o<"~ '~.. :.."
c:-
,10., ....../.J ,,"'... .J..
_.. \1,.1,.....'0
I},
,~r:'J'PT'G.'I".-Rf - S""E".'[, ~uApt"'S' Exce-'l')t
0.L"_~.....;:; U wil.!__ ~~_J!::=~_':,_~__.'.::-...!. .4
as
otherwise provided
by these spec ifi02... -t..l.On8: 8 'Gl'"iJ,ctilre 8 toel shapes sha,11 be mediuIi1
steel, made by the acid or basic open hearth process, ~nd shall be
uniform in character., Fi:r.dsl:!ed m'3..terial sh3.1l be clean, smooth)
straight, true to shape, o:c wo:ri:m3..nlike fintsh and free from defe-cts,
fracture must show a uniform :rielS gl'ain of blue steel gray color,
entirely free from a fiery ~lstr~ or a blaokish cast.
1- beams and. s t.rue tural ohapes shall bp. thoroughly
cleaned of all loose scale, rust and dirt be~ore going into the work.
If not protected by concrete, contract price per pound of steel
shall include painting" two coati? of standard pj.gments and linseed
oil.
.
14. REINFORCJMg_~ER2: All steel used in reinforced concre
te shall be ccld twisted ~r corruge>ted, of dimensions as shovm :>n plan
They shall have an \11timn,te tensi:'e stl.'ength of 55..000 to 70,000
pounds per square inoh, and an elas.tlc limit of ;1.c.'~ less 'than one-
half of the ul timi:'"tc strength,
Bars shall be thOT0Ughly a18&ncd and fxee from paint
and rust scale before going i~tc tha work.
for at the unit price named in
...
place and will .
ending, placing and
)ouncl '.1f steel in
15. EXPA.NDED METAL: Expanded metal shall br;; ;.J.sed where
called for on the plans, and shall be of weight and size of mesh as
indioated thereon. Material shall be of medium stae. Price per
-14-
.(
square foot of expanded metal ':li11 ::.l1clude :.,J.1 ne(;;eS8a:ry bend,ing ~
- . . .
.
. (.~ ~~ (:',-.1
'_' ~:\ '~:.L '-',-r'.
.~:.l ..~.i-I. ~..' ",";- ~ ~._'
.',:1:..' '. '-__.;
cutting and ~laoi~g.
dardone and one-half (1-1/2) inch wrought iron pipe, smooth d.:rd.
round. All fittings and connections shall be of the spher:i c:J. t7~,)G,
.Price per 1 ine-al foot of pipe '.villincluio furniohing of PC8t.3 :".t:-.cl
jittipg~. caet iron foot piecee, ~nd t~u uo~Ls of li~seed 0:1 ;~in+.
16. PIPE RAIL: The pipe fo:: i<).f'2 rai1.:~Y'6 shall be ~J"Jan-
Q'S <sb~n on pl~ng.
trestle work or pile bridges, shall be stra.ight, of good, sound qual-
ity, first growth, winter out fir or oedar, as the engi:p.eer shall
designate, not less than eight (3) inches in diameter at the small-
er and and not less tha.n 12 inches at the butt end, and of such
~engths as the engineer may require. They shall be measured by the
linear foot after they are driven and cut off to receive the super-
structure, and the price per linear fool' shall be understood to
cover the expense of driving, cutting off, removing the bark fro~
the part above the ground, and all other l~bor and material required
in the performance of the work; but that portion of each pile cut off
shall be estimated and paid. for by the L\.near fool' as "piling Gut offll.
Piles shall be driven to such lengths and to such penetration as the
17. PILES AND PILE DRIVING: Piles, whether in found~tions
engineer may requi)~e. All piles shall. be oap~ed or ringed. during
driving to prevent br:ooming, if required by the cD.giI'-eex.
straight logs of tCiGbeEit ki"D.d of timber at hand. ThE, o9,!'k shall be
l(f. CP'--nr ....1\1~' .
o . ~2.:l._l~_,,=,: '
'!'imoeX' cribbing sha1j, be bU"ij.-': of. 8~und,
peeled from logs Dafore placing them in the cribbing>
Where ,.~ribbing is placed on ea)~th fOll:!:1da.tion. thE; lowe.r
oourse of logs shall be laid upon mudsills, which sha:1 not be lese
feet in lQngth 12 inches thic~
than three (3) ~Be~es-'I~Gi,/with a twelve ~i2) inoL face, and
placed not more than eight (3) feet a.l.Jart and sli:i.1.k h, -che ground so
that the top of sill shall be level with thf, solid gxotmd. The low,,~
er oourse of logs shall be notched so that the f16,'c surface shall rest
upon each sill and shall be drift-bo~ted with th:re3.-fourths (3/)-1-) inch
-15-
#.. -.'"
T' (l
" t.
'I' - ..,.. .
:'" ,
I:i\j IT' :
,~" ,..,
..' 'T
., .
" ..',
.,- ,". ,'- -.-..
.
l' ..
. _01';'
. .J., .., '0
,.
. ~,..;
.drift bolts, extend.ing at le(},,st six (5) in.JtLes i,:;'1.t()~P.~, ~i1... ..,
C---^\ \ The tG P cgai'~f":Sf ....16gsL~~tflit'3~:~~ii~~2~:~.g;'\~rif~.cour~~;\j~-
low at interlT~;,.ls of eigh-;; (~) feet wJ.'wIl tj.1t'(',e...f!)u.~r the (fi :;.C1C~1 drift
bolts, which shall '3.~;:tend at least ten (10) incl'1ee ).ntctil1e s(:~oonl
log.
(.101')
Cribbing shall be built. of logs not :L688 th:l.[j [-;~"LC'>;i.'.
feet in length, and twelve (12) inches in diameter at the Sffic-...,1J.31' end.
and each course of logs shall break joints wi tp. the adjacen:. .,:::'i-:.n:;2:3.
The crib logs shall be held in place by tie logs laid betweei:l 8:3.,:;1:1
course at intervals of not more than eight (3) feet and at right
angles with the faoe of the cribbing, extending toward the center of
the road, and of such length as may be necessary to securely hold the
cribbinge in place.
The tie logs shall not be less than ei~ht (6) inches in
diameter., shall extend through the crib timber four (4) inches clear
of the outside of the crib, and each tie timber where the crib timber
rests upon it shall have a bevel out to fit a corresponding CUG in the
crib timber,. so that the crib timber resting upon it shall Oeed. up'J:c.
the crib timber beneath and there shall be six(6) inches 0;': clear
wood on each tiae timber between the bevel cuts, and they shall be let
into the crib timbers not less than three (3) inches.
#
--C:['it?b,',.r.p~ will tc cot;i~t~Hi 'r:Jy the line:lr :'0oL of J..<";bi:.l .!-I.
.JU~~9, inl31udi:Qg +'l(~ lOgS, ;-,),,J.-t1"':J cuhtriic1:i pri-;'~ ,~h-::ij iT1oJr:,.-.1," the
.furnilShing o.n6. .tJ:;.E.C.;l.l'1g of .rhO'! i~:..o':;' Lo, a.wl a11 iJ.',..;:,d.:.':.,"G oxoa;."o,tiUH.
19. CO=lJ'hE GU)~IJ;;J.i9 ~ I~:) bble gut t~" .~'S w~. '.:.: ",..;:.m.sist c!: round-
ed "hard heads r. ,)Y ":.;.::'I.:';,EJ' .vv0rn b,')1.l1ders. 8l~..j.'i:at~v,; C,';"o"q- stOEO m3..Y be
substituted.
The)
8~all be four (4) to
e.' u'n.,: ( '" ..,
o1.b-" .,' \--.....1/
iTl.chss
in cUameter ~
a.nd sha.ll be set 'vd.ti1 the longest dimension 'rertic.e.l; in a so.nd cnJ.sh-.
ion, and be well bedel.ed ancl :rammed. The largest 3t;:m82 sha:L:'. be.
selected and set along the edges of the ~ltter, Stone 2hall be
brought to a uniform surface and lai1 with C1086 j OhrcS'i.;) grade and
line by skilled workmen, using regular paving '\;0.)1:::.. ~.il1e gutter
sha.ll then be thoroughly grouted to within one-'':lalf (~) inch of the
top of the cobble, with a cement mortar cQmposEd oi one (1) ps.rt
-16-.
PortJ?<nd cement and three (3) parts clean s8.Lnd. Cobble gutters will
be es tima. ted '0y the equare ya.rd in place as shown on sts,ncl.a.td p12o..ns J
Contract price Will include all excavation, sand filler, etc., below
the finished surface of the gutter.
20. CON~RETE GUTTER~: Concrete gutters S?a.ll be as indioated
on the standard plans, formed to dimensions. Concrete shall be mixed
in the proportions of one (1) part cement, three (3) parts sand, and
five (5) parts aggregate. Materials shall conform to the standards
adopted August 16th, 1909, by the American Society for Testing ~teri-
also During pou~ingJ conorete shall be well rammed, until mortar
flushes on the surfa.oe. Oenel'e'te ~'tte~@1 shall b~ pa.id. !cr.,r 1m!
,..qua.re yard. in pl.:l.ee I a.e. indieatea ea pl.~G. . COBtl'aell~.d.v~ will in- ~
-tl'Ul!:J Slll exeGt.v... "iillnl 'be-] ~- "'1"-:- IiUrfaga ef 'iae f!ai.sQeQ g'l+'t~r.
21. POROUS TILE: Porous tile shall be laid where ret1uired
"""""l r
by the engineer. A trench shallbe'excavated four (4) inohes below
grade of tile at all points, andbaok-filled to grade with clean
gravel. The ends of the tile shall be laid i~ olose oontact, covered
with a piece of burlap twelve (12) inohes square, or by a strip of
burlap six (6) inches wide and long enough to ~rap one and one-half
(Ii> times arounq the pipe, giving double thickn~ss to the top half.
The trenoh oar.rying the tile shall then be back-fi.lled with gra.vel, or
.other suita.ble available mu.terial, and thoX'oughly ta:,nped. Contraot
price ~"l" foot 01 tile shall include Jigging and ba~lt".filling a.nd a.ll
all incidentals.
22. VITRIFIED TILE PIPE; Vi trifi~d. tj.le pipe: 3112.11 be double
strength, salt glazed, sewer pipel free from alJ. dei~cts impairing
its strength. A trench shall be excava. ted to gr8,de dnd line, as
given by the engineer, or to one (1) foot below grad.e, if required,
and back filled w~th gravel or other approved material) and tamped to
grade to insure any unyielding founda.tion. Particular at~ention
shall be paid to excavating for the bells ot the title, to prevent
the bell from bea.ring on the foundation. Tile (',hall be laid with the
bell end up-strea~, a.nd all joints shall be cemented with Portland
-17-
."""'-
. -~. '~~'~""".'"'7~~:'";'{-':"I'"""""",.,,,,,,,,"~;~,,-,::,~,,,,....;,,:,,;~....=,"'~',:<~"n""':-_;' "':"--' ~-.I'~.,,, '",-"-"-',- .<-
',",_~, ....~.., ""''' ~'''_~______. _...",........~__._'.T ....__
.., c...... '-~..'..'."."on.'.' .C'.
t J.: . l' ." ''''~p ",.J." 'n" O~7 (.~., {""L' .",~1"+ ('~."( .'.~.' ,~y)'1 t'...,
osmon mor~a:t' rn~xe( ~j'1 'C::"l'-, ~-,.l,(> 0 c ....'.0....:: ,'. Jr.,f.., " -' y"".' \,I J:;..,,",,..l:.' .....JJ....,"L
(2) parts sand.. 3ac.k.-fi11 31'10,11 "06 t;l'1orong.tl~~Y t3..~lJpc.d 3.E .:t. PJ7ob:.:'~~~2.S3
p'1ying pa.r'~/i(J'_~:L:l,r :.~ 1;ten tion ~o joints.'
~:il.fJ wiJ.J, be paid fer at; the cont-ract priG"? :.en::!: IJ'{l('~,:,:
fo~t in plaoe. inoluding furnishing pipe, oementing joints ~nd back-
ii11i:crg; ex.:-~aii0..tion will be 8stimc),ted s.nd aL.LC'Jwed at contr3..0t price pe~r
01llJj'.1 yard..
: ~
i'\
.--2':t -
\
,...Er!'~!I. OJ' ~.ftI!IE~
. . . . . . . . . . . . . . . . . . .. . . . . . . . .
. . . . . . .. . . . . . . .'. . .
Ogplete4
1.5 acre.
5894 ft.,u.
51 f..'
208 f..'
01_%"1.
G:rubblag ...
Es__' 1011
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . .
. . . . . . . . . .' . . . . . . . . . . . . . . '. . . . . . . . . . . . . ~ . . . . . .
CulYH'., OOBOrete, pla.1:a, 12 tach
OaI..r'. .OODOI'.'., pl&lll. 18 lno1l
....1
. .. . . . . . . . . . . . .. . . .. .
..................................................
10M
i I
[
. . . . . . . . . . . . . . . . . . '. . .
. ,P .1 q P 0 S A "-
to!BI BOARD OF OOUWTT OODISSIOBE!t!
OYJEFnR80'I OOUIft,. WASKIICTOW.
hatH__ :
I UJ:8_ oar'1f)' ,bat I ..... p.Z'soraa.U., aa4 _ntu117
...J..d ael...1oll of P.Z'.u.t 1I1P-"lo.. 5 fJI Je.trer_ Coun'b7,
II'.. Statioa 1320+00 to a..lcm l).-e+eo ... -.... read. ...-.ohughlr
84Ue'" the p1&., epeoif1.1iiOU aa4 OO.~_.JOY.nl" 'he
"1'1: .-:&OM 1J1 thS.. ll1Proy-.'...Bd. the ___", 010b. pa__t
wiU __cle toZ' _14 work. a.a4 hereb1 .,"po.. ... ~r_te ..u.
...,letetl1e 11'01"1: ..n.o84 1a thie llIpn....._. .. ....... ...no:!
..... ...1_-..4 .,. the. ....ya_u.a.l.: la ........ with _.
~4 P1llU.. oeo.. ~. 't. .10" ilJ COR.. .....' '.to:t "'. e. 1oUIIp..... SaIl..t 7J.. .~ .
L ~~ ~~ .... t:9/~~~Jt. "':=1.. . .
"
'"'j
Ia oa.. any.use. "I'k __uta &r1..oub1cle .. 1.. ..
ooa""'. I hel'e_ pnpo.. aa4 0It6",,'011__ lid' pd.Gu, fti,,-
., .. ... aa .. ._18 of ape__' fol' ...__ "I'i... ... '1\1.
oo.,.ot:
Jle1l&n <. .~~ llen'; ~'=:~1.-=A~~
.f JefteJ's. Coo". ...01......., 81a.....t. -bS tea (10) po ..te
of .. total .14. .. .
Da.t.d Oil 'hi. /j- ., of . ~ . 19Li.
d4t4~ h( ~i> H ~
. .. (J
1.44J'... ., B14der
(Pl'laolpal plAoe of bul....)
"
{?J r-Jtf-(A~
uJ~.
'1l\1f
~
~
() 0 N I)' P. f. () 'r
---..-...
Jefferson County a quasi-:nunicipal corporation of and O~~ii ell in tll,-:,
Thl' o. ,'-,.....'-"Am"'.,..,.t
b ~:~ ....,....... v.l~ )
entered j,ntc .LX! trJ.j2lLCsz~bY 8,nci, "b'-:.-t"~lf(JI
State of Washington, by its Board. of Commissionersthrough the un6e:('.-
signed chairman thereof as its duly authorized representative; on the
one part and hereinafter referred to as nthe Countytl, and ./~~~s
1/ .LJyv.ne
. i../' I
t?~ ~rl /lii/YI1Jt;/7~ ~AS ;"
_ ~ ~- r
6N the other part and hereinafter referred to as tithe Contractcrl1,
WITNESSETH:
T'.b.at in consid.exation of the payments, covenants and agree-
merits, hereinafter mentioned, to be made and performed by the paTt:H3s
hereto, the patties hereto covenant and agree as follows;
I. The Contractor shall do all work, furnish all ;.nate:,~i8,]
fox fhe comp/efe construcf/ol1 of ~rmanenl Highway' .,-------
Numbgr S-:.PJ?@_J~__.I.J-2''Lf-O (') ffJlk 1..3.8.8. +.(!(L,____ ----.-
IN accordance with. r"...n.d a~, described in the attached Plans, Gene:al
Stipulations and E)oc ifi~.;?iVj 0!l:c; ~'\ivhl.ch are herety ":lade ci part he:reof
and shall have tt\(~ s-::.me ef:f3ci. as though "\.;:'1'3 83.me~\le:(e fully tusort-
ed herein, and in C\1.i J complia:lre V'll. t11 the: t;urros;, ,~O!,d j. tions and,
stipula tions herei 1~ set fc:r:t':l, ~l..Dcl ohal1 pc::: ~Corrt _1. Y(/ cx.tra work
which may be ordcl:0c:L::3,S her-eicl pr'ovideri.
II. T~)e (jol:1t;r~w"to:r shall p:r.ovide ::tHO. b,:, FVt, i.,he ex.pm.seof
a.ll ma tel'ials, labor:, carria.g€:~.. tools ~ implements 9.nct oonvenien.::es
and things of e"Je-cy description that may be -requisir.e- fOT the trans-
fer of materiale. and for constructing and oompletj.ng the wo~k above
descxibed.
III. It is understood and agreed by and between the parties
,-1-
.,.'.f...;.."......;._,,_,>.e.---~...'l:.-':";..,.."""".;, _
hereto that j';1l.8 'l,lc:r.k :l.nclu(}cc\ in;-,hib ,;C1.~,.;,.i'.~\.:..8 -[;t:, bE'. CL'JIl; l.E1d::-:r Ut0
direction and. Gl.lp~,:r:visioL of the C\..)unts. ~nginee:r. of ~h;ff,sJ'SO:D ~)()UE'~'J)
Washington, OT of 11is dulY authorized rC'p)~esenta i;~_~,l 3.. .c1ncJ:,:O;l'i~. ;::';.0
I
\
I
(leo isions of t~J.'J ';CUCl ty E'ng:'.nee Y;' o,s '\:;o tbe true COL.s"(;T1JC 7; .', :):1 ci:C!.:i ~:^~2. T'.-,
ing of the draw ings, speoific;.<:\' tj.ono arlll est iltlCi.. taB a.T..ci ,..:.:.s 1;0 .:,.:1.1 (.:."\.":032-
tions arising ae. ~:o the proper pcYformanoe of the WOJ:k: E\hall 1::'(-; .fL1.al.
