HomeMy WebLinkAbout#191 Permanent Highway 4C Extension
y
L.____ ____
I
.,..~
- '. "1. ~".
' ., .,'
.,~
)
I'
i
, .
':.-'
f
l\t
"
'I
It E T I ,_T I 0 'N
State of Washiniton) SQ.
County of Jefferson)
'It
I',~'
'\
\ ,i
/'
To the Board of St&te Lan4 Oo..1as1on.~. of the 'State of W~8hinc''',
We tha wlflarlllped Oounty COQUnia"ionere of Jeftel'aon County, Sta.
/~
of la.sbi..nitoll, d.o petition thAt a Oounty Road. be est&b11ehet1 1n sa1d
Ccunty I 60 :rae~ in widtl~. trooDmlOnCiUi on 'the W.e' line of the South 1..' Ii
quarter of tile North West ~uarte~ of Seotion lO, Town.hip a& Korth~ I'
Rania 1 West, ?:.M. ~~t Station 224+50 on perma.nent H1tthn.r 4 0 Extension, \,
~ - -
and ;rUln;i!.il~~ thence 110rth 270 51 t East a d.1ata.noe of ;50 feet, 8&14 I
60-fc:Clt stri:s; a.bo-~'e Q.eicrlb~d oonta.inlnc 0.48 ,.cre., 1I0re or le8s. Sa.lcl !
roadtc be known &os Perl2ft.nent Highway 4 C Extension.
Your petJ.tionara :respeotfully repro lent a.n4 allele that tne pro-
po.e~ ro~d 18 p~~oti~bl.. and will be of general u.. and publ10 lti11tl
\ i
wherefore your ~et1tioner. pray for the r1ght-of-~a1 tQ be iZ~~e4
for the ~id propoaea road, as proT1ded by l&w.
1
__ ~-L_
A-~:; ~
)
(
~~~
Dc&.rd of COGnty Commlss1on,oJ'e.
Datea this 5th day of April, 1921.
..~
tJ
7 ~
j', t
~,
Deoember 11, 1920.
_I
Honorable Board of County Commissioners,
of Jefferson County Washington,
Gentlemen:
I beg to submit the following estimate of the coat of
oonstruotion of the extenGion of Permanent Highway No. 4 C, extending
Northerly, from a oonneotion with Permanent Highway No.4 C, to a
oonneotion with tli. County road in the S.W.! of the N.W.! of Seo. 16,
Twp. 28 N., R.l W., a distanoe of .89 miles:
Clearing, 6.4g aarea at $281.40
Grubbing, 3.41 aores at 252.50
$1823.47
861.03
Exoavation:
6654.6 ou. yda. Common at
1000 II " Hard pan
41g0 " " Overhaul
.69
1.18
.06
46g1.61
11gQ.00
250.80
Culverts-oonar.te
Plain 153. ft. 1211 2.00
Reinf 116 ft. 24" 5.00
" 3~ ft. 36" 6.50
Tile Drain 100 ft. 6" .90
Gravel surfaoing 1044.4 cu. yda. at 1.g0
Total Coat
306.00
580.00
247.00
90.00
1979.92
11899.g9
Respeotfully submitted,
County Engineer.
Mr. L. C. Lomsdalen,
Chi~aum, Wash.,
Dea.r Sir:
1/
1
I
1
February 11th, 1921.
This is to a.rtvise ~rou that the Board of county Commissioners
have accepted your terms for a right of way across the SE~ SE1 &
NE~ SEt Sec. 17, Twp. 28 N., R. 1 W., and will furnish a cattle pass
and pay $300.00 for same.
After ten daya, if you will deliver the enclosed deed,
propeI'ly signed and acknowledged., to the county Auditor, he is
authorized to deliver to you a. warrant for the a.bove amount.
Yours very truly,
County ~ngineer.
"---, ~
"----,..- -----..