It is also understood and agreed tha.t such additional drawings and
explanations as may be necessary to detail and illustrate the work are
to be furnished by the County Engineer, and the Contractor agrees to
conform to and abide by the samo, as far as may be consistsnt ",i~b the
purpose and intent of the original drawings and speoifications,
IV~ Should.the Contractor at any time refuse or neglact to
supply a sufficiency of properly skilled workmen, or of materi":,
_.-f'
../.....
the proper <luaU ty, or fail in any respect to prosecuts the work with
promptness and diligence, or fail in th~ performanoe of ~ny cl the
D,greements hereln conta.ined, the County Engineer sh6.11 be M Lberty
after t.hre e (3) j.a. y s! WI j, t t@ not 1C e to the Con trac tor, to pr 0;;' id.o an]
such labor or materia~. ~nd. Qe~lct th~ coot thoreof fruffi a.ny mon.y.
then due or thor""ne:.: ,;ooooe,e Q.u.r to the Contra.D'Gor u,,~eY 'Ibis 004-
trac t; and' if t"," (O;lYj;;Y ().ow",;, S G )-,'.<,6 T 8 "hal1 cons ;,j" r thE;, 6 nc t, r .fu3a.l
negl~ct or fanny. ',S st:fLc:.ont gro,,"Ce f0X s'.1ch a.c"inn, thoc' may, by
written notice, ton'ill''''. t'08 employrr,Bnt of the 'IN''''''''''''' fOl' "8,iCe
work, and. enter u:o',>7. "he premcG'. o,n,o ta.ke pOGsessi,O:> OJ, an :r.ot,eria.lc
tools and appliancen tllereOl'l, for 1;,,,, pnrpose of "01(';0'.';":, Lng tM W01:K
included under thi. oontrac"G, and, employ, bY 0on'trao" or otherwiSe, any
persons or person to finish the wnrk, and prG~ide tb~ materia:s there-
fo:r; and in case of such discon"tinuance of ~'r]'-j C'Jni~:t'a.C f.or > no sha.ll not
be entitled to receive any further bala.nce of the (-~('10UY.'.l. t to be paid.
und.er this contract; until the work shall be fnl.L:,r fin:\.sl'.ed,1 at which
r:-
\.
~
I
-2-
,
hereto that 1:;ll.8 '..'c:r.k :l.nclu(Lc(\ i:n;',hL.:> <;C1.:,;c-,'~<(:.8 1:\:; '0f. '~i.'.)Il.~ lEi'):?!' Ut('-
direction and G1.1p,~:rvisior.~ o.f the Ol)Unty ~ngineer of ~r0ff,:;:r'son ~;Gtnl'~'J)
Washington, OT (if his dulY authorized rep)'escf1 ta iJ ~.'::) c' ,c1nrl ~-:Ci;:l'i'.. ;:~'.i.0
c1.60 isions of tiJ.." ';cu-n ty Eilg='.nee l':" o.s .to the true eO!~8tT1JC: 7:-', ');1 C"tT"Lc;' :':;~2'- "l"'J.-'
ing of the dra.v;ings, specificatj.oua arlll 88tiltld..t0s a.T.~C: "'':''8 1;(,:<11 lj,-c:,'32-
tions arising ae. ~:o the proper po::formance of the WOJ:k: ::.;ball. 1'(-~ i'i:i.1al.
It is also unders.tood and agreed that suoh additional drawings and
explanations as may be necessary to detail and illustrate the work are
to be furnished by the County Engineer, and the Contractor agrees to
conform to and abide by the same, as far as may be consistent VI:\."tb t,11e
purpose and intent of the original drawings and speoifioations;
IV' ~ Should. the Contraotor at any time refuse or neglact TiQ
supply a suffioiency of properly skilled workmen, or of materi8;;. ;-,::.
the proper quality: or fail in any respect to proseoute the work with
promptness and diligence, or fail in the performance of any c~ the
o.greemen ts hereirl COIl tained, tl1.e County Engineer shall be at l:....:)8::ty
after three (3) :1ays! w~d_ttell. notice to the Cont::.-actOJ:, te: p:rO'J'iC.:'8 B.D.]
su.ch labor or r;'ateria'.s ':1nc.. (,educt tb0 cost thereof iron, any (oon8Y(':;
then due or th'~l'i;~;_l'.:e:.: +;0 b'3CC':W ciu.r to the Contractor UI:(~e:( this CG:fl-
t t d. f ... ., . ,.,' , 1" " 1, r ".,.......~ -"c" '~'"'fu~a.'
rac ; an .1.C:';' 'o;rn;.y \),,)ll\;I])..su':..CL,CTf3 F.na_.l cons.i.c.),;>., 1..!l.::H' ol.i.,U ~,-. ~.J..
neglect or faD.nJ'!,) ~,3 i:l:i'i'~c:.(1nt gro1:'!.d. ::[.:-ox f3:.lch ac~~i0n., th8,C may; by
written notice) 'c2n2:!iT1P\."Ge t':18 e:a;p:.Loyn;ont of the '.;(~r.t;-;:J,"L\.;I fC:l' <-:;8.id
work, and. enter 'U\Y~:r: the prei'O.:.ses a,n'). take p()GSess5.0~.l. ().:. all .T,.:;lterials
t 1 d a 1 t, r l~Oi' ~.'l,.),-. '",,-r'I.cc'e "f --,r'''1 '.'.L.nrr tllO W,)".,.
00 s anpp i21,nC2G ,~~G (Oil, _ h", .'.:-'",-...),..." "'. "1,,,.11.:;;"".' (-, " \,~J.>.
~ncluded 'Under thi;:,; contrac'jj ~3.,nrl emp'Loy ,bY ,')on"tJ:ac G or otherwL::;r;;;, any
persons or person tc finish the wn~k? and pr~~ide tte materia:s there-
fo:r; and in case of such 'Jiscon-cinuanc0 of "tJ:'-j C'Jntl'c.VJ for ~ no sha.ll not
be entitled to receive any further bala.nce of the r~('l,ou:rlt to b8 paia.
under this contrac t un.til the work shall be fnll:!, :fin~'..8J:led>> (it vlfhich
.-2-
.1
time, if the unpaid balance of +)183!"10~'d. :,~",(. ~)G r:~Li U!,C',:f th5.;., !:.~f;r',~
tract shall exceed the expense .inc;L~.:r.r,::d. '::'1 :-;h!~, (Jou.nTY Ccnr1,issicJ":lsr .--,
finishing the work, such excess (::]')::111 :.>6 p,:. id by th(~ CJC,i:'..n.~GY to t~:C\
~.
t_.'!p'......-.
l;rc...\; +..;o-rbu t :if such expense shal."i. cxoeed. suoh -.:;,npa 1.:.:, be 'l.a"c\l)<s ~ ~jn'? 1>'lD"
tra,ctar shall pay the differenc:; 1.i0 tLc County TreasL:..::'c:':.
V. The Centractor agrees to. camplete all the wark caTlcd.
for under this agreement in all parts and requirements befo.re the ,4t/J
day ef November
, 19l~, PROVIDED, hewever, that the Caunty
Cemmissieners shall have the right, at their discretion, to. extend the
time fer co.mpletien ef said werk, but no. such extensianshall be made
unless endersed hereen in'writing. All requests far an extension af
time must be accempanied by an agreement ef the surety an the bend ef
the Cantracto.r to. such extension. And the Ceunty hereby reserves tlle
right to. accept and make use ef any partian af said wo.rk befare the
cam~)letien o.f the entire wo:rk wi theut invalidating the contract;. ()...
bincling itself to. accept the remainder o.f the wark, er any pe:n.:'J)!l
t:ler~of, whether cempleted er net'.
VI. Time shall be ef the essence ef the centract on t.n."::
pa-It af the Centracter, and in case the Centracter shaJ..l, fail ....r
b"
perferm the oentract by and. at th'3 time herein mention'.~.:',.; ar by ane.
at such ether time to. wh i c ~l the peried ef campletien il!C,y ..r1a v e 1.)een
extended', he shall be liable to. pay to. Jefferson Con.r:..vrijiiaoll:Ll;gtO!!
a3 and. fer liquidated damag8f3~ a.ncl not as p~n9.1"ty, ~I.J; ...';in; of
];n-
~ Dellars ($JJ2~) far each a.nd 8"iJ er!i :i2oY whioh JI;;:JY ~
elaPse between the a~::pointed amI a.ctual time 0.:( crjmp:}..,~+,ioJ~, 'iJ'hicJ1
sc:,id. surn is hereby agreed. "ll.PQn, fiy,:ed and dete.rmined. 3.3 tJ'JS d.amage
tl1@1lt will be suffered by suoh failure to. co:n-plcte ':~be w0rlz VJi t:lin th~;
time nameq.; and the Ceunty Cam;rli.ssieners may '::'ed.uct the 83..::':';8 n:om
t.J.e ameunt due er to. be due to the 'Contractor., ani such p8,ymen-i.:[-) or
ied.uctiens shall not in any degree l'elease the (1)ntxs/)\;or iIe~Y1 the
-3-
",'~..,.~.&':-.'~
-
I
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i'ft.:rt;he:r obliga'Gions 2,nC::-p,;'L,l",~,cD :.1, " ". 'j"" C'T' :.f::..l:~Tl18:n-c if 'clle
might
e,1tire CO;.l'i:;r~wt, 1101' 8J:J.Y :~L{;llt "Vll::~:" ,I : 0'"l~'l-l~Y CC':-i.;;~:J::;81.0:J,els/h2.ve tc
cl.s.im, Sue for ~nd recover OOnl}0:Ji;\O, ':,i .,}
cL'::lme.Ge8 -;:";'~ ,:}on-performance
.:.ncc: of this contract.
VII. j!~fment shall bE; mc:a.e for vvorl:: 2.:i::l.Q l:))Cl:~ -o(~rformed C'.C1.C,
m~t~l'ial furnished unde:r this contract c,ooord.ius to -c~10 ooh:ol.1..l1o of
~" "~ec ~ '~' --";tee' '-.. ..e=t;e ~ ;jj..... e'-e .-, - ftd: ~'e ., t f ~ a..flthe
v... '-"" ~....... "-' ....;.y..l.,. ... ...w V~.. ,J.J. ,.:~ "-AI n ~l. .J.. l3......,~v J.crco , o I'll ump sum
price of Mne 7JJ/J/D/2nd Aft1~ flt/l1&ed' ~Dolaars ($ 5!930. ~) > and in no
other manner wnatsoever. The Engineer shall determine the unit quan-
tities and the p~oper classification of all work done and material
furnished under the pTovisions of this agreement, and his determin-
ation thereof shall be final and oonclusive and binding upon the Con-
tractor.
Partial payments upob this contraot, not to exceed &0(711
per cent of the work done, shall be made at the r~quest of the Con-
tractor, once each month, sa.id payments to be made upon the estimates
of the Engineer in charge. In case of lump sum price, a schedule
of prices to be used as basis of partial p~yments, shall be based upon
the prices in the preliminary estimate, 'IIvhich prices shall be in.creased
or reduced in the same ~atio that the lump sum price bea,l's to tl1e
;relin.1ina.ry estimate. Fin..:Ll paym:m.t for sai;::;' work ~a.8-&eeB s11..:,-ll oe
m8lie within t:1irty di1ys (30) ai'ter tile entire work hilS been complated
ail,:.. aJ8ep'caJ. an~~ oertifioate b.as~)een made by the Ent:i.:lae:r tL.hi the
Sfale J./;ghWCiY Commiss/onertl1at eUC:.l I,ork hQ.,8t,e'~:"1 ful~L;r completed in
~CGJi:'w.iI'.u.ce \\with tile contract ail.d. ;,\'of11e8, ITiPJPd, l:~}1'::,IL0 u,ll-:':" 3~:ecii'i--
, R ~T t'" t' l"k'n""r OJ.-=' cout'.h J..<:':i..~'l;.t-I. 'naym.ant.H the
C::1tlOii.S, p ,O-~IDED, tl1a oe10....0 ":w llu :. b ~ ~ -~ - J;' -
Cont....actc:i: s~la.ll shov; to tl-..e s.::..tisf:'",ctio:1 01 -[;he County t::1...i.t 0.,11 just
G..ejts ~!.le all lc~Jc:..e:rs,;noch3,niosj w.at2irij,l;."'i. an':':" 1>:'l.G01l3 Vi-~l.O h.:.cve
8up~::;lia-:... i:;-LlcaO",n tracto:r:, 01 8";J-C\)i~~J..":'uOtO:i:, \'.; U:~~: ma.. tOJ: ial 01. good.s
O ..Y kl'. ,.i "". t. '... .. 'k 1. .;7:':. ,.;~. 'J l' .. -.. .... "~' ,,_.'t' "'" t"., t
.1 ...vH' >. nu. ..LU..L ..1:1.8 V.O}. ) ~l'Nvv jC>u,d l:'U ~"Jd.lL, '..LOVl",_,-,~, ..lLU. ..1c:;I) ..0.
-4-
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-
.
i'ft.:r-thex obligat.ions auc..;,p.;'),
..., ~. 8 t:. :JL
;._'\ .,~ .'} ,.:.
-~~l.:-'
[~'.l'" J..:':.1:LTt1811t if
, ,
'C.Lle
e!1tire COl1"CraC t, 1'101' f;,l1Y :L J.Cht ;v'il::~'., ,L:: Ij'.L1
might
n c,.'''.'..' c'".; 0"1 G".. c< /h" ...78 ';-J
v ~ '..\......). .~) ':J .J., ,'__. J..":> c.ot v 1..1......
clz..im, sue :for ~nd recover oomJ0:J};i:, ~,i( _,J.
ct2\me.c;e0 '('Ii;':' ":lOn-performance
.:,llCc:: of. thiS oontract.
VII. 3?~fm.ent shall bE:! mE.(le for wOldt 2.:\10.. l:}JDj~ -ob;rform.ed. ('/H,
m~t~~ial furnished under this contract ~ooorainb to t~o ochoLulo of
~' "t 8 C ,,'=3,' .- ., ii: ss' '". e =t; e ~:t; J. -. e'- e ,', ' d: ~' .' t "~ a..tlthe
_. ~ ~,.... ~.~ "J.. . -'" v~_. u ,'c _Ii. 1'1 '::"0 .J. i),-",~'1l ~cxco!, orn ump bum
price of Mne 7JJ/J/'u~;1d Aft1~ 1!('/1'oYt"'d~Dolaars ($ =!930. ~), and in no
other manner wnatsoever. The Engineer shall determine the unit quan-
tities and the ptoper classification of all work done and material
furnished under the pTovisions of this agreement; and his determin-
ation thereof shall be final and conclusive and binding upon the Con-
tra.ctor.
partial payments upon this contract, not to ~xceed &0(711
per cent of the work done, shall be made at the rQquest of the Con-
tractor, once each month, sa.id payments to be made upon the estimates
of the Engineer in charge. In case of lump sum price) a schedule
of prices to be used as basis of partial payments, shall be based upon
the prices in the preliminary estimate, ';,hioh prices shall be inc:reased
or reduced in the same ~atio that the lump sum price bea.rs to the
preliminary estimate. Fin~l paym~nt for sai~ work h~8-GeeB sh61l 0e
m8iie within t:'lirty jjj.,ys (30) after the entire work ha.s been completed
aiL, aJJep-taJ. an;:': certifioate b.as~)een made by the EnlT;l~~eJ::' cL1J. the
State J-/;ghwa,y Commi.ss;onertl1at sue:1. \.ork ho..s'cee:"l fur,-y cornpleted in
'~iOQI.L::'~ill.Ce ",with t:1e contract CoJ.!.0. :;::.cofilee, ITtPoPd, l~:l.:::n", cJ,1l-:':" 8.: ec i1i--
Cd,tiOi!S, PROVIDED, t~lat befo.;.e ttL8 l:lJ.'vking of such fi:tl~ii pay.rn,:mtu the
O t ~ t . 1" t t' - -'-18" ct'o'-' O.L' -ljhe County tilJ,t 0,11 J'ust
!Oi'l.LdC (.::i.: S,l3.. J. anoY;. 0 :"1e s..:. lJ' . ;:cA, ':'.k' .
0.s:Jts ~,~e all 1(;~Jo:..ers,:necl13.nios) iil&.t~ri..J,l X", an~ i.:J,:-i8ona Vi:"'lO h(.cve
sup:..: 1. 1<3(", C;o.C.1G.."n tra.cto:c, or 8-::J-C\)i~;:;:...:..Cto:;:, v. U~.i.: ma..tsl'ial 01' [;00i8
OJ. ";";'J.1 kind ';0:" t~lis v;ork; ~l.:~\r0 ..,~;"LJ. ;J-oL.J8..n.:., /Lovi-:',:';~, iC:'l:t~ler, t~ii.i,t
-4-
"-
"
";
~.~' ..-....~.~- -
if prior to anY' payment bC:;Jog n.s,jJ3 th:; Uu'Tl\., '\:"~':,0:v;;"" notice :tl'GlYl any
per son or persons that anylc:,lJcj>':"t~'" .',1F,d1J.);.\:;::; 01' .:l1C),'~Al' ~.a..l men, all
'other persons who have furnished 'wi' ~3l..pj)licCi s3,icl C~~~"':;ca(;tOJ~, OJ~ any
s',;.b. :Jc!.1trac tor, with any 13-b0r, fYJl.vicf,; m":l:GfC ia:i.,; go :<lc-, ex ',j:,::,crisions
of any kind, in connection wl.t;l.L tho c...1nstruct.l.oi1. 0::': <'ja:i.d. portion of
fkrmanenl ;-Jghway No. S~ that may be ordered for said portion
of Permanenf J.4.jhWClY No.5 have olo.ims against said Con-
tractor, or any sub_contractor1 for any such service or things, for
which any such laborers, mechanics, material men, or ot11er persons,
would be entitled to a lien under the laws Of thisSta.te were said
highwa.y not a. pUblic highw'o.Y, or proper claim against the bond in such
cases required by law, the County may, in its discretion, retain out
of the payments then due 01' to beCome due said Contractor, an amount
in a1di tion to the T.,v~n& p~r cent cW)above provicied to be retained
~ntil the finalcQmpletion of said work, sufficient to cover all such
c~Jaims or claims of which notice shall have beert so given,until such
I'
. I
\
cloaim or claims shall have been fully satisfied and paid and receipts
in full for the same shall have been furnished by said Contractor .to
the County, q.nd the said Contractr;T hereby expressly agrees to ray all
s"Uch claims.
VIII. All payments und.er this contract sha.ll b'3 made bJ t.he
Sfale Treasurer, from the fkt::tzlPJ7lf?nf J/;ghw-4Y j':uld, \.1pon 1I'1~i.rrants
of the
,'!Nafe
Auditor.^is3ued ~pon pre8s~tation of p~o;er vouch-
ers, by the Contractor, said \"ouCL,(~'i~S to be a.pPJ.'ove(i. :'.y the 00U::lty
through its Bo::'crd of Commissioners.
IX. Any alterations deer,'/3d necessary by thu Co~mty may be
made in the work shown and describe~ in the drawings and specifica-
tions, but only upon the written 8r:Jer of said. Count,~: or its author-
i zed representa ti ve, and when 80 mSt,ie the val:,.; i') of th~~ work. so added
or omitted shall be computed. by the County Engineer.: and the amount
-5-
~
.~. ~&,
J
.c~
...........". ....,..---
--';">.---- ~.. .~_.".. .....'..~...,.... ~.. "'''''''''l'''''''''' ',','l"'-:>~'''_''''''<'-'' __''''''''-'--'~'''''''~'''-
-..... ,~". _..,...."""'_.,,---~.~
-
~
so cert if ied r'l1aJ.2. be f i:n:" 1 ;3;C J cO:,},;j J."l':,_';.'J", > 'L1d. b'~ :::::.~ (, :~; ,,'.,:,l):C t~G Con,.~
tractor, and shall be 21dd.82 to)Y.' o.(,;-luCG'")l .!:r:)'tl +;110 0Gr~"t.t<'.:..,?~i ~pr:t(;e, The
sohedule of uni t; o~: i ternizJ.;d p~ h~ t'R h.f.:L0'; '1';0 r;, tta(1)()cl ::. ,,; .! . >;;.)d0d tc form
a. pd.1':':j of ttis (;o~"Grac"'G, <:111.(1 s;1alJ. '::~y~~,;t.it\ne a;:-, i''3,r a,('; "'-.:<;0wjble the
bas :~3 upon which the value. 0:;' 9.~~ NO).'.... ,:dd;:;d or omit, .t,c i 81,.9.\::. 1)8 com-
puted.
x. The Contractor shall prov:.i.i.o sufficient, safe and proper
facilities at all times for the inspection of the work by the County
or its aut~oriz8d representatives. The said Contractor shall furnish
the County or its authorized representatives, without charge, samples
of materials used in construction as said samples may be required, in
order that the character of such materials may be determined.
Defective work or material may be condemned oy the County
Engineer any time before the final acceptance of the work. Notice of
such condemnation shall be given in \lVri ting by the County Engineer;
such condemned work shall be immediately taken down or changed. De~
fectivc material shall be immediately removed or disposed of to the
satisfaction of the County Engineer. Failure or neglect on ths part
of the County Engineer to condemn. lJ.nsatisfactory materia.l ():r :r...jA0t
inf erior workmansh~p shall :Lr.. D.G \;jay release the Contrac tor., nor
shall it be construed to meal!. '(hc:' a'Jc'Jp~an(;e 'J1 ,uo11 ";ork; no::: shall
the final acceptance bar tho OOlll1'vY of J'effer::;on1 Wai'I',.i~)gtoDf~c()m
recovering damages in case f':r:8..ucl \ii[E\C: pr<ictined..
Time lost in replacing !"'ueb. imprope,:' vw:.'k:'b2,11 furnisrJ. no
ground to the Contractor for c1sd.mir.g an extf~I.'.J;JJn of T~~rne fOl tn.D
completion of the work.
Incompetent, careless or negl~gent emploYR8 shall be forth-
W~ th discharged by the Contraotor upon the wT.i.tJC':3n :req~..lfs.t oft;he
County Engineer, or his authorized. '=epresen~"Live ~ ancl f':.'..Liur6 to com-
ply with such requests shall be sufficient grounds :or the termination
-6..
.~
"',
J
~:
t :
,
of the contraot~ as provided for in this artiole or Article IV hereof.
Should the Contraotor be delayed in the prosecution or com-
pletion of the work by the aot, negleot or default of the County or
Fn;(,.(:.'::::er in oharge, or of any other oontraotoI' employed upon the work,
\J't b:' any damage oaused by fiI'e oI' other oasual ty for whioh the Con-
tI'actor is not res)onsible) oI' by oombined action of workmen, in no
way oause by or resulting from default or oollusion on the part of
Contractor, then the time herein set for the oompletion of the work
shall be extended foI' a period equivalent to the time lost by reason
of any or all of the oauses aforesaid; whioh extended period shall be
determined and fixed by the County, whose determination shall be fin-
al, but no suoh allowanoe shall be made unless a olaim therefor is
presented in writing to the County within ten(lO) days after the
occurrenoe of such delay.
XI. It is further mutually agreed between the parties here-
to th3..t no oertificate given oI' 1:,ayment made undeI' this contract, ex-
cept.the final certificate or final payment, shall be evidence of the
performance of this con trac t, 8;, t':.81' wholly or in part) and. that no
payment shall be construed to 0':; [""! (3,,;ce.l'Jtance of d.efective worK or
improper material which may a.p9~'h,:!'
~hl~ two (2) years after such
payment.
XII. The work &.n,~ rt.l3.. i,2::f .~3.,1 .:c.r ",ucr! lml':t:,:;ii,;lnent _sl:hl~!, be
at the sole risk of the Ooucr'aG-:,()r Llll.'C.:j.J.. '[;:.lE, 83.,m-," 8h2.~_:;. have be.'3n
fully accepted by the EngineeX';.cLl'2- Ccunty: a,nd.S:tafe..ilqhYVoy Co.l)2O:7/6s/oner
and. any damage or loss that ml!fY ': (:;,':'lUl' or 18sul t -i.;-:: the same pI'io]'.' to
-cl"le final completion and acce.pta.l10F: (jf 8aid imp:'=o'\i eme'Cl.~" incllLi:ing any
extra work that may be ordered. by ~...rL) J~r'.G1T)eflr I 'uhE:, a:r:nlr~ty arid.
.,9fQf~ fltghwt:1Y CtJrnmis.s/oner _ sc::l~_ fall upo:r:, Cind at> mads good by
v
said Contr~otor~
XIII. The Contractcr 3h3 ~_l not J et .';;>"3r;~g'\;. ()r 'Gransfer this
".},.~
.....'~ .".:;t:.:....::l:'~,x~
""
cantTa-ct) or a.ny interest therein, or su.b-let... ass.ign ortra.nate~ the
work herein provided to be d.one, or a;nyp.a.rt thereofJ without the con-
sent. in writing, of the County. The Contractor shall file with the
C0l1nty a duplicate of all sub-contracts made ,by him a.s aforesaid.
The Cont1:a.ctor sha.ll give his pers.onal a.ttention to the work
at all times, and shall be present, either in person or by d~lyauth-
orized representative, on the site of. the work c<:)ntinua.lly during its
progrea's, and sha.ll receive inst;\uctions fro.m the !ngineer in cha.rge.
Any sub-contra.ctor shalloe considered the. agent of the Contra.o;tor"
a.nd thelatte:r shall be responsible fOT a.ny indectednassincurred by
such agent. If a.ny sub-contractor fails to perform his work in a sa.t.-
isfactory ma.'nner.t his sub-contract may be terminated by the County.
XtV.The Contractor shall be 11a.b1e for alJ. damages and
injury whioh shall be ca.used, or whioh shall ocour to any person or
persons or property wha.tsoeveT, by reason of any neg11gence of sa.id
Contra.otor. or a.ny of his servants) emplo,es~ or sub-oont~actors, or
by rea.son of any creaoh or violation of any of the pro"gi.sions of this
. I
agreement, or any of his duties or obli~a.t1ons thexeunder. The Con-
tractor sha.ll a.lso a.ssume all liabilities for and. protect the County
from a.ny damages or ola.ims a.rising from the use of any patented art-
icles or.de'Vices .in a.ny part of the work.
It is mutually agreed be.tween the parties hereto that any
payments or contributions .due or required by Chapter 74 of' the Laws of
1911 (lnduatrla.1Insurance Act) or a.ny amendment thereof from the
Sta.te of Washi.ngton by. virtUe of or on a.ccount of any of the work'
covered by this contract may be deducted oy , the Oounty from any pay-
ment or pa.ym'ents ll1aQ.e to the Contra.ctor h.erein, and-tha.t the sum or
sums so deducted shall be determined each month upon the ba.sis of the
work of said montb, a.nd sha.llbe made upon the proper written or~er
and demand of the Irtc1u.st:r:ia.l Insura.noe Commission.. a.uot.ia.e of which
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order and demand shall be served upon the said conttactor pri.or to
said deduction. It is further agreed tbat the Contrac$or herein,llr
any sub-contractor or contractor employed by them'. aball be subject
tc 'the provisions of said aeta.s provided andreq,uired in Section 1,1:-
the~~eof .
xv. It. is part of the public poliCY of the state of Wash-
ington tha.t all work by contract or day labor done for it, or any
>i<llitical subdivision created by its la". sball be performed in "or I<
days of not more than. eight ($) hours eaCh, except inca.se of extra-
i
or~ina.ry.emergencies. No case of extraordinary emergen.y sha.ll be
oonstrued to exiat ill any case where other labor (la.n be round to ta.ke
the place of the labor which baa a.lr.eady beell elllt>lo1ed., for eight {31
hours in anycaleXldeI'. day. In case of the vio'la;tion. of the provi-
sions of t,i.1.1s, artiOle, the County sha.l'l:h~:~;Q-e the r,ight to cancel
this cont%'act wi tllOl.lt notice) and sha.ll ha.ve tlle r.ight to cotJlplete
the work "n the m.a~er pr'o'V'ided :l.n Article IV hereof.
XVI. The Contractor agxees to execute and furnish to the
County a good and suffioient bond ;\"1i th a.n a.pproved aur$ty company
as surety, said bo~d tobs payab1.(; to the County ,and be in the
penal sum of the full amount of 'Cohs contract, conditioned that he
shall ~a.i thful11 perform all .thi,> ~()Tovisions of tb.ls contract ,and
further qon.dit1oned as reQ}.1::i..re6. 'CIY law for the pa.yment of all labor-
ers, mecha.nl.cs~ sub_oontraotors ~ '3,n( material men, and. a.ll persons
who sha.llsupply.such person or person~, or sub_contractors. with
pr01risions or suppl.ies for the carrying on of such work. Ii tbe.
County shall have:teason .to believe that the security on said bond
'.
has become impaired since the exeoution thereof, or 1s insufficient
it may re~uire the contra.ctor to furnish other or additional,security.
XVII. The County hereby promises and agrees with the Con:ira.
traotor to employ~ and does employ him to provide the materials and
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a.nd cause t.o be done the work of L.an(;fr~hi-og f'erTJ?/ltJ"-rd
_ f/Jj.hwLI]' NI/rn/Mr. -s-: go>>; fA.- 1:12.0 + 00 :IlJ of/?;, 1Je,q+ 00,
,0 uomplet.e and finish the same according to t.he drawings and spec-
ificat.ions and t.he t.erms ~~d oondit.ions herein contained and referred
"j."ump 51/m.
t.o, in accordance with tho 30ncdule ofJI....i t .: U,,,;._. il pr ices her et.o
at.tached a.nd IlI>de a par" he~eci, and furt.her agrees t.o employ him t.o
perform any ext.ra work "he,t ",ay be ordered. as pro11ided in Section 21
of t.he Specificat.ions, at t~e a.ct~~l cost, plus t.en per cent (10%),
Which cost shall not include overhead expense or t.he use of equipment
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~d hereby cont.ract.s t.o pay the sums st.ipulat.ed at t.he time and in
the manner and upon the conditions above set forta.
The Cont.ract.or fcr himself, and for his h~S, successors, \
executors, administrat.ors and assigns, does hereby agree t.o t.he full
performance of all t.he covenant.s"herein contained upon ,his part.
XVIII. It. is fur thex pI oV ided t.ha t. nc 1 iabili t.y shall a t.t.ach
to the County by reason of l~nterirl.g -i.nto this contract, .except as
especia.lly provided herein.,
..
IN WITNESS W\lEREO:O', the Contractor hacs hereunto set. his hand
and seal, and t.he sa.i d 00un t Y M' (,a,o,lsed this ins t.ruroen t to be' execu t-
ed by the undersigned ch~ i.c'J:.Lo..:c. of ths Board of J. ts Commissioners, pur-
suant to due resolution tl18refo"C." O):.i. this .:1:... 7h
Sep1ember
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daY of
A . D . 19 I~
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Contractor
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Chairman of its Board of Commissioners-
Attest:
~ ~.Cft'~r"1Aj
Clerk.
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Contracte, Plane a.nd Speo1floa..'loD8
For ~ Conatruction of
PERMANENT
HIGHWAY
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Of f10e of the Count, Engine.r
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Port Townsend.
'l'aah1ngton.
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'(NSTRUCTIONS TO BID;JF.RS,
Eaoh l:;id ''',U8 c lie made on the form f1.a'n:t shed. by thE;; C ):.ll. ty
Commissi6ners~ ~nQ sh~ll Get forth the full n~me and address of 6~e~y
person 1nterea~eJ in the same.
Any additjon lD wrtting to the form ot the bid of aL~ ~oDdition~
limitation, ot provision will be liable to render the proposal
J.:lf'Qrmal and. to cc:..use its rejection,
The )r3vious exp3rience and responsibility, as ~ell as the
.
present ability of the bidder, will be considered in determining
which is the best bid. :hf: successful bi~1er will be requ~red to
furnish, before eutering upon the work, a cor:orate surety t0nd in
a penal sum equal to the contract price, for the faithful perform-
ance of the wox~,
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'1'h(; oontraJt will be a. 'Lvmp ulJ/ZL oontract.
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Monthly estimates
of tho work done will be made bY,the eng:(neer in ch3.rge. and. payment
will be made for E;jhly' ;P4C- cent (&O.:JJ- of the va,lue of ~he. wo::c 1<:
d.one; MfI'flt,y fJ~J:..c.01i~O ~) tc be ::cets,l:"led till the (;011 tract
is completed.aarli .a,f1(jfpt')d by ~,-.CPt/of'y- .c.17!1/17lfL_Caut1fJL-Com1'?l;jsi~l1ers.
and Slafe /II~),VYqy Comm/s4/on6'r
As a, basis tor ma.king m::mthly~st:i.m.~.t('8, ;;;0 schedule 'Jf prices
to be used will be based upon the p::~j,ce3 jX.l. tiw kn.'e;_im.L1ary estimate
which prir::es shall je 1:lvH::as0d 0:: n'o.liced in "L,h,;. -:;;:1ms ratio that
the lump sum price bf:'ar'3 +0 the l.::reJ.H'lin~.ry e3t~.m>1'~~;
The contractor' :eutist liio..ke pa.yrnen~s tv tr', f:::tc. '(,r; c~s are rey-uired
by Chapter 7'+ of tnc laV'J'J ef 1911 Urdu'3t1").q,-~ ::nt.,~'tCf',,,:(;e. Aot).
All v\ork en the cuntract shall b;:;. ~'31f0rr'1e0 i'1:'~,j3 cg eight hours~
exce~t in case of extraordinary em8rgen~y.
In case o~ non.compJ.etion c,i the contrac'c Up'Jll M~,.f.jj /9/9
the cOIJ.-cr2.ctoJ.' shall be liable to pe.y to ~uhe County as Jiquidated.
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dama,ges, ani not a.s a p''}nal ty, the sum of ten dollars (~LO, 00) for
each d3.Y betwe~n the ap:f:Jointei 3..ni tile 8,ctual date of. CODl':'~etion,
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unless an extension of time shall be granted for cause by the
County Commissioners.
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Bids for this improvement will be opened in the office of
OountyCommissioners at Port Townsend, Washingt.on, at 2:00 p. m.
t~&2IPmi2~.r 4. 1919
Each bid must be completely sealed in a separate pa.eka~e,
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addressed to the County Co~~issioners, Port,Townsend, Washingto~,
with the name of the improvement for which the bid is submitted
plainly written on the outside of the package.
The bidder I s attention is partiC1..11a.rly c?.lled to Sections
1 a.nd 2 of tb.e speoifioations. The County Commi.3s:i.oners, the
lash~ngton Forest Fire Assooiation and the State Fire Warden all
insist that the refuse from olearing and grubbing on publiC roads
be properly disposed of a~d the premises left in a ne~t and pre-
.senta.ble .oendition. The provisions of this section will, there-
fore, be stri~tlY enf~rced.