1 ~~
.j- ''''1''''''' . .: \
( P II 4' [. 'C X'feI7S/&/1..J
~l
to ru BOARD OF COOIft coatUIOftII
or .tD'I'DSOB GOUIn" .WHfOlf.
o..u.....:
= X bRebJ' 0...\1" .." 1 ... perMaa.11,,, &114 __M~
.....". the 100& tlca 01 Qe KAttlSloa of Pe~~' BlpaJ' .0. 4
in J.tter . 00tIa'J tro_ 8.U.08 151+00 to Sta.loa 228+00 &114 ...1'....
&U tbor-oup11 Udarata.act tb4l pl.....".peolflat1on.. "Ad ooatr&O f
IOYeraaa \b.e IIuk ..:l>>:&o.4 1a thl" 1.......at, au ..... ..... .'
n1Gh ;It.,...\ -111_ .... t. _lcl..~t~ ..u he..._ propo.. ...
ua4.Z'taka a.ad oo.ple. ~ ..~tallbr&oe4 t. 'b.ie 1JIpro......at. or ..a
-.0.1\ Q~r.of u.a ca... .. 00.,.18"." ..1 th Qa ..., a..-..l1a~. la
&0001'&1._. -1 th ~ -.14 pla.... ,,"lt10& tlO'fta .,ad. Oo,8t1'&O\ f'w ,..
f~ll"1a& IlAJ.t priMal
. CO) (}ft/G-
Cl"~1a& pel' Mr. 9. 01- t-'J
OhblJl- per acre t :}oo ~~ 12- p~ta Pel' toot
.... I.)
Exo. COM_ pe~ Cll. ,a.. " l f:'
· .L~-
" tJ :l~-
.;17J
· . J: - J C\a1,yel'... Corr. ...1.
per cu. 14. *--,.L~ 12" per too'
· .1f"!'~ 18-. ·
to .f~tf{;; ;0- · ' ·
I,", d:tJ ~ 0...111'e%'\e.. o_-'r
~ l! x 2' pel' too\ &L ~...
2. .. 2' " · . ;2 Z!. I
~ - . __~1 M~ ~~ It;'.. ~t . .. &J-.1~
;L~:i!51:::::-~~/~. ~~./4'
- (~~ if .a.CLcf!IJ~~ .. __ i
2...}' he:r-elo 1. .01"'11'1ed oheok f_~ t ~~. _ '
Dol1&R (t--i2....- __, J 1*,..1)1. Vi the Boaz'4 .01 Ooua'y ~_
of "ettexaOft ". ...laPoa. till. ..., MiaS ... (10) "1" 0'" .'
o,{ iU, '0_1 1)14. c/i-- <
Dt.ta4 oa tilt. . 7" ._ -, of ,. 0 ,;~." ....~. 1~
CZ~
A44r... 01 Bld~er
(Prlaclpa.l pla.oe of bua1A...)
PA4-or~_
Jv~(
r
Es.C. Ba.rd pIU'..
.
Zxo. Loca. l'ock ·
2
ixo. Solid rock ·
Ov-eJ>:a&u:t
0...1 lurt..clac ·
Tile ~lc p.r too'
~d. t'4i.l1 ·
.
C~lbb1q
.
.
~
..,
Cal.ert. coDer.'.:
18" plaia per toot
" 110
, --.
J~
.~~
2~, II .inf. ·
~O
tJ-~7~
!lit
30- Bel., ·
'uI6~
.
~ I." ~
,;- v_ :
.$7)~
'..if I~ 1
cf po
'I --1.J
a. .llII . ~...................
<1
~
1
81
....-~.'..I,..--- ,,. ._
~,- ,/'1 ') L-L
, i
\./
&fnlllAft or QUlmtD8
b'huloa ., h......, tip-., ..... O. .... 181+00 to ua.oo
k__ tic. 00__
.rd. ,._ .....'1_
0y...Mta1
Cl.Z"laa
GnI*1aI
13'
\:_,;;:,
) (~ i
{'" "I
665'.6 .... ,a.
t./J')J' /3 ti
r-
(@; / ,,-
'---" ' /_, L>
@ b d'
;;;; "'7 ,;';1 I'" 0 0
\.!::.. ,;.J 7 tJ' --
@~ ~.