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GENERAL STIPULATIONS
It will further be expressly agreed between the parties to
the cog.trac.t that the contract is made' subject to the following condi-
tions and stipulations;
a. It is understood. that intending bidders have examined the
.OV<.J.'r. covered by these ple"~18 ;).nd specifications and have satisfied
themselves a.s to tr..0 ;-,,,).t'.i.1.'C> and :i.ntent of the work to be done; con-
tract and specificat:\.ons 1.() 1)2; G'i;Tic.tly enforced in order to obtain
a finished a workmanlike. jet',
In case of ambiglD, ty c f F;x.t:re8sion in the specifications, or
doubt as to the correct inT,8.('l.Jr8tn,tlon of the same, the mq.tter shall
be submitted tp the County Eng:~Lj,'3er, whose decision shall be final.
b. Any work or materia12 that may have been accidentally
omitted in the description of 'the work, but which is clearly implied
shall be furnished by the contrar;'Gor the same as .if it had been spec-
i.fically stated. Work shewn on the plans and not mentioned in the
specifications> and vice \Te:r'Gc,. 'YJ.llbe done as if shown by both,
when and where required.
c. Wherever the wr.-.:'ci '" 8~~E.ineer\1 is used it refers to the
County Engineer, his chief (;:n.g:i....J.("8J~ en authorized a.ssistants, b7
whom all explanations and 1~:ll'ec.L.I..CnC1 neoessary for the satisfactory
prosecution ani completion of tnf w.'l.rk described in these specifica-
tions will be given.
d. Wherever the YJo.r.i '\:;0:,1. t. ;'3.C tor ff is used '1 t '!.:'efers to and
me2.ns the party or parties who ha"Je. duly enter8cl into contract with
the County.of Jefferson, Wa.shington, to perform the work; their
dtll.y authorized agents or lega.l :rcr:x8senta tives.
e. Any written noticer.o the contractor which may be re-
qni s:. te under these specilfica ti.ons ma.y be sel'ved on said contractor
ei t~:2:\" personally or by mail or by le::wing the same at his last
kno~'\in -place of residence.
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fully presexv-ed without disturbancenntil permission for their removal
f. All engL~6cX ~ s marks ~ monUlllents, or sta:kes shall be care-
shall be given "by the engineer" All expense incurred tbrough the re-
setting of stakoG -ella'!; ha.itc i:>een d.estroyed by the oontr13.ctor will be
cbarged. to the e011t:/.'o.ctor and deduoted from his estimate;:~"
'id,L~ 1.:8 c,llowed,. uniess a. 'Nr:~. tt~)E peJ:mission 8halJ. 1),Swl1e been pr8v:tous-
g. No dO\l"i2- tiO.D, .'~ro:'1ltho spctJifications or detaD.ed plans
ly I..> btained from tl:.'} CGun"G:;-L:.;;::5:r:.:)f;:r..
by giving notice '~:; the co:o.-~::ca'.)CO.rs ii 8.1 ter any of t'he details of con-
h. The C(y..n:.ty r..l1gir~t:f:'.:::: d:c:..r:1ng the },).rogress of the wor'k1 may
struction in any manner'chcl.. ;;".!r;'.,1 be .found ex.pedient or sui tabl~; such
al tera.tions shall ;'tOt in.\r'~.j.ic'l.b.'':;,; 'r;be \lontract, and the contractor must
aocept and executE'- t~'le eci,mo af~ 'i f they were part of the original con-
tract, and at the complBt:1()C, of ;11s work an allowance will be made
for such alterations, et<:, ~'-);I.the:r fOT or against the contractor as
the (~ase may be, and, the vahle of f~U.CJ.l al tera.tions will be estimated
by the en.gineer from the sD:'aedule of rates and prices a ttGiched to the
ccnt::.'act, . or should it no"G i:J.pply" che equttable amount will be esti-
mated by the engineer..
i. It is mutua:'.J) 3..;;:;;:('<)0 between the parties to the con-
tl'ae 'G , that to prevent al::" ciisjJ;l\ 2.G 3..nc1 :.ni.sunders tandings 'oehie'~TC
them in relation to any of thE: G t.ipu).0.~,ion.f2. cont8..:Ln.ed in these p~~~-
ifica tions, or their perfor.ulEmc~; i:/j \:.1. the~ 0:;'- sc_id. pc..rt.ies , that the
County Enginee1= shall be a:Q. "l:ll:p:~:rs tc, d.ecid.e: all ll1at.ters arising or
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growing out of said contra0'I:; oe",j'Jrf>8D 'cl~G'n,
ful execution of the work in aC~Qrdanu6 with the specifications, Any
defec~ive work that may be discovered by tho engineer or his appoint~
ees before the final acceptance, or before final payment sball have
j. The contractor wlJ..l be: held. ::espo:asible for tb.e fal th~
been n:ade" shall be removed and ~eplaoed by work and :roo, teric:"ls which
Gh[;l"l.l conform to the spirit of the. s-pecifica.tions; the faot that the
.l.:L.bp6ctor or other person i.n charge may h3.ve overJ.u6ked such ciefective
w0rk shall not constitute an aoceptance of the same.
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k. All worK 31h~:Ll be neo.tJ.y cle~aed up on completion aocord-
ing to the
~ ., ",.,.,,1,., d1I.",.'tion .'nd
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bo lef~
:Ln o. nea, t. and. ord.erly
oondi tion ready fOl' lise,
1. '1'l,,-~ su(;cess.~ul blader .31.\o.1J.. sa t~.sfy tIlo OOU;).'';):'" before the
contraot is aw~,X'rlE~,i to him; the i; h'"" !,-as or ~7ill pJ.o;nptljprovide sui t-
? ':")J.8 and prop-:'l'QleD .;-",nd t':;01.~: c:,rd ~.'-j f?hinbri faT eacb of ';1:1'3 (Efferent
.~.;,~."' s )f work"
Wo, The c()~.,tr.:'.,;tc:: ;:::,2,] 1, ~'j:r the .:::f.\.me compensation as fr)j: oth-
er grad~ng, 'grade f~ 8J3,fe,. !)";':)psr eU.:.'::' workman2.ikp conrJ.ection w::i.. th all
interseqting public or prLr::n;c :r,)a.c~s or drivewayo, according to the
directiQns of the -:;ngincc,:i..'.,
a.. All ma.tel' 1..(-)J. (3,n:i ',1\j")XkCl3.nship shall be of the bee't of its
class or .kind. Al] li,at~T~.a:;. t"'il:1.ch illa.Y be rejected s~J.all at on.ce be
removed from the v:Loinit::':-.nd 'r.eplaoE>d by material 9:f appro'Ted
qua.lity.
o. The contractc,:r: eha:':L glovE: h::.s personal atten'"ion to the
faj '~::'1ful prosecu1Jion of t!.lS VlGl'kj shall not sublet the $ame 01' any
part thereof without the written GOllssnt
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County.
COpi~2S of
all sub-contraots must be :::':i.1ed ,:;i tti ~hs County Engines;:: p Oontractor
shall not assign,
tv pC\"i"e:.. (if' :'~;:~:oj:ne6; or otherwise, eny of the mOll-
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eys payable under these '81)ec'~1'1oc..tions.
p. Whepeve~c the ';.[)Y.it;ccV;,1:0!' "LS not P::C(-;8Gttt t';a the workJ
orders will be given to th;;-, C::U1:':~.~"lt;td1c.eL t QT (Werse.';:~' who may have
immediate charge the::ceof, D.nd ,.:\r,::..l'~c:;{ h;;'lll ,"':::. :cec~ei 7Uc"l and obeyed,
If any person \pm:ployed J::-~ t;'1c~ we)./.: :::~.(~c~,: J. c1t~8').:r to 1)~, :i.ncompe ten t ~
diso:rderly or unfai thfu.l, he '3LD,,}.l; upon 'the. -ceql'lisi tJDn of the engi-
neer, be at once discharged. ane'. 1:01; again empLoyed upon 3.ny part of
tj:l~ work.
q. The County Engineer I:iay 8u8p~nd a.1J. wort or:. cmy or ::>.11
r'~~C'1j).ons of the road fol' such pe::.ciocl8. a.e fie may (1eem nE;c~882"nr. The
C('~'l."GI'P.C1;O!.' shall not make B.ny clai.m (;1' d":.mand for dam::1ge bJ rea.son of
S:.l:Jl sUGpensions in. the work, but -;:,11e pe.r:iod of suc'(l suspension will be
exc}.uded in computi.ng the time Ij,mi. t . fox the completion of t);l.e work.
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r. The oor:~ t;:'8.C t :'.:;. agreE'S to assume all !' iskG &.ncl. :i tabi1i ties
for a.oc.i.de.nt OT d.arr..s'.gs t~y::.. t m3,y ~OCT1.le to p~rson.8 OT proper~.;y during
the prosecutio:u of the work '~nder these tlpeoifi(;a.tions, by 1'eaSon of
the negligenoeo~ <:;:;.l.:!.'eles:mes8 of t:Lll~)elf; his agents o:r smployees.
s. All w~rk will be measured and paid for as sat forth in
tts qttaohed for~ of bids.
t. N-e 9;1 do 1rr:Lll bo c,clJ.BJdoEOd. ....ml"'s<"j !':"7CQO be ~;:~.";-041 rOf 0'1.011
i to:~: in l';opoaal 'b:t$v~l:J (".I~n ~~'. ~':\~,.,.i',r'1 >.\~wd .
If the 'Jor..t:ra:;t
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sum p~ice
e.i:::txa ma.te~,:iaJ
and la.bor aha-II be pa.id ;fcJ:~.-:'; ,}, },;:r i<:\c ba.sed 'upon the price in. the
eng~neer r i\J preIiminax',v ei;:; 'L')l1Ja.t<-.' f wnich pr::Loe shall be' inoreasecL or
reduoed in the same ra -tit) t,}'U.. i. tJ:-.,:, l-..lJr.p S....l13 pr ioe bears to th:3
e~gineer' s preliminary e~ UrI!8 te, 'J
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maps, are
alinement a.s staked on the gr'Qunct or sb.OJ\iri
intended to represent the W'orl~ t v ~i.one with rea,sonabls cffi?nseness
but the 8pec~fio number of units of any kind,
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v. Wb.ere t.he j.H~rJ:':o'V('.r-,eD'!i fc~J..l()ws a71 existing traveled. ::road
the contractor shall at 1.n,r; CWil ,:;x}:<3nsf' keep t~le road. opeD. to tT2..ff!hc
or provide suitable detou:s 80 that t~affic will not be interrupted.
w. The bidde:cis a.~;;:.8.otil.'r> t,:; pf;.!'t';l1u19orly c2,:iled to SG'Jt:lUns
OLe o.nd two or thE' speoifh),:o,,~,iQl:" c~nj <:...181) to se0'~!L(yr; three, ohapte:l.'
3.> OJ: the Session Laws of 1.:/L7, "j:i.'G~:.;c~~f3rer~::.;s ~,C i:'r,(~~)lJrning of !'B'-
fuse ~ timber, b:fU8h and debX' J.s 'L:OJ11 .j ;.2/:1.-: :A.ng S_'ld gr'l1;~)ir;.g upera. tions.
The County, the: Was11'.!J:gton Fox'est }t'i.::.:e AS8Coia.ticn 3.::d. the
Stat,') Fire Warden all insj.st th2"t tl1.o sto.tU:Gf;;::~ oovering the ~tt3!' be
striutly enforced, and that the ~efuse from olearing and grubbing on
public r:>ads be p:t'operly d:sposed of and tht'; premis'3s be J.eft in a
r...f;?~ t b.nd presentable concH tj01:,
The provisions of the Gp8cj.f1G~tions and the statutes,
tt.<3';"r),f.:.::'o" will be m'tj!i8t1:L..Gn%orc~d..,
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STANDARD SPECIFICATIONS FOR CONSTRUCTION OF UIPROVl'Sn J:{QADg.
JE1f'1ERS'ON gmm:.sm......
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1. OLEARING, The right-of-way wtll in general be Qleared to
the width of ..J1l. feet on each side of the centerline but will be
cleared to greater widths wher~ordered by the Engineer, ~~earing
outside of the :tight-of-way shall. be done under the same spec.ifica-
tions and be paid: for at the Sa:n.3 price as clearing wi th.in the right-
of-way. The c:l.earing wi,ll in all ca,ses conform to the stakes set
by the Engineer.
Within the lines staked by the Engineer and except as hereinaf-
ter apecified1 a1:1 trees, brush, logs and othe:r: vegetable matter6h~1.J;.
be :r:emo'V'ed a.nd'tpurned within the right-ot-way. No stump aha.ll.be
left in the'oleared space with a height greate.r than its diameter.
Er . .' 1s of ~ore than two feet the top of stumps shall be at least
'Y.
'below ~rade.
Trees d~signated by the Engineer shall be left s.ta.nding and care
shall be exeroisedby the Contractor net to d.amage-- !Juch trees in fall-
ing adjace~t .:~imber OJ: in burning.
All me:rehantable timber shall be cut into l.og~J of standa.:td
lengths and decked along the edge 01 the clearing 8r within the
right-of-way outside of the clearing, free f1:;jtU :n..l.bb~".:,ll a.nd Vlorth-
less logs.
At such times as the state or Governmbn.t a.1J.tho:rities prohibit
burning, the refuse froi!. the olearing shq.ll be pilei along the sides
of the right-oi--way at points where its burnin.g will n.ot ~ma.ge
standing timber, and when such prohibition is removed the piles of
refuse shall be .bUXl'led.
mile ~head of t4e ,grading,
for the area aom~l
r.
o,o}:e
,
i
1
J
,
1
.~~
"
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l
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j
!
Clea.ring mus.t beoa:rrieJ. on and completed. a,t least one ba.lf
.the Contraotor in acoorJa.noe wi t,h
~
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-l~
~
:j
'~
.;
~
j
~
.~
.
I
.....,...,,,:,,,--- ....- .........-:lIi01
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2. GRUBBING. All stumps, roots, and other wood embedded in
{)
h;
,)
the ground wi thin the area.s inoludec! '"oetween the slope stakes of all
excavation of~ feet or less~ and all fills of two feet or less shall
be reJllOved a.n.d Qurned wi thin the right-of -way. At such times a..s the
State or Government authorities prohibit burning, the refuse from
.tne grubbing sh~ll be piled along the sides of the right-ot-way at
pOints where its burning will not damage standing timber, and when
such prohibition is removed, the piles of refuse shall be burned.
Q~~eiA8 wall be ostimatea and paid for by~ho aera. for t.bs
a..rfia aet\Mllly grUQD89. by tAe Contre ctQr wi. thin the .limi ts A.bove SjHae-
1fisd.
3. ~DIlG. Vnder this head is included a.ll exoa.va.tions and
embankm$nts Tequired for the formation of the roa.dbed, the digging
of drain ditches,and cutting new ohannels for st~eams, either within
or without the right-of-way) exoavations or e.ban~ents fer b~idges.
and o.ulverts a.rtd the gra.ding of inta:rsecting highwa.ys a.nd priva.te
!
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'I
~
~~
I~
1';'
;:i:'-
~l
1:." ~:
~
~ roads. and grading new approaChes when ordered by the Engine~r.
~;.
f;
~ prioe b~d per oubio yard of excavation shall oover all m& . e~-
~:~
R eavated of wha.vsoever charaoter, Which price
Ff
f;
paid for over~ul hereinafter defi
be full. compen_tj"on fox
"..
.....
~~::
:.(~.:
exoava.t:i.;ng
a.s direot
into embankment or disposing of it
Engineer, and finishing the roadbed and slopes as
-:'",;
~:l:
~r<!
:~;;
'."'!-'
ti1;
:j'~
)'~'
~,~
tb$ materlal required for the formation of embankment not for.ed
f:rom t;ne e~'" tion taken from the regu.lar sections of the roadbed
.j.ll beob_1n~d lrom the side ditohes as shown on the prof~l,~ ~~ a.a
staked by tbe .ngtnee~ and from exoavations outside of the roadbed
known as bor)i'''w pi~s.
the ~ide aite... ~n~11 conform to the stakes set 9' the Eng~neer.
. '
.. , ' I
lho~Cl .1 t 1'>4 ","s.,,,ry a,\ any pla.o.e to go below the 1e'le1 of the
,
grO\U.l4 1fet.te:r lJl. eJtOl."",t:i.cn. s~q~ ex~va..tidnma.teria.l wj.l1 bff illCluded
~ . ... ..
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~..~ ;
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ri
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t~;:
~~
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f.?:
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,'" ,J<
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'~..:::,..,,':;!. .,.~;i..,~c",l' ::: ',"';'" -~,:-": ....:;/.~..~:.'}'.':',:..r.:.
under the heads of exoavat5.ono-r E'mbankrnen~ and no additional oom-
pensation will be maria fo-r WE:t eXlJa~J'atioT1 :n: fvt' 8l.;.ch mat.:;rial plaoed
in. embankment.
Noshrinkage will be aJ.,lowed for materialplaoed in embankment
from borrow pits .and payment wilJ. be made on quantities computed fr'om
1
t
1,
the cross..:.seotion of the embankment SG staked by the Engineer.
theprioe paid for excavatiollj with the additional
ld for
over~haul as hereinafter defined, shall
I
I'
:;;r
:!...
'.'.'....
"
;.1.
'1'::
excavating the material,
into embankment or dis~osing of it
Engineer, and 'finishing the roadbed and slopes
. Grad1ng",w.i.ll be measured in ex.cava tion. If the roadbed excavation
of ' regular sections does not furnish sufficient materia.l for forming
<'
,
the ,embankments, the additional material required will be obtained
by. widening the. roadbed or from excava.tionsoutside of the roadbed
ll'
I'l'
I.~ ' known as. borl'ow pits. If a borrow pit is of neoessity so irr.egula.r
).
,in sha.pe as .to .make an accurate measurement impossible, tile settled
'embankment formed from such bot'row.p:l..t' may De taken as the measure
of .the.exoa.vS:tiotl in the borrow pit.
oo~ensa;tion for hauling
..ia.l wi thin .and up to a, distance of four hund:red
sha.llbe.ha.uled to any distance
direct and. as .
distances greater
than the specifi'ed f feet, th3 price given in the con-
-----
erhaul will be paid Oil each yare.. .for e0,oh onlS hundred
,'..
.1.
:,
:,1/
Side sl'Opes shall be made as staked by the engineer. In case
slopes sha.ll slide .i.nto the e'xcs;va.tion'during t.he progress of the
W'or~, the s11denta:teria.l ahal'i'. be removed at c.ontract prlices per
pubi'tl .ya.rd.. Ov.e:rbrea..ksdue tobia-sting will be removed by the Contrac-
tor, a.t his own expense'..
.." ,
..~
1'):.-'",.. . ",,::;,,: "..:;'~,'.l'.'y'''';~. "..:'. ';"~~:..:;':~'."X':.\\;:' Y ,r.,,: "".,
i';~" ".
~JJ';~' .:
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The surface of the roadbed shall conform strictly to the final
;@;ra.d.es set by the 'Engineer, and shall be composed tof the:. best rY!Cl,teria.l
obtainable from the excavation. N~ boulaers shall be l~ft protrudi~g
from the surfaveand all stones of greater diameter than two inches
shall be remove~ from the entire surface of the roadbed.
The materials composing the embaakments must be entirely im-
t,
"II
1
, ,
I perishable, and wherever the na.tur,l surfac~ upon which 'the embank-
I
i
I ment .is to be Plaoed is of such a nature as, in the opinion of the
I.
I
tiguous embankments, is to be dispossl c:f i~~ wicislnnz ~;he embank-
ments unifortnly along- one or both sides of tr:e ;,;"c1,:"1e, or is to be
deposited in waste banks or otherwise.. or is 'te.' b~ hauled to form any
emba.nkment on tee road to be improved, n.s t.he ErLg:.neer may direct.
: In cases .here the quantitl of material taken f1:'om the regular cut-
tings sh~ll not be s\l.fficient to form the requisite emban.kment) the
.. . . . ,...~ ... "
defic;ie~cy shall be s;u.ppi-ied by taking material from cuf;'tings wi thin
0:' withbut the right-oJ-w'ay> at such places as the Engil16er may direct>
_J~_
. oX' :trom an ".mlar:~errent, of th8 -:egnla.:i;' !1ut.ti:;p;c, made '3(~'i.~ally
" "Y~
v..
uniformly on 0~9 0r both sides ~f the
G::].~.le. ;;
20. T..d
~jI.( sides of
.~,,\-, -:;.
V~J.'J
. excavd.t:..on "i.;l al}. CFAS6':'; shc.l.ll be d.X'es~18d. to 2.11011 s1cfK' i:1C t::.3 Engll>"'::,:'"
may :require; l':::'Y;:_cs-;l., tllat if the oontI'a.etc:: ::3118..11 ha\T',:,~ 81r,'i?0~. f1lwh
excavation':JY -1:' -re2.tj,'JU of the Engineer before wideninrs the s"~me,
ho pha' J l'e-'e ~ V.O l' ',-,. <,'L' C''-'l' r'Q' '-he' "'ec.'o",l t.;mq
_, _. ,,~, ~ V I.- \.., --v.... ,;. )"1 .....La U f,:> 1'........ ,.L.__
such comp8i..c~a,ticl 2."::
1-;'r.E:. 1i;.:C;:'I!ee:- r:ay deem falX' and rea. sonabl e .
B.)X':J.'ow pits sh:..l1 to co~mected with cUtcher. and draJ.n6(~ tc the
:nee.r-8P.;1; nFJ..tl.l:ral outlet, Side slopes of borroV'T pits on the ';:lg:l1t.-
of -way shall be thE) same as ',lsed. in the oross-sec"t:i.o!l ot ;~.dj c>ining
roadbed. A berm of not le8s than 8i].. (6) :fe.e'c j.n 'Nidth ShS-l: b\'l
left between the slope sta,k38 of the embankment and the 8dge of the
borrow pit; and a berm of not less th~n two (2) feet shall be left
between the oli.:tsi.de slope of the bo::::row pit and t;tie right-of-way
1 ine . The bern" mU8 t om~.:d.s Je of or igi;;n,l unor'oker: gr01.:nd.
:r~. :tack, excav8,ti;)n t1:),'3 cont:cacto:c sha.ll be T6y.uj.red to exc2wa.te
ej.ghti (8) :l:lches below the grade and. to b8.('.J}~~.:ril1 with matexia:
f.l,pproved by the engi"!lerll: .to true grad.e axHl ('! \WJll, Allo\'ll'an":le wi L.L.
he rnad.e to -t,1;fl cont.r::l.}..;:Olj at co:ytra,ot J,ri:6[ f.:.\r. exoavation and
pox:r 0\"1., 1f nf;() e s ['.;6.ry ~; () b () .;:' ~>(>VI mo. ;~ er ii'.:' ;f OJ: 1:;e. (~-::- -:d 11 .
Whenever the '1 ig~'Y~;hOf--WF"Y is or08llt"\(:.. ",,:;/ ~- :.;.h.. j'~ o~'~ 91' i':r8, -;:'t-= ,t'(\)::I,(:1.E'.1j
commodicus :P?...sSiD.f; I.::l(',~,:s \'L:r;t 0.) ke:p~ ~.pe:') 2n(; 'j.T~ [./3.fe. o;)nditJon
for use, at tlle :~~q:~!nE' of 'tt.(-,
.,,)~,tJ.'3.U ~(.)r c),
~-" Y' ~\
..,'JJ.I,"""
:.l( .~. ,~; j~ L g'~~ li.!~ 0 ugh
farms the
0C,.Ii tr ";\,i,,;,f;e, r ..fl~ G t
. ~
,;..2.80
kF=l6:P un, ~1t
1;.: S
.~;"',.'~~ -:"'; ..~ ~~rlS '3 J
u'\.lch
tempo::ary fer..oe.;,; c.;': .:.;:.r.l:L ()... r!8ce~.f';;:i;'7 :,.J''I'' ~r.~ )Y~. ~r'-',::V: ~::~,)n. of the
or0pf-1,. and 2.11 J.(:',rlla~C'.'i )"e~j'1.i +int-;
?t'o~ <:' n')lJ.\.,c'nt,".'1":\:'..'1 WJ.-t:."~ +b.iS
....'r.ee' .p-' C'" ,,' '.n .' " 1 'h"" 1.. ". . t'
01:" J.......~.::1o.JJ.v J~~~ ~J ('....,.A.t~pc:; tJ
t rJ 8 ., '~I!'.tJ:'8 ;~. 't.~:..( ,
00Etr2..C to!' 3.i"a13Il d.i:: ectE'd 1) y~n~. C flg:', 11e <3 r ,1 :.;:.0.: ',- 0.8pO sit on.
'~be 5168 0':: ~3.!') :rc.,arl~ e,l' ["t, eUGh (".J:l."rt<..J.t'!n ,; :::nL:.ttj ':'.:; (.':tY be.:
de.signF\.tet.l.J..ny s~:;uue ~)!' r.)el:.: t;])2,~; tl-...cy ffi').V' ,~:C~8,'vate; .::":;.i ~:i. lIt flU
doinG, the'.r F'l1a.-LJ, (18';)c)(,ii; Iw.'GE'ri2.1 ~:l,,;q,1jr8.i :i'_'..: (i':;nbo-'li~.'lY;~:'nt, tJ:').'.:.
addi tiona.l number of c1...bJ..J Y.3.xds ':J'f
f~:,,{~a.~.la :~ ~i.,.:'L
f
"A('" .."',-. ~n ..(.'o'l'c.",'r:-10'
.. .' J., _ ,.\,:~ O;::-'I...I~." ,.1. ~..UJ..~.L t')
-. '7' ~..
such embankment w:i.l1 be allowed and ~)a.id fur.
t. .. -
..,..l.l
s tor.,::.;)):: rook
~
e~a.vat~d and ieposi tied as above, together wi th a.ll ti.n1b~r' I'(-):l.10~1'Gd
. <; '3.
from the li,'ne Qf the I'oad, sha.ll be the property of the Cr;uf?,;y and.
the contr8lctor will be held responsible for it's sa.fe keeping untj.l
o .
removed by the propex au~~rity, or until the oontract is completed.
0.. .QU1_YERT..:~. Culverts a.re to be of metal , concrete and of woed
......r:'"
as ::;hown or.. the profile.
(,'
-,
,>"
gal'iT3.nized cor:rugat<>
, of a percentage ..of at lea,s t 99-~.e,O pure
,...
to the side logs .k)g culverts to be co,nstructed and well drift-bolted
to,;etb.er as shown l)y .the plans furnis:hed by the Engineer.
5, gOliQJ~}1:TE :pI!,}~~ Concrete pipe ~J\.;..st be. d.(;3nSe, ~mooth and free
f:com ?,ny 1~~perf3ctioa the. t woul!l ircp!:.dx it'" i;:tx'ongtl1., It shall be
mixed in the pr0psrtloLs ui one
(il) )'" .~ p,. "..1 ,. .'d ,., '.1 - t
\Ji.l .,7>.."T..... .,r .c.l.a,. uB., en ,
two (2)
part8 sa,nd E..nr} o:r.e:..n\:'~ f..;:"o--balf
. '1.' / ,', \ ,,., '.,." "'~ (;! .... .,; E'''' n
\ ...-.!../ (''''',i P...loIJ.. l :...' .,,1_,.. ',.AI
pea. grcwel; or
one (1) part '?O::'tr13.!l.'1 rem.em;- i;1~}.d t.hr::1<" (5) pa:ctR ,yf. :n'operly grad.ed
sand, ranging ~n ei~,~ fro.n 1ne~h2,lf (:'/2) l,n;:::h q.owJ:\ to one hundred
, "_'~, I I
(100). ~esh to the inch, tno:t'oughly mix.ed and t~Y.ilrEid ...r.to forms.
Material, shal1. :Jcr;fot'Ul to the sta.ndards adopte:l August 16th, 1909, by
thP'., l\.r;:'eI'~c".n ~,..,-.: ct:T. .i.',.....:e.c.'t;..lQ'. Ma+e~'ials Th~,{Jkn\:;;Gs of pipe sha.ll
..... ... :J.. .. CM, u''-Jv.,~v' 1. ,""",-,... _ ".~:.! _...l ."? v..., ... ~
not be le2s tl:r3..f!. tL':.\' v SH')Vm in +;he f()lJ.o~'l~.:nfsta1.JJco I)f dime.nsions:
Insiae Diamot6r.
."-"-'1~2 ~;l.ilO.Q~
16\ I:
2J~ n
~~:h.iJ'kr'..f~S3 .
- 2----5~i1.~(it.'e8
....
,;
~1
30 11
?6 fl
42 "
ItE1 ,.
,') '.!J..L.
c..~j, '
3 '
: -3-'1/4-
~-1/2
'j
n
\I
"
t:
-0-
aeCf)I'dance 'wi t'll t:o..." :tel'l.oYTing tab.le of w.;:i:::!) t.:-i pE;~: di.l,.UE.,T<2 fcc. '.
R.eia,oroemer.t shall be triangu
,
~~:}9~~?f~~~
"".',-."
::;r.:;,_.'::;' ". ":'\' .'",.?..
and sizes:
iham:;lt,E.10 01'
?: lJE,.
...,...--~~._--_._-
l~ Ii
2l~ "
30 n
36 "
1+2 11
43 it
tria.ngula.r Rein:foX'o&men~ '" 41\ hleab..
.L .-', .--
~ro reinforcement.
Minimum weigl1t .}O Lbs. per $q. :ft r
" " .40 H IT !1 -n
II 11 .40 II \I l' 11
n " .50 n " II n
If " .60 11 " n "
n n .60 If " n 11
12 :incn:~t~
,Joints of the rei!lforoed ccncre,te pipe shall be of the lock
joint tipe) oX''t\1tt tlpe, with :poel ti'\te connection between sections
,<-:4
of pipe. Joints 51-.0.11 be thoroughly r-H~aled with a mortal composed
of one
(1) paxt ror~land uement and one
" )
i, _'.
pa:r t sand..
..
A trenoh shall be dug to tte linea end one (1) foot below the
'j
g1:'d.de gi'll0lJ by the
<>""~,., ,,,,,..,. .V'I {'
....'....t:" ...~ .t..,...l"'7' ...........
80 ()I'der"~l.l..
<:"'~~Ci. ba,~~:k..:f:ll1ed with
gl'i:1:;;.,s1 0": C'.l:1,t~"bl,: 'N ;'::l'\~cJ a.nd thOI'()l:;'G:n~,y t:::v:C')cd to f:i\!e ar.. ln~l.:'"
yi:)1cLin~~"OUlld(..t:L:m, Al:teI t"id pipc~ J.E- p:.aC'~)Cii .the ~,rench snail
b3 b~c;k..-f iJ, le'i \'1 i t'~ ~: J..1. "1' 0"~ cr. :,:,tt. e.. bld. ::;8\)) C, )'\1..;- ;::"..::'Lal, a..nd thoroughly
....~ 'n'1 ~c.. ~ 1., ":; ('~"I:" ..t..,. "I ....~ _. ,"to! ....'1' .... .' (..'-(. -:',~/"" ,: ,.) 1...,;, .t$...''''t''r', """r c,."" a 1 '1 1",,(:;. ")'..1.'. ~'i"A""l
":"",,,.1:-'>.:' 0 ~~..~; !.ii~..J~.' .r':'.~,.i.'.J..r "_"""~ \:,;.>...t~J:;;. Or" ..J...'''' '''''' ".,.. '.'..' A '-'-- _.. ".. '? ",-"..
to tc..mp~.nb j .Jih~::~: ,
"": '~\ i . ~::"
."'\'='> ..... .';'"", ..' ~
, \
~...~ ~
...... J" ....
... ~'!.~ 'I'
~... <.
..,..J..'..I_ " 'v
E7.~),""~;/:,;"y', IJd.~.-:' t';.~:~'':':O'i'!';lL ::\:. 'cl,t'o ,:.".,,".".:r:'3."? p..i."lc.:o p'2\'~ :.'ubic
(";:.1\": f: l ,,' (ik-f~1l. t'ng 3.nd
foot. in.::l1udL::g .f;..::.....r.; ~;'!Lin:2
r
c.,
l'i'I,.."T'\J .. ,.,. ~'-r. 'T'
.~. -!~.i:12n.__~ll~.:l ..; _~.'.~.~'~'_
.A..L J_ t- J !rt:,.~, .:jT f;V:-:1Ci. ;,:-:,,:'::...:::}: ~t,., "~'1, er~I.\'''' e:r t s ~ ~ 1: 8 s t J_ e
WO'r~~ b"t'i6ge: a'"'\.l.t)rl:;.~~tt'. ''\,.L'(:
.J':.:.l.f' (y~.,.(1:';eS ,:,",La~l'::. t".' .;..1' l;:-:')C,j oual~t~v No.
A; '-" . ~ ..' ~
1 ....(,..' ~IO""'" ....., "r .", "/, _. ,.::t,... ""- ~. '-i i--..... ~.,.,~.;'"""" /. . '"\>11"""'/\"','::1 '.- ":'," ~ .......~. ,...." .{.. .:-=",~. '.
~I )1..;dJ. ...4 ;:..~.... () f..."tJ~ ,\,'~'6...~ ~ C'.IC ~....te 'i':;'j,j,.c.!o._J,'..'c~ /~:.JJCv,:~ \".".....J!. ","';"~ I' ,'''; .', ,.,,'.:;:
:~,:rr::m ;;\C1E kP.3 ~
wa.nessola.ek :-~r~C'. urlBcuni 1::r],(;":';8 a,r:d alJ dr?(~~3.y ,. al~li 3rj/.~L~)I:>. U"ea.',,-...:.rcJ.
by t:re 1()(I0 L~e'~ lJ(I:::~:\;d 4l':G..fUl'~.' anrl 'r.L0 .19).'11>3 .n.-.,X :.ri(o.() s"ij .boa.:;:d.
......,
_ l._
r
!lrXJq' Q r~0::f:
:/ c ~ (.:~ 'f. ' ! -,' c~ b J'/: ,'~
,;,J
.")>>i.;~\
.. '""
.-.., .,.
. .
measure shall be understo04 .. c.QVertbe e:mpe~e.f<a.ll.~j:~#~~'~~~i,i.;7':':;
Hewed timber may be substituted for sawed timber, subjeot to the
approval of the engineer, and shall be of cross section equal to that
as shown for sawed timber in plans, exclusive of sap or wanes. Allow-
ance w,il1 be made per !I. B. M. for hewed timber in accordance with
dimensions shown on plans for the sawed timber it replaces, at contract
price per M. B. M. for timber and, plank in place.
Guard rail on and around culverts shall be estimated by the
linear foot of guard rail in place, and the contract price per
linear foot shall include all necessary digging and back-filling for
posts, on embankment and at end of bridges, and painting post and rails
with two coats of white lead and oil.
All timber structures shall be built in conformity with plans
to be furnished by the engineer.
see ],e11JW'
7 · GM VEL .II
inches .deep> shall be
rangin~ in size up to two (2) inches
sion. Same shall in no case oon
dimen-
y perishable material whateverl
a.nd not to ex
oent. loam, or other binding
g. FORCE ACCOUNT. No force account bills will be allowed, unless
upon written order, signed by the County Engineer, prdlor to perform-
anoe of work. Force aocount work will be paid for at the actual
cost, plUS ten per oe'nt (lO~): no charge shall be made for the use
of equipment or overhead expense.
The amount and cost of such extra work shall be computed by
the County Engineer and the amount certified to by him shall be
final and conclusive and binding upon the Oontractor.
Bills for material and supplies incurred in this olass of work
.,
will be allowed to ,,;contractor upon receipt of original receipted
, "
bills, approved by the 'enginee;r and attaohed to sta.tement of labor.
7. Gravel
The natural surf~oe of the road being equal to a good
gravel surfaoe, there will be no graveling under these speoifications.
-s-
>~v A l,
" ',:: < ~' "'. ,:,.':: ;. '.' :-::~ " 'i;',r: . ;,.