12- Goao..e. CIal.8,.,
@,2~
2'- Coacl'e. OUl..rt lelJltone4
/ I"
l~
s~
". 'Coaoht. Ctll...., a.latorce4
'-711e -.1&
Ga....l I\tttaolac r;v/~/,.: ///(' 1/')1/::-) c1 /- c."'
@
~)
<[-
('>-' ;...../
~., ft. ,.u. /t 1'1 r"'
1/!,/4,;I. .'.~
36-(;, ,c~ -'
-' e/ r'" ,
,'vC" - r
. t
@
/'
fo C
1-/
,1
J
~
J
/.1'
~
{,___...___.............,...........__ .._____.. ...$.J~P.t~, ....l-'....-~.9.~~L-,............... ...................___..191.........,
COUNTY OF JEFFERSON,
To ...___......__,..~ ~.~.~,~..__~...._'n9._()J.!l.~.....n'__._n ..'___'n.........__'___n_.".......................",....,___....,_.........,___.._____ Dr.
Bills of extras on Per~nent Highway No. 4c Extension
ROAD AND BRIDGE FUND: Road District No.1, Commissioners' Dist. No................,......,.......
Certificates attached hereto as follows:
Changing' creek - 200' ditch - 50 yde. at 6g~
100 yds. muck at stat 220 at 6g~
grubbing in ditch and buildingliliulkhead
Ditching and culvert excavation
Cattle pass exc. 250 yds. at '6g~
$
$'
ft
I
34.00
6g.00
11.50
20.00
170.00
303.50
~ Q '" rn OW
to' .,: Q ~ 0"'" WARRANT No. _____..ou........__..'ou....__
" "'" 0 .,:'"
0 " .,: " glD
w 8 (1) ~ F .r-<
.,: rn tj ~ '-<: 0
0" 0 "'" 0. -
rn (1) 'd 0
Q <1 " " 0 -~
" (1) o' (1) 0" Road and Bridge Fund
cr: tj '-<",
.'1 .? 0. (1) (1)rn
(I) (1) " Rlto'
0. '" (I) (I) ~.
tj "'" " 0" "tj
'" to' (I) "<
0. 0. rn(Jq
tj '" 0","
0. "'" "'" 0 0. .tj 0
to' (I)
rn tj .., 'd F
'"
::ii "'" 0 - 0 Road District No. 1,
o. " .,: rn
.., "'" (1) " (1) [f1
tj 0" 0" 8. '" [f1
(1)
"'" rn '" rn tj
0 "'" to' 0. Commissioners , District No.
'" (I) (I)
0" S 0 0. rn ..__.____..._.......h....______..__
(1) (1) - '" -,
- '" "<
0 0 '" rn
" .., tj "'"
(I)
'" '<1 to' >-3
S tj Q (I) to' CLAIM OB'
"
(1) "< 0" (I) '"
"'" 'd '" 5' "'"
..,
g '" '" "'"
" Q Q 0"
r "'" "'" 0" (1)
"'" (1) '" '"
0" ," " 0" .....__...hn.n... ..n....nUn.n_._.nn.......__.. _____nnno _h__.__ _nnno __________.. __._ "___"."