"\ : ..~';, ~.:i J., '~~'.":' :: /. ~^'. , ~-,
;' ::~{~" ~~> '
i,"
9. ,HAND' PLACED R!FIAP.iShal1. consist of stone of dimeftE!:3:ons
as nearly reotangular as possible~ sixty (60) per cent of which shall
have a volume not less than one (l) cubio foot. It shall be laid down
by hand on prepared slopes of such embankm~nt as may be designated,
and to such thickness a.s may be Ol:de:red by the engineer. R;i.pra.p
shall be started at the toe of the emoankment by digging a trench and
plaoi.ng a oourseo! the :J.argest stones therein.. As far as practicable
the size of the stonesha.ll aeoreasefrom the bottom to the top of the
riprap. Each stone shall be so pJ.aced the. t it shall rest on the slope .
pi the embankment. a.nd not Wholly on the stoneoelow) and i.t shall be
thoroughly harmnered or driven into its place. Tbe outel' ta.ce of all
hand placed riprap shall be made as smootp. a.e, th.sha.pe. a.nd size of
the stone will pel'mitt
The oontract price per cubie l~rd of riprap will inolud.$
furnishing Of stone by the contraato1'. Wherever material for riprap
is taken from a cut in the road) no overha.ul shall be allowed; and
if by reason of pppropriating such rook for riprap purposes, 01:
slope wall or masonry as hereafter provided for) a short.a.ge of mat...
erial for embankment purposes results, the contractor shall place
amount of embank1rJ.ent equivalent to volume of stone used. in ri.prap
or slope wall or masonry, at his OWn expense.
10. SLOPE WALLi Slope walls shall be constructe.d at suoh
places as may be required by the engineer. No stone lesS tha.n s1x
(6), inches in thickness or less than (1) oub~c foot in volume shall
be used in the.bodyo! the wall, although smaller stones rIJ.a.y be used
to fill in'terstices. All stone sha.ll be laid flat and on its natural
bed. Proper care shall be exercise.d to secure bond, and eorreQt pro-
portion of headers and stretchers. ~nex~l dimensions of slope
wall. shall be such tha. t wi th the sum of the .fron t and rear 1:>a. tt.ers
equal t9 two (2) inohes in twelve (:1.2) inc1l-e$, the width of the base
.
sha.llnot be less than one,..third (1/3) of the height. In no oa.se
shall the w~dth of the top be less than eighteen (lg) inches. The
course 'of
bottom/slope wall sha.ll be laid in a specia~ly prepared trench.
-9-
.....
,-
. ,
':: '"', ~"_' ~; -t ~..' ':'^
Contract price tot' $lc.>pe ~ll willi.nOl~de tl1e fu.rn~shin~ of stone.
Slope wall wlll 'be esti.DJated as the volume oontain~o. within the lines
of the plans f~rnished by the engineer.
11. ~-g~'Bt' ."~QI1l.t; A1:1 rubble masonry ~ comprising bridge
abutments, Vertical andbattereg. wal+sap.q Olollve;,ts~ etc., shall be
:la.;i.d i.~ POI:''t:.l.~~ ;..,tn$nt ~p+,~r c;OJIPOi{j}d .tone ~*) .~1i ~e~~ ~t};.(l
~ ":1(' ':' ,-.-" , , .
two (2) partf,~nd,_.te+ials to oontorm to sta.~~rq.s a.., ad.opt~d Aug",
~ .
ust 16th. ~99~~ py t:tle Amer1canSocietyfor Tef.';~l).g Ja.ter~al~. ~~d
ani cement S~~l be ~xed. ti1oJr$i\;,1ibly 411 'by mniq with s]!lOv." i.n So
morta; \>O~f 'M~H;' ~~~ w~t~;. Wll~cl'), ~~.~ " .~~.~~ ~;r;~q.~:U,r ~9
avoid wa.shilli;t:Q.e cement a~Y f'rom the $,~nQ., Th~qua:q.t~t4-~B ot. ~,rta.~
.' ';, ':,','::' , , ' ,,' , ' ' .,~: "," .'
made at each~~ch shall oe no greater ~~a~ will Qe ~se4~n t~~~ty (30)
i!.Il1(1)+~a.;, has be-
~-' , '"
gun to $et. b",f~;e using,' ~~ shall notQe r~_t~mie;eq. 'bul ..~J.l ~e
'.
thrown a.sa.y~ fltone u$,ed ;~ masoI++"Y shalt l;)e ol~~1;. ~01.1l\if f1.~t bed...
':t ',', ',' - " -. I, '~' -~ - - -' ;"
ded stone. ~",ote~ ~ton~ ~hal+ be used at alla.~g+~~,,~ ~t ~l~
and cop~ng,. ~t mO:;E;l thanone-four'th (:1./4) of tP.@~1io~ff ~a.l* ~. les.s
than one (1.) f;ot th;\.ckt afj,q. no stone sha.l.l be l~,s t~ll ~.~~ (~) i,.pch-
.:14-' ..., .. . ,: ". I.". !:"
as th~ck or Qt,e a Ped are~ l~s$ than Qn~ \~) sQ.~2;l.:r:~ f9,lt !11
stones useq ~. ~he f~ge shall haVe a length e~~t ~g ~t +;aSl lWO apd
.: .>i,... . .
one-half (~llg) ti~e6 the +1S6, and a wi~th of at leas~ ni,.n~ (9) inch-
,'"." ," >'-'It" ' . .' r
minutes afte~ ~aa::ag oee;i:p.nillg to mix wj:th wate;,
es..Headers s~1+ ;form at :!.east- one-fo\,l.1:th <+./4) q% tlly wa,."-l, a~4 when
.wa1.1 is lees ~hanthree (3) :feet in thickness, !teG\-de:r:s shall eJ!,'.tend
through. Bo~~ of all stones in :face, hea.rt, an4 back shall b~ ~t
lea.st six (6} ;:q.ches, and ~oi~ts, both b.ol'izon1;al g.nd ve~tica~,SMll
average not mQ:p~ than one (1) ~nch. Wal:/..s sha.ll. be leveled up and
coursed lo~g~~ij~1na~~r a.~ ~v~r1 th~ee (3) feet ~~ height~ A~l ~ubble
ma.sonr:y wa.U~ ft~ll be, fini$h~q.W~th 'copin~ o;f. ~~lected stolle._ pot
less than sJ;~ 16) inche~ .tp.~gk. W~l,l ~q.ua;,ed o~ ~o~nts, ~ds and faces.
~p~m co~p:J..et~on of stone work~ a:J.+. mason,ry shall. be .
pointed. wi th ~ ~orta.r-. Q.oIl'lPos.ed of OIle (1) part Port1.aud q.ement and.
, "'~ '" . .' , ' ",' , '. ,', .'
~,
one pa.rt (1) I~~d.
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JTusa
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1/,
f.
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Con trac t pr ice for rubbl e ...."onrlI' wi 11 inc llide f1i~.i>ii~";';,;ij_
of stone and materials. Rubble masanry will be estimatsd as the vol-
ume included between the lines of the plans as furnj.shed by tho engi-
nee;.
12., UONCRETE. Concrete shall conprise first-class concrete,
second-class cClncrete and rubble concrete. First-class concrete
shall be mixeci in the proportion of one (1) part Portland cement.. two
(2) parts sand, four (4) parts broken stone or gravel, Seoond-class
concrete shall be mixed in the proportion of one (1). part Portla.nd
cement, three (3) parts sand, fi,'lte (5) parts broken stone or gtavel.
R~bble concrete shall consist of'second- class soncrete in mass work
in which large rock are imbedded.. each rock being entirely ~urrounded
by the c.oncrete and separated at least six inches from eaoh other and
from the face of the forms.. In mixing o'onoreteone (1) barrel of
oement shall be taken as equivalent to three and eight~tenths (3.g)
oubicfeet.
~ement shall be Portland oement of a brand approved by
Highwa.y Commissioner.. conforming in all ways to the specifications
adopted August 16th.. 1909, by the Ame;ican Society for Testing
Materials. Each shipment shall be subject to aregid inspection and
samples shall be taken by the engineer, at once on delivery, from at
least every tenth barrel, and forwarded to the Highway Commission~r.
Provision shall be made by the Contractor for storing
oement in a dry placet each shipment and car lot being stored sep-
arate~y. And cement which has been rejected or damaged in storing
sha.ll be irnmediatelyremoved from the work at the expense' of the oon-
traotor.
.,
.~
,
'~
Sand shall be clean and coarse.. or a mixture of coarse
and fine grains with the coarse gra.ins predominating, free from ca.a.YJ
loa.m. sticks, organic matter and other impurities,
Broken etone shall oonsist of pieoes of hard and durable
rouk and shall be free from soil, sand or dust. Size shall be suoh
that i,t will pass thro~ a two a.nd oj'l.e-half (2-1/2) inch ring and
-11-
;
(
c<~~ /;." .r. 0' i':lG~
:::,~;} T ~'~r(?' .~l~:L T'J~re '
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mst a 0 n ~:" '}",:~ '; T -r
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bereta.ined on a one~half ttl inoh ri::g, and. well grad.e betwee'r~ i:;':n1t,s
to secure a ~inimum of vpids.
Gravel shall be composed 01 Glee;,:::' pebble~1J free frOIYl
stioks and other foreign matter, and containing no clay or othi3.c
materials adhe:r:.\.n.g to the pebbles in such quantity t;hat it oo.nnot be
"
lightly brushed off with the hand or removed by d~i:pP ~I}-g in water. It
shall be nc.:r:eened to remove the. sand, and be of suoh a. size that
partioles will pass through a two an4 one~half (2i> i~9~ ring and be
retained on a one-Aalf (i) inch ring~ and w~ll graded l?~tween ).imits
so as to seoure a minimum of voids. GraVel sha.ll be ,~she4 if re~uir-
by the engi~eer.
MIXING. Approved mixing machinery may be use;_
Hand mixing shall be done as follows: The'G~ntractor shall
provide water-tight platforms, of an approved e1ze and form. The sand
and oement, e~cA in its proper proportion, shall be thoroughly mixed
dry. Enough water shall then be added to make a pla$tiomortar.
After the Uortar ha.s been brought to the proper oonsis.tetlcy, the
broken stone. having previously been drenohed with wa.ter, sha.ll be
added. The mass shall then be turned with shovels at least three (3)
times, adding more water from time to time, until the mixture is plas~
tie and quakes under the blow of the tamper.
The concrete thus prepared shall be deposited in the forms
in uniform layers, of such thickness that it can be incorporated with
l
Ii
I
the one previously laid. It shall be so conveyed aDd placed that
there shall be no distinct separation of the differE,.~.t ingredients.
Each layer shall be tamped with iron-shod tamping bars weighing not
less than eight pounds. The faoes against the forms shall be well
spaded to give a smooth. even surface .when forms are removed. All
mortar and concrete shall be used while fresh and before i.thas been
set. Any mortar orooncrete that has taken an initial set shall be
removed from the mixing boards, and not used in the work. No re-temp-
ering of mortar or ooncrete shall be allowed.
-J,2-
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In joining new conc.re"te to old: or to conC:'e-r;f; th3.t ba..3 :-:1.1-
ready set, precr\l,l..1.tion shall be taken to 8001.lre C" r-~::'f~ct; b02"'.dL1;::; by
cleaning, was:t:LD.g and roughening the vvc;.r:::: aJ read.y iI, p12~Ge, 2,1)::1. cy a.
sprinkling of nea.~j uement lj.berally over the old faces,
1\.11 .Corms Sh8,11 be set tru3 to the lines clE.tjie.:nrj,~:;tJd.~ and.
the inter::.or s>13,pe and dimensionG shall be such that the .f'inJ.8hed con-.
ct'ete sb.alJ. c01.I.!.cide exactly w:i.th the plans of the struoture. No con-
crete sha1l be pou.t'Gd until the forms have been checked by the engine
eeT.. Forms shall be built with surfaced lumber, and shall be oiled,
\~
'#4. ,.
'.!!.
-;'!l
if required by the engineer. Falsework, centers or forms shall not
be removed until written consent of engineer to such removal is ob-
tained.
After removal of forms, all concrete shall show a smooth,
dense face. The required finish shall be obtained by the use of a
fl~ctt and water and rubbing down irregularities in the face. No
plastering of any surfaoe will be allowed. Any concrete which is por-
ous or ~~hich has been plastered shall be removed at the expense of the
co ntl'actor.
The top surface of structures shall be formed of mortar
of the same proportions and of the same Quality of cement and sand as
that which forms thp, matrix of the concr$te, and shall be finished by
cutting off the exouss with a straight edge and rubbing the surface
until smooth.
Ooncrete. shall not be laid in rUl:'~1ing vvC~ler nor shall it
be laid in still wa tar t nor expos\;d to the a0tion of -,'0;;1 ter before it
\
, is set. except with special written permission of tbe ~ngineer; and
then, in such a manner, and with the use of such special equipment as
.the engineer shall direct. Concrete shall not be laid in freezing
Wa.:t81! weather wi thout special permi.ssion and specie,l instructions
from the engineer. In hot weather, concrete shall be covered with
canvas, grass, weeds or otherwise protected from thE; sun, a.nd shall be
wet down until thoroughly set.
COla."r~t@ 'lllr11J.b~ r::lid for i1t tnfj- Qont'~aC't priDe for 1lhe
-13-
t:
, :;,t.:t
.~~ ~f:
. : kt~'
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CC:'lGr:'~'(~J Cl..Li 041";
ume contained "Ivi thj.n tile plan~ furlJish:;d ";,y
price will jncludc furniphing
ma tel.' ial and 13.1:>:.\1'
of i0rllis~ ~ri\i4g,ch~ot
piling I COrLS tr.::.: U .. vi r',)fferdD,ms I divers ion ')f R ti':~2...:r;G, 3.:JU ~.:-,~.
1 i ke .
lC::. :foundation pits will 08 aJ.lowl'-"i ~nd C;3tim.
'":
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13 ( ~3r['I:-.1LG1'U~l!~_L. STE.:Xk_$B1:r.ES_!. Exoept as otherwise provided
by t:t.c- 30 spec if"Lo8.. +, ion;;;, s -Lru,ot'lre s'toel shap0s sha,ll be medium
steel, made by the aoid OT basio open hearth processl an~ shall oe
uniform in charaoter. FiDislJed materj.al shall be clean, smooth,
straight, true to srape, o} wo.c:icm'3-n:ike finish and free from defe-cta,
fracture must qhow 8. uniform i':\:::16 p:aiYl of blue steel gray color,
entirely free from a fiery ~lstrp or a blackish cast.
I-beams a.nd. Gl,:::,uctural r.ha.p6S shall DP thoroughly
cleaned of all loose scale, rust and dirt be~or9 going into the work.
If not proteoted by concreto, contraot price per pound of steel
shall include painting~ .f~v.ro ooata of standar'd p~.gments ::l.nd linseed
oil.
14. REINFORQI~~_~~B2; All steel used in reinforced conore
te shall be cold twisted ')r corrugated, of dimensions aG s;'JO\''lll ')n plan
They shall have an ultimR.te tBnSJ.'1..e stl'engt.h llf 55..000 ~o '(0,.000
pounds per square inch, and an elae,tic lim:vt 01 ;'lC"~ lese, "than one-
half of the ul'0:~m2utf~ strsngtih.
Ba.l'~l sharL be thoT0ughly oleaned. "?end flee from paint
and rust scale te~0re going ~~tc t~~ work.
)...... -
,
,
...
for at the unit price named in the
c
",
place and will .
e ending, placing and all 0ther incidental
poun~ of steel in
15. EXPANDED METAL: Expand.ed metal sha.ll br:. used where
called for on the plans, and shall be of weight and size of mesh
indicated thereon. Material shall be of medium steel Price per
-14-
as
,~~~t; .C:-:";J ,,,,":' '.. ~.
'--......... .- ','
square foot of expanded metal ':li11 :.D.c,lude :~ll necessa.ry .pend~:~~~'~~L':'<!;;f
cutting and p1aoi~g~
6 T. f... ~ ~ . ,: ~ shal." }-,'" - -i.an
1. FIlJE RAIL;. he p~pe or l.-'.PC' rc"l~.1.T.'6 J .."~ ,J J -
dardone and one-half (1-1/2) inch wroug'ht iron pipe, smooth d.r:c;,
round. All fittings and connections shall be of the sphericE.1 +T:)C;,
fittings, cast iron foot
.'~.... ,...".
of linseed oil ;~int[
..
17. PILES AND PILE DRIVING:: Piles, whether in foundations
trestle vwrk or pile bridges, shall be straight, of good, sound qual~
ity, first growth, winter cut fir .01' cedar, as the engineer shall
designate, not less than eight (3) inches in diameter at the small-
er end and not less than 12 inches at the butt end, and of such
lengths as the engineer may require. They' shall be measured by the
linear foot after they are driven and cut off to receive the super-
structure, and the price per linear fool' shall be understood to
cover the expense of driving, cutting off, removing the bark fro~
the part above the groun~, and all other lcibor and material required
in the performance of'the work; but that portion of each pile cut off
shall be estimated and paid for by the linear fool' as "piling' Jut off".
Piles shall be driven to such lengths and to such penetration a2 the
engineer may requin;, All pilec shall be cap-ed or ringed durj.i.1C!;
driving to prev8,ot brooming:, if required by the clJ,giT'-eeX'.
18. CHIB:e).)'ig; Timte:r. cribbing shar- bebu:~~j."" 0: sc;ur..d,
straight logs of t.I'(e beEit ki:n.d .Jf timber at hi1nd. "[)')f os,rk shall be
peeled from logs before placing them in the orib'b.ing.
Where .3ribbing is placed on earth fOlEld.8.,-jjion" the lower
course of logs shall be laid upon mudsills, whJ.ch dhaJI uo-~ be less
feet in length 12 inches thic~
than three (3) 3.:E.e:aee-:j;R:H~*, /wi th a twelve ~i2) inch fEICe.) and,
pla.ced not more than eight (5) feet a.l.Jart a.nd sU:J.1,k u, the g:t.cJ1..md so
that the top of sill shall be level with the-; solid ground., Th,e low-
er course of logs sh2ell be notched so that the flE.'c surface shall .rest
upon each sill and shall be drift-bolted with thres>-fourths (:-S/J.\.) inch
-15-
~.
!.-. ..
drift bolts, axt9:nd.ing a.t leo,;;;t six (5) in,-:l.ces il1to the sill.
The tCip coursE' 0: logs sho.l1 "t.:.>. ')(:1 t0cT to the CO'.lTG€,bp.-
low at inte:r"i~:8 1)1 eigh-;;
(~s) feet w.:_-~h
n)1~ C <2,,>> f I) U.:r th c ( .i-) :'. :" ..::.:11 . J:r: .1..1' t
.' .' .Ct.
bolts I which Ghal1 ~:;:tend at least ten (10) incnee :L.l'tc :;11e s(,oonl
log.
h ".16)
Cribbing shall be built of logs not :;'688. 1; ~ln i.',-,_IC':>:i' .
feet in lengthl and twelve (12) incheG in diameter at th(-. ',c::O.b,:LJ.01' end
and each course of logs shall break joints wi ththe adjacerl.;:. ...::.;\lrses.
The crib logs shall be held in place by tie logs laid betwee:l. eauh
oourse at intervals of not more than eight (g) feet and at right
angles with the face of the cribbing, extending toward the center of
the road, and of suoh length as may be necessary to securely hold the
cribbings in place.
The tie logs shall not be less than eight (S) inches in
diameter, shall extend through the crib timber four (4-) inches clear
of the outside of the crib, and each tie timber where the crib timber
rests upon it shall have a bevel out to fit a corresponding cut in tbe
crib timber, so that the crib timber resting upon it shall beEn: Up0:C.
the crib timber beneath ani there shall be six(6) inches of clear
wood on each tide timber between the bevel cuts, and they shall be let
into the crib timbers not le8s than three (3) inches.
Cl:~.L,~.LJ..+;,vil1 be oc:tir!l.itiHi gy thi li.:g,'ji'::<1" f'()(~t ("If i(;~:.' C,'Y1
pli.98, i:agl1adi:J.g t~'iI lQg.:, ::-.).3, -sr.c eOl...trnQt :p)?i'),~ tJhall ~ncllldc> -r.'he
fu.:rI...i!irlillg o..ncl r:'.C.f1Llo 'J~ ,:~.I_:~f1;)(/1Lo, a.nJ. al;... i:.'.r.nd;nJu ~~:~G~\1'S\tion>>
19. l>~=)~~hE Gl.IXD;li9~ IJobble gutt:-l'S w;_l~! ~O:r.[-;i8t c:!: round-
ed "hard heads" ..:.,' -:,.>1,.Gf~r..vv (,In b')u1ders. 8Fi tat V.; CL';,.-- -.:y stor:o lJ.i0.,Y be
substituted.
Tho;'
c" all .1.- w r.:' -. (ll) t
~~ ~~ ..o~~.~ 0
C.j un;: ; q: ,
.J,. b~' ,-" ,....,I /
i.TJ,C,!1SB
in :ij,a.n12ter ~
and shall be setvvj.th the 10ngest dimension vert-1.ca12 in a sC1:u.d cush-
ion, a.nd be well bedcled and.. !'arnme.cL The lar ge s t 3 1;)n0.3 shal:l. be.
selected and set along the edges of the gutte-c, :3tone shill be
brought to a uniform surface and lai1 with close ~ o5.11"Gs 'to grade a,nd
line by skilled workmen, using regular paving toals. The gutter
shall then be thoroughly grouted to wi thin one-"td.1f a.) inch of the
top of the cobble, with a cement mortar composed of one (1) part
-16-
,
the finished surface of the gutter.
20. CONCRETE GUTTERS: Concrete gutters shall be as indicated
"
on the standard plans, formed to dimensions. Concrete shall be mixed
in the proportions of one (l) part cement, three (}) parts sand, ~nd
five (5) parts aggregate. Materials shall confcrm to the standards
adopted August 16th, 1909, by the American Society for Testing Materi-
ale. During pouring, concrete shall bs well rammed, until mortar
flushes on the surface. C.ft~.e~o g~.t'~e .kall ee '~id fe:~- e, tae _
:~y:-". "'..a ih >,l..~o" "0 iilJi~.. <eJ <.oil "l~il:~, ::."~~:~~t: p.:>;:"::8.. W. ill ill
-g' \"'9 0 1] "r~" tr~ He" be 1 <.0" Lh e 0"1 f&e e e f ~c. .,......-!t--1i ____~
21. POROUS TILE: Porous tile shall be laid where required
---.;;,-
by the engineer. A trench shall be excavated four (4) inches below
g~ade of tile at all pOints, and haOk-filled to g~ade with clsan
gravel. The ends of the tile shall be laid ir alose contact, covered
With a piece of burlap twelve (12) inches square, or by a strip of
burlap Slx (6) inches wide and long ,enough to ,",rap one and one-halt
(l!) times around the pipe, giving dOUble thickness to the top half.
The trenCh Carrying the tile shall -then be back-fHled with gra"el, or
,0 thei sui table a "a ila bl e "'" tel' ial , and tho!'O\lghl,V ta;nped. Con tl'ac t
price po>; :fa8~ M bile shall include :ligging and Oa ok-filling and all
a.ll inCidentals.
22. VITRIrIED TI:f.~ PIPE: Vitrified tile p:!,pe 3hall be double
strength, salt glazed, seWer Pipe, free from all ~efects impairing
lts strength. A trenCh shall be excavated to gra,de d.nd line, as
given by the engineer, or to one (l} foot helow ~a~e. if required,
and back filled with ~avel or other appTove~ material, and tamped to
grade to insure any unYielding founda,tion. PartiCUlar attention
Shall be paid to excavating for the bells of the title. to prevent
the bell from bearing on the foundation. Tile ohall be laid with the
bell end UP-.tr~, and all jOints shall Co cereented with Portland
-17-
, ~-.".I_'."'!' ~"~.....",,:~...__ ......_....,'~
price
the finished surface of the gutter.
20. CONCRETE GUTTERS: Concrete gutters shall be as indicated
"
on the standard plans, formed to dimensions. Concrete shall be mixed
in the proportions of one (1) part cement, three (3) parts sand~ apd
five (5) parts aggregate. Materials shall conform to the standards
adopted August 16th, 1909, oy the American Society for Testing 1Bteri-
also During pouring, concrete shall be well rammed, until mortar
flushes on the surface. Qenv.~Lc g~ttero aha11 8e ~~ia fer by tae
'Sillj;'b.il.8.re Y-J.:ta ill .lYl!!l."~, a6 luJ..i.ca,l:,c;l vu j:Jl!l,u<:i. Ss:e.tl'91Qt prige will in
~l "g9 .:Ill ~V('!:::I~T~ tie.a u~lvvv l:,h~ Ql:lrfaoe of the f.inished. guli1;cr.
21. POROUS TILE: Porous tile shall be laid where required
by the engineer. A trench shall be excavated four (4) ~nches below
grade of tile at all points, and back-filled to grade with clean
gravel. The ends of the tile shall be laid iv close contact, covered
with a piece of burlap twelve (12) inohes square, or by a strip of
burlap s~x (6) inches wide and long .enough 1j(\ '{;rapone and one-half
(Ii) times around the pipe 1 giving double thi.ckn8i:3S to the top half.
The trench carrying the tile shall -then be back-filled with gravel, or
.othe:r suitable available mi"teria1, and thoroughly ta.:.nped.. Cont:;ract
price Fell fee~ of ~ile sh3.11 include iigging and lJaJk.,.fi11ing and all
all incidentals.
22. VITRIFIED TIIJE PIPE; Vitrified tile p:..pe 3ha.:l be double
strength, salt glazed, sewor pipe, free from all (lefects impairing
its strength. .A trench shall be excava.ted to grade d.ud line, as
given by the engineer, or to one (1} foot belo~ grade~ if required,
and back filled with gravel or other approved material, and tamped to
grade. to insure any unyielding founda.tion. Particular attention
shall be paid to excavating for the bells oi the title, to prevent
the bell from bearing on the foundation. Tile shall be laid with the
bell end up~stre~m, and all joints shall be cexented. with Portland
:-~
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4
".j
-,;,!
):!
';'~':
:/
~
~.
~,
l'Pet1lJ,,*pSQ'I9'MttrOC ~. .;",.: .,,..'
QO.u,pI.9'C.p br.:rcG M:rJ:T :r.ucJJ'1qs 9'11 aXC9'AS'+:rOI7~ 89'I7q trJre:r.) 9.pC'~ O;j]"OM.
cam6nt martaX' m:L:c8rl ij:1
_ '...... ~..., ~\., . ~'. 'f~ ~:-: ..... ,....." (..., \ -, ': t .' :.:,-.. '(.;'" ~,-~. .:-......, ""~, +'~!l''''l
f', )J,f,/POC ,,),I..>:D.:; 0.. ,u'(.' ,J.) .ge.:r. (~..,...". l.., "",,,,1 ,,1..,-
(2) parts sana, :Jack-rill 3112,11 bE'; t~10:roug1J,:'Y tSL~lll_'('.d 01;=; :'. t, :r::.:::(.1f:,:c>~;,3f.3
paying ~ar~jcui~r attention ~o joints.
Tils ~lll ba paid for at the oontraot pric~ ;~r linear
~8t;. in plaoe, j,nc:i.udhlg .f'.1rnishing pipe, ~ementing join'c,s sncl .ba.ok.,~
i'illiIHS': 8X.JD~i'0,tion will be 6st.imc.\.'ted s.nd allowG(l a.t ccr1t.12wc~, price pe:r
01l0](l yard.,
-1'6-
....:.
ESTIMATE.OF QUANTITIES
Clearing
........ ............. .....,... ..........
Completed
Grubbing
/I . . . . . . . . . . . . . . . . .' . . . . . . . . .. . . . . . . . . . . . . .
1.5 C:i.crea
Excavation ........................................
5894 CUll yds.
Culverts, concrete, plain, 12 inch
. . .. . . . . ,. . . .. . . "
51 feet
Culverts, concrete, plain, 18 inoh
. to . .. . .. . . . . . . . .
20~ feet
Gravel .......................................... None
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I
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PROPOSAL'
TO THE BOARD OF COUNTY C01r!ISSIONERS
OF JEFFERSON COUNTY, ViA SHINGTON . "
Gentlemen:
I hereby certify that I have personally and carefully
examined the location of Permanent Highway No.5 in Jefferson County,
from Station 1320+00 to station 13gg+00 and have read and thoroughly
understand the plans, specifications and contract, governing the
work embraced in this improvement, and the method by which payment
will be made for said work, and hereby propose to undertake and
complete the work embraced. in this improvement, or as much thereof
.as can be completed with the money available in accordance with. the
sa.d plans, specifi atione a.nd ~o tract for the Lump Sum of ~~
~ . Dollars and 9!P'
Cents 0 ~
In case any extra work should arise outside the lump sum
oontra.ct, I hereby propose a.nd offer the following unit prices, which
may be used as a basis of agreement for extr.a work done under this
contract:
, ~ ,Attaohed hereto ie oertified oheok for~ ~~,~
~ Dollars ($ rf.?!!! ) pa.yable to the Board of County
.00 missiobers of Jefferson County, Washington, this amount being ten
(10) pe* oent of the total bid. .
Dated on this 1- day of ,~
,191ft
rJA4// f"r-'
Address of Bid.der
(Principal place of business)
f?~ $oA~
uJad
COI1TP-.hC'I;
----.-... ..
This ~I'eement, entered into .l'CJ~b)/ and t,'-;tm.(;tJ
Jefferson Cour.ty a quasi-:nunicipal corporation of and '~i,hi", ~lw
Sta te of Wa shington, by its Boar d of C ommi s s ioner s tnr ougn the un,o.er-
si~ed chairman thereof as its duly authorized representatiVc, on the
one part and hereinafter referred to as "the County"~ and
~P"~i /~r f{j)d-r;J,~"'A4P'~ ~~ '~
6H the other part and hereinafter referred to as 'the contractcr",
WITNESSETH.:
':tld.a t in consid.era tion of the payments ~ covenants and agree--
ments, hereinafter mentioned, to be 1Jl!l-de and performed by tho paTt;.es
hereto, the patties hereto covenant and agree as follows:
I. The Contractor shall do all work, furnish all Dl8.,te:.i8.]
for iJ;( Camp/U! Cf)I'1'ik~/!I7OJ2 Q!' IkrmarlL'd ;/;#f1Wd..l~r-S:
/rom . 5'm 1.32.P_t-~t2J..tL._.sIzl: /.!.&5.,?CJC> ----------------- ---- -----.-
IN accordance with cend aB de8cdbed in thc attached Plans, '}eneral
Stipula tions M'.d Selee Of ioo ~ i OilS, ,;vnlell ar c her e t, Y ","de " pa 'ct he:( eof
and shall have ,M So,",C <;ffec;" as ttlougll tM "a.me were fullY insert-
ed herein, and ill cui) complianc.e wi th the terms, ,,1m:,di tions and
stipulations herei;, set forth, o.nd shall pedo"" ae,! extra, work
which may be ordel":"-i:l as he!'elT.:. provided.
all mater ial s, 180 bo r:, car r iag" , tool s , imp 1 e men '; 0 enet C onv en i en" e 8
11. Toe Contractor shall ,"xovide ~nCt 0;; 2." the expcnseof
and things of every description that r:.,,'! be T.eq",is;, GO fOT the trans-
fe:r of mate:rials a.nd for constructing and completi,ng the wOBlk above
described.
III. H 'tEl UlOde~stood and agreed by and between the parties
.-1-
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hereto that th6 '!,'c:;k inclu0.c,:,\ L1;~htb ,}c:'l :.;~.: ': tL 8 1X, bE; d.one l:":,l'):~:t' Un:
direction and. sup~nvi8ion l).f the C~)unty :!tn;:~~nee:r of ,T0ffBl'son ~JOU"(i'~'J.,
Washington, OJ:' of his duly authorized I'E'pJ?eS6fl ta 1; ~.~; 'J ;'111(1 ~,J:F:l';'. ;::l8
,lecis;ions of the: 'Jcunty Eng:"neer: as 'to the tn:.e COJ~8t:t'lct;:.:r(l ,:iT!.::;' ;':;':2..n-.
ing of the dr2l.wings, specificat5,ono aTHl EJstilnr-.Ltes CL~,(-:' .'':'s ;;0 (),11 Crl.::3;-"-
tions arising as to the proper performance of the wOJ:k,. E;hall r-i-) l'L1al.
It is also understood and agreed that such additional dr2....wings and
explanations as may be necessary to detail and illustrate the work are
to be furnished by the County Engineer, and the Contractor agrees to
conform to and abide by the same, as far as may be consistent with the
purpose and intent of the original drawings and specifications,
IV. Should the Contractor at any time refuse or neglact to
supply a sufficiency of properly skilled workmen, or of materia'~ 0f
the proper quality: or. fail in any respect to prosecute the wOIk with
promptness and diligence, or fail in the performance of any of t,ho
i:.Lgreements herein containe.d: the County Engineer shall be at L~,)e:rty
after three (3) days ~ writtE-n.. notice to 'jjhe C021t:::,actOJ;, to pro-Jic~e an;
such labor or mai,eri';:i~.8 .j,nd, cleduct thiS cost tnerec;! from any {(JOt1.8'YF.
then due or th8:r,:r_~t ':;e1' +;0 bCCCY.1E:: d.Ul'. to the Con t:ra,r..djo:.c under '~b.i 3 00:::1-'
tract; and if tXl'c' '~(i;1."l;;Y C,)l.(\;,,')iss.l.r,c.s.cs s;ha} 1 con8:'_cl:~r. thE,t, suefl re.fusal
neglect or faD:llJ'l''; ~.s 8r~fi~c~,o:'!.t grou:'1d f(\x s~.lch action, thef ma.y: ~')y
wr i tten notice J 'G8TllliDr'\, -cc t':le e:a:ploymon t of the :':'()T.'cr.:.1" 1..(; ')'. :['.'1' ,~8,icl
work, and enter 'l1}?0Y.: tl1P prem~.,8e8 e.n:1- take pO:JsessiC:~l OJ, 0,1]. D:3.terialc
tools and applii1,:rlc8S tl::'OH:Oll; for thE:' purpose of u0r;I.t)~I.e';',Lng the wOl'k
tncluded under thi8 con trac t, and employ! by contrac t or oth'::rwi.se, any
persons or person to finish the work, and pravidB the materia:c there-
fo:!:; and in case of such discontinuance of th~ C'Jnt::t'ar::~tor? he shall not
be entitled to receive any further balance of the [~L'lOl;.;:-2t to be paid
under this contru..c (; until the work fJhall be f'l.111:.r fin~\.8b.ed) a. t whleb
....
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time, if the unpaid balance of +),le ,3,'1;',(11.-:.. i,\.(' b6 pi~Li U!..(i,,)L" 'chia c"m.-
tract sha.ll exceed the expense inc'L:r.-re:o, ~y the Goun'tY Ccn'''Li8Sio~1er
finishing the wo-rk, such excess sh:t.l:l ~)e pi? id by th"" C0lW~l? .:~O tl)G
- .~
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'::')1'\.-'
trr.,uto:rbut ~.f such expense shal\ GX06ec. such unpaL: be 'La,'(l':':-'.> ::n'? C,")!::..
t:ra,ctor shall pay the differenc:l to tLo County T:re8.s'C.::~~'
V. The Contractor agrees to complete all the work callo~
for under this agreement in all parts and requirements before the ~~
day 0 f j\lpJ/~J7J"Ar
Commissioners shall have the right" at their discretion,. to extend the
time for completion of said work, but no such extension shall be made
unless endorsed hereon in'writing. All requests for an extension of
time must be accompanied by an agreement of the surety on the bond of
the Contractor to such extension., And the County herebt -reserves tlle
right to accept and make use of any portion of said work before the
completion of the entire work without invalidating the contract) O~
binding itself to accept the remalnder of the work, or any portion
tbereof, whether oompleted or not.
) 19J..L, PROVIDED, however, that the County
part of the Contractor, and in case the Contractor shall fail tc
VI. Time shall be of the essence of the contract on th>::
perform the contract ~ ~S at tho t~e herein mentio~'~, or by ana
a.t such other time to whic!: the period of corrrpletion jJJ,':'<'y have1Jep,n
extended', he shall be liable J\JO pay to Jeff A::"'. son COl'In, v; Was"niLp.:to:o
aa and. for liquidated damages, an<'\. not as Pd:"i..',1ty: ~i,;; ..::..lm of
ela:pse between the a~)pointecl, and actual time of CnD:ip:).,:;+,ion, 'lfb.icJ1
~n
_ Dollars ($.LJQ:e) for each a,ncl 8ver] :lay which m~:r .~
s~id. sum is hereby agreed. upon, fixed and. determine0. .13 "t.}J'3 d.a.mage
tl1~t will be suffered by sucl'i failure to co~nplote ';'b6 Wu;~k vii t:1.in the
time named; and the County Com:rdssione:r:s may !~.oduct 'tl1e c'::,,::~3 n:orn
t~'le amount due or to be due to the Contractor:. an":' such }JE,Y(),H.:m';~[-; or
ied.uctions shall not in any degr30 release the C)ntY.'a'),~or cco:n the
.
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"
cl8-im, sue for ~nd recover o'.)m.Je:1G2"~')J..i"J. c,nc.. c.L2WDt':-GeiJ
. ~~on-performance
~t;.hex obliga.cions 2,nG.~p.!v,l-;i.es :,U '''.,: '2;';; -J":'
might
e:1ti:re cOJ.'l-c.r3.ct, 1101' t;,ny :Ci.cht i~'h::c, -:l) ~0-~I.~'l-cy Co~,,~r.lJ.':;slC;,J,elS/h2;ve "lie,
. ,.tv;;", of. thiS oontract.
VII. :P~~ent shall b8 W'~;:JiG for \Vol'l,: c.:na. l:)JDJ~ j)er:forrn.ed c,
m@.t~~ial furnished under this contract 2..CcorQj'J'lg tg '~119 8I2h~0_11~.8 of
. af I-he
.;.:<2 to,:. ~.~1-i ~:.:;::ice~ ~:.::,.;.',)to e.tt:~e:'J.O~:'- .:..n.d. m:1':'~o .)J ~J4.:.:t hgrQQf: (9-i'AlumP 3urn
price of;Vth,$' 7hf)'/S/.Jl?dMn~ /ffndl'P.d ~olaa.rs ($~q93t:' ~), a.n;;. in no
other manner whatsoever. The Engineer shall determine the unit q.ua:n-
tities and the proper classification of all iNork done and material
furnished under the pTovisions of this agreement, and his determin-
ation thereof shall be final and conclusive and binding upon the Con-
tractor.
partia.l payments upon this contract, not to exceed .t!O(%)
per cent of the work done, shall be made at the rllqueat of the Con-
tractor, once each month, said payments to be made upon the estimates
of the Engineer in charge. In case of lump sum price, a schedule
of prices to be used as basis of partiai p~yments> shall be based upon
the prices in the preliminary estimate, which prioes shall be increased
or reduced in the same ratio th~t the lump sum price bears to the
pre limina.ry es t ima te. :FinJ.l po. ym'!' t for sa io. "or k l;>."-'''''''' shan oe
"'" is within t:,ir ty jp. ys (30) af ter the en tire wo r k ha 8 be en c cnIpl. ted
. '
ai1,:.) aC80p"caJ. Ehn~~ certificate hastleen :o::e.de by the EnG:i.ll2.er achi the
.<;(iJle /tghJ1'qj/ ()Jmmi~io/1ifAat suo:, "ark ]po t,eell fuE;; completed in
"COJC~ooa '"with t118 oontract coD,.l p:rofilee, ro.?Jp", i:::1:"Il0 C~ln 8~:eci,Li-
oa tio~'G, PROVIDED, t;,a t beto. e t"e m',king of such firi':C l'''YIl1,m to the
Cont,Mtc~ s;,al~ shoW to the '" tishctio:1 01 the County the. t ",11 just
d_e'Jts ~!.le all lc..'Jo_ers,;necl13..niOS, mat~:ciJ,l ","'I. a.n~i>~'::i.80na 'J';ho h.::.;,ve
8Uff;,;li,3C D'U,C..l G"'~ntractoI> OJ: 8"':J-.C\)1~~J..':'"Cto::..:, y,j,t~;, ma.tol'ial 01' ,g.od.s
O .....] k'" ,', ',," t' '." .' .1 1~. "T::> ",,' 'J" ,-.., .... ' " c,.,.t' ~ t'..- t
.J. ";"U' >.....Du. .LU.L klJ..b V,Q:L~{) ~J.'~V 0;;:,.,.'.11 J: ,"....~.~d"l1~L .c'..l..'O'l1l",.d,-,-, ,Ll_"". k1e:r:, k1Gl>
-4-
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~... .
if prior to any payment 1:;(,J.og rr.s.d.e th:~ GU1F'n'/" 1'<~.:,e~\T~)6 D,o'1,jice
per son or persons that ;3..ny 1,q,rJor'':''c~;. ,',1F,(,113.-n'\08 01' ;113,'::;81' ','3,,1 men, ot
other persons who have fu:r:nj shed c,::c :::H.ppl ic<t s::d.cl. (:.~':\ t c;::;(; tOI', OT. any
s~b. contractor, with any lab~r: 80rvicb, rn~t0~'jal; gOJds ox prov~sions
of any kind, in connection with tbe G0n8truct~cn o~ G8Ld portion of
Ptf!rrna/lt!!nf ;I/~fY~ M. S- _ that may be ordered for said portion
of Ikrl'J2Oner;:f #i;hw~ M. Shave cl2\.ims against said Con-
tractor, or any sub-contractor, for any such service or things~. for
which any such laborers, mechanics, ma te:rial me.n,or other persons,
would be entitled to a lien under the laws of this State we~esaid
highway not a public highWo.y, or proper claiJn against the bond in such
cases required by law, the County may, in. its discretion., retain out
of the payments then due or to beCome due sa.idCon.tractor,an a.mount
in ad-di tion to the lJ;('!.nty per ct!n/(~)above provid.ed to be retained
~ntil the final completion of said work, sufficient to oover all such
c~.J aims or claims of \'I1'hich notice shall have been so given, until such
cloaj m or claims shall have been fully satisfied and paid a.nd. receipts
in full for the same shall have been furnished by said Contractcr to
the County, and the said Contract.(ir hereby expressly agrees to ray all
such claims ".
VIII. All payments und.e:r t;;-::.is contract sha.ll b'3' made by ~he
.<;mf~ Treasurer, from the .R~J1I4fjT'md, upon wa,:rra.nts
of the Sf'c:1r.e Audi tor> issued "J.pon preN'...1tation e,f pro.:.:er vouch-
ers, by tne Contractor, said vouche-rs to be 2.PPl.'Ove(i, :'''y the COU.:lty
through i ts Bo~crd of Commies lone:::'s.
IX. Any 0.1 tera. tions deemr;d necessary by thu OO~.lIlty may be
made in the work shown and describe~ in the dranings and. sfscifica-
tions, but only upon the written C)rd.er of said County or its author-
ized representa.tive, and. when 80 ma~8 the value of the work so ad.ded
or omitted shall be computed by the County Engineer, and. the amount
~ .~.
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tractor, and shall be adio.:.:. 'to):: :!.(:<lu.,; (:;1-'.1
t ....., ....., " I
....... '..'.l.L
~h60G~~xa~t price.
so certified shal:l. be
f in2"" 1 0.,'C j (; C;.l'~ J."Clo .~' ,,;.. "J" ~:~ > '~:..:-.~'~i
,
~.... .....
~;i}f(~Mc.jil'i ..
b'~ -;,~';~,,;'l:f)';)~~~~'~~~~ii~
"
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sohedule of uni to', lljf,miz.ed P'. .\.t':l':::'P b.f.t(-;"I;O ('),tt,cH;IJed .:.=:: .l C~~8Dd0cl tc form
a p~r~ of ttis contract, and shall sO~Gtit~~e as i~T as D~B~jble the
03.S:'_3 upon which the valus 0:( 2:L:l. ,"lor}' aid8d. or ami.t,'(,si 0\1,9,1:,_ be com-
pu ted.
x. . The Contractor shallprovJ.Je sufficient, safe and proper
facilities at all times for the inspection of the work by the County
or its authoriz2d representatives. The said Contractor shall furnish
the County or its authorized representatives, without charge, samples
of materials used in construction as said samples may be required, in
,order that the character of such materials may be determined..
Defective work or material may be condemned by the County
Engineer any time before the final acceptance of the work. Notice of
such cond.emnation shall be given in writing by the County Engineer;
such condemned work shall be immediately taken down or changed. De-
fective material shall be immediately removed or disposed of to the
satisfaction of the County Engineer. Failure or neglect on th~ part
of the County Engineer to condemn unsatisfactory material or :.c_jp~t
inf erior workmanship shall iL r,o 'Jlay release the Contrac tor;, nor
shall it be construed to mea":.'.i:tJ.(;' aCCGp tane;f3 :>f,uc11 1'10:rk" nol' shall.
the final acceptance bar tho COu.ll"oY of J'efferscln, Waf,'.,i:)gtor.fxorrl
recovering damages in case f:re,ucl \ii"c\[: pr<:"ccincCl"
Time lost in replacing :::''lwb. impropc:,:' wo::k s.t1all fu:cl1ish no
ground to the Contractor for claimiLg an exten3:"oJ:J of :ij~_LXle 102 t:ne
completion of the work.
Incompetent, ,careless OT. negllgent em~;n()ye8 '){la.ll be forth-
Wl.th discharged by the Contrac'tor upon the '.JoJT.1'Vc,8n l.'eq:Jz-st.of the
County Engineer, or his authorized. "1.:'epresen-:tt1.ve: '.),I1Ct I,:,d.lure to com-
/'
ply with such requests shall be sufficient groun,d8::or the termin9..tion
-6,.
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of the contract~ as provided for in this artiole or Aruio~e IV
Should the Contractor be delayed in the prosecution or com-
pletion of the work by the act, neglect or default of the County or
F.ngi1l0er in charge, or of any other contractor employed upon the work,
Of b;' any damage caused by fire or other casual ty for which the Con...
tractor is not res)onsible, or by combined action of workmen, in no
way cause by or resulting from default or collusion on the part of
Contractor, then the time herein set for the completion of the work
shall be extended for a period equivalent to the time lost by reason
of any or all of the causes aforesaid, whiCh extended period shall be
determined and fixed by the County, whose determination shall be fin-
aI, but no .such allowance shall be made unless a claim therefor is
presented in writing to the County within ten(lO) days after the
occurrence of such delay~
XI" It is further mutually agreed between the parties here-
to that no certificate given or payment made under this contract, ex-
cept. the final certificate or final pay~ent, shall be evidence of the
performance of this con trac t, G:;' t::w:c i'JhnJ.ly or in part, and that no
payment shall be construed to be &D a00sptance of defective work or
improper material which may a,ppe':J.,:c "i'i~hL'1 two (2) years after such
ps..yment.
XII. The work an,~ X:=tt.:;c";3,).. /cr ",ueri imp:t,:;;':;lnent shs,lJ. be
at the sole risk of the COllCl'a(l-:'cl: U:,) ',;:j,J., t;,',l;- (J3..;iF Gb.';;,:'.~i have be::m
fully accepted by the Engineer;. Coli':, :;c,unty f a,llcl Sfo$:./tfjW$Y (dn~/~ne'r
and any damage or loss that mr;:y ~.(;(;u:r or 18sult ~:.C. the same pI'lo.!: to
the final completion and acceptaD0E' ()f 8aid imp:CO'\I emc';:'\.:3 incl1..-,.~dng any
extra work that may be ordered. by the }~I'.gineer ,the-\ U:ou:J.ty ar.l.d.
Sfott! J./ighwav Comrniss/t>ne.r__s:c311 fall upon ;3,nd oe made good by
-./
said Contr~ctor.
XIII. The Contractor 3h3~l not Jet: ~3Gig~. ~r transfer this
<.. ('"
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contxact> or an.y interest therein, or su~leti assign o~transfe~ the
woxk herein provided to be done, or ~ny p~rt thereof, without the con-
sent, in writing, of the County,. 'PheContractor s.ha.ll file with the
Cv,"il.ty a. duplicate of all sub-contracts made by him a.a aforesa.id.
The Contractor shall give his personal attention to the work
'at all times, and shall be pxeBen~) either in person or by dulY auth-
orized representative, on the site of the work oontinually ~u:ting its
progre~a, and $hall receive inst~uctions from the !ngineer ~n charge.
Any sub-contractor shall be considered the agent of the Cont'Xao~tor,
and thelatte.rsnallbe :responsible foI' a.ny indebtednas.s incurred by
such agent. If any sub-contractor fails to perform his work in a sa.t-
isfactory manner) his sub-contract may be terminated by the Oounty..
XI1., The Contractor s~all be liable for a.l~ damages a.~
injury Which shall be ca.used, or which shail ocour to 'any person or
persons or property what~oeveT, by reason of anY ,negligenee of said
Contractor, or any of his servants) employes, or sub_oontra.otors, or
by reason of any breach or violation of any of the prQ~isions of thia
I
agreement,o:r a.ny of his duties oX obli~a.tions thereunder. TheCon-
tractor shall a.lso assume all liabilities for and protect the County
from any damages 01: claims aris~n~ from the USee of any patented art-
icles or devices:i,.n any part of the work.
It is mutually agreed between the parties hereto that any
payments or contributions d,ue or I'equil'ed by Cp.apter 71+ of the Laws of
1911 (Ind~strial Insurance Act) or any a.mendment thereof from the
State of Washington oyvirtue of or on account of any of the work
covered by tbis contract may be d.educted'::JY, the County: from any j.'Jay-
ment or pa.yments mad~ to the Contractor herein, and that th~ SU~ or
sums so d.eduoted sha.ll be determined each month upon the ba.sis of the
w'o:cl.~ of said mop.thl . and shall be made upon the propel' written O1'o.e1'
and demand of the Industrial Ineurance Commission~ a no~ice of wnich
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order and demand shall be served upon the said Contractor prior to
said deduction. It is further agreed that the Contractorherein,er
any sub-contractor or contractor employed by the~, shall be subject
to 'the provisions of said act a.s provided a.nd req,\lired in Section 17
"thereof.
X1t.):t is part of the pUQlic policy of tne state of Wash-
ingto~ tha~ all work by contract or day labor done for it. or any
politi~~l subdivision created by its law, shall be performed in work
days ofn~,~ Illore. tha.n eight (B) hours each, except in case of extra-
ordinary e~ergenciea. No case of extraordinary emergency shall be
aqr,lstrued to exist in any case where other labor can be found to take
the place of the labor which has already been employed. for eightCa)
hours in any calender day. In case of the viola.tionof the provi-
sions of this article, the County shall have the right to ca.ncel
this contract without notice, and shall have the right to cOIllplete
the work in the manner provided in Article IV hereof.
XVI. The Contractor ag~ees to execute and furnish to the
County a good a.nd sufficient b0JJd 1;Ji th an approved. surety company
as surety, sa.id bond to be pa,yab.l;-' to the County, and be in the
penal SUIll of the full amount or t1:e contract, conditioned that he
shall fa,ithfullY perform allGh(~ provisions of this contract,. and
further oondi tioned as req'1J.I'0d, 'oy law for the payment of all labor-
ers> mechanicst Bub_contraotorsD ,:),:0,0. material men, and all persons
who shall s\lpply such person or person~, or sub-contraot9rs, with
pro"'\Tisions 01' suppli.es for the carrying ouo! such work. Ii the
Courl.ty shall have reason to believe that the seouri ty on sa.idbond
has become impaired since the exeoution thereof, or is insuffioient
.
it may require the contractor to furnish other or additional security.
XVII.. The County hereby promises and agrees with the Con*ra
txactor to employ, and does employ him to provide the materials and
-9-
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a.nd caue-e to be done the work of (;OnsfrtJl;h4q ./'e.t:rnt1nenl ~/;W41Y
;Vum/:;I!.r S ;;//171 Sfa 1..]21/ -/-ot?t? T~ .:5~, /.3-8$ rP'!>
t~ vomplete and finish the same according to the drawings and spec-
ifications and the terms ~~d conditions herein contained and referred
t.' d 'tl' " ,j 1 fA "-{{,Imp S:VI77 ~ . h t
0, J.n a.ccor ance W],.l i.:Cl8 3cne~u e 0 ua.t el' ..tcml~H:~d. prlces ere 0
atta.cheda.nd made a part he-c8c!f and further agrees to employ him to
perform any extra work tnc,"!'; e~r:; bo ordered, as provided in' Section 21
of the Specifications, at t~1e actual cost, plUS ten per cent (10%),
Which cost shall not include overhead expense or the use of equipment
and hereby contracts to pay the sums stipulated at the time and in
the manner and upon the conditions above set forth.
The Contractor for himself, and for his he4rs, successors,
executors, administrators ani assigns, does hereby agree to the full
performance of all the covenants he:cein containeduponh,is part.
XVIII. It is fUl''the:L' p.rovided that no liability shall attach
to the County by reason 0 f e1:'i.t;t;r~u:1gj.nto this contract, except as
especially provided herei:i"},,
IN WITNESS WHEREG;~": ~ha Co:o.t::ractor has hereunto set his hand
and seal, and the sai,i County :1:121.,'; (,a"lsed this instrument to be exeout-
ed by the undersigned aha i.C'J.i8.,I:" of the Board of j. ts Commissioners, PUI'-
suant to due resolution t:v:<c~fox: " on this' _4 t/?_ day of :5"'c:'fJk/7J/:uy'"
A.D. 1919
iJ~P.d/ J/ ~ ---
Contractor
JEFFERSON COUNTY, WASHINGTON,
By c:T- ~-# AAA4J~~. .
Chairman of ~ts Board o~ Comm~6s~oners.
.":'-,.. st .
.n l.J lJ'.:i. ..
--P!I1L-WZ. (?~~ ,
/7 Clerk.
...10.-
-----,-/'
C E R T I FIe A T ~
,
I hereby certify that the attached "Contracts, Plans
and Specifications for the Consrtuction of Permanent Highway No.5"
is a full, true and correct copy of the Contracts, Plana and Spec-
ificatiins for said Highway, as approved by James Allen, State Highway
Commissioner of the State of Washington, on September 4th, 1919, and
as adopted by the Board of County Commissioners o~ Jefferson County,
Washington, at the session of said Board on September 4th, 1919-
Witness my hand and official seal this 22nd day of
September, 1919.
SEAL
ll1/tAL~~~ _
Clerk of the Board of County
Commissioners.
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Profile of Permanent Highway No 5
Jefferson County, Washington
August 1919