(I) (Jq 0
" i'i" (I) <1
(I) 5' .P' (I)
0
- 0. - 8
0" 0 0
'" .., " ". ......n.. ____..n.._....n ...____......... _uno.n........ ..__.....n. .nn.. .... _______..... ...
rn 0. "'" rn
tj (1) 0" >
0 rn (I) "'"
..,
"'" Q 0 .,: ~
.., Total Amount Claimed......,____.ou.ou.....$,_._..oum..,ou_,
0" >S' 0 (1)
(1) .,: '" ~
(1) "'" tj
tj S' "'" ::::l 8
0. F "< 0.
'd Q
'" '" 0
'<1 P 0 - 0 ~ Allowed in the Sum of _'__m..m..___....'..$...___m__....'____ou,_____..___._
.., '-< ..,
0 ..,
! '" (1) (I) "
tj Rl Q ~
'< (1) "'"
..,
'd rn Day of Allowance ..m.........."_____..___..m.ou........._____m'm.....'___.m._
.., 0 "'"
0 F to'
8. '"
"'" "'"
rn to' "'" COMl\USSIONE~
(I) '" to' BOABD OI<' COUNTY
0 c+ (1)
- "'"
rn 0" rn
.,: (I) (I)
Q S "
P' ;:. By___m....___._______. _____.."n. _ un on ........ ........ un____ hh._.. onnn. ..,,__n..__. ........
Il' Q
0" "'" (1) Chairman.
(1) rn
Il' "
rn E 0
0" "
(1) - S
(I) .,:
tj .., '"
?> tj "'"
S 00' (I)
..,
'" to' E
~ 0. (1)
(1) 0.
..... "'" ,... "'"
<0 0 rn to'
r Il' Q (1) to'
to' ..,
tj Il' (I) '"
"< " 5' <1
:j 'd (Jq 5'
(1)
$ (I) 0. S (Jq
"
(I) rn (1) I:n .........'....."........."
0 0 '" ::::l "
- tj "'" "'" rn
o' "'"
0 0 "'" 0"
.., 0" tj
8l (1) (1) (1)
c:> 'd 0. (I)
:0 (I) 5" tj
.., ~
rn ~ 0. .
0 (1) (I) .,: IilUENWOOO,PRlNTElI,POflTTOWNSEND,WASI1.
tj rn .., ~
rn "'" (I)
STATE FORM No. 33-1917.
(TO BE USED FOR ROAD ESTIMATES ONLY)
"U6
Wl..-DUPLICATE.
STATE OF WASHINGTON t
TOm'Jal:77es.,...d,t!~cY/7e.
....---I:#tD:;/l....8................, 191;/.... (Postoffice Address ).....8ri:.....~~,}1(otSe;u..................................................................m....................
Permanent Highway No..4.,C,eX/., County..Je.Be.co!"~.. ...:..__, Contract, No............................, Estimate No.....___L....._.....................
.,....Dk.
PRICES
QUANTITY
TOTAL
PREVIOU S
PRESENT
2. Grubbing,
per acre
:l1Jal,j :
~ C) C) ~C) "
,hi.,
~-,
2,-.. '
/ / / t:J,a a
tJ If) ,If) C>
i' tilf) 0
/"'1 "Ii
:1
16 tJ If) a Ii
j ~j
1//0"" ;j
Ib I "
I ' . ,
I
I
I
I
,
I
I
I
I
I
I
I
I
I
I
I
I
i
I
..
1, Clearing,
per acre
. .
3. Common Excavation,
per cu, yd.
/
"0,- ,
4. Loose Rock Excavation,
5. So!id Rock Excavation,
per cu. yd.
per cu. yd.
6, Common Borrow
per cu. yd.
7. Loose Rock Borrow,
per cu. yd.
8. Overhaul for each 100 ft.
per cu. yd. :;
pel' cu. yd.
pel' cu. yd.
9. Riprap, hand placed,
10. Slope Walls,
11. Concrete, 1st class,
per cu. yd.
12, Concrete, 2nd class,
per cu. yd.
13. Structural Steel Shapes in place
14. Reinforcing Steel in place,
15, Pipe Rail in place,
16, Guard Rail in place,
per lb.
per lb.
per !In. ft.
17. Timber in place,
per !in. ft.
per M. B. M.
18. Piling in place, below cut.off,
per !in. ft. [,
per lin. ft.
per !in. ft.
19. Piling In place, above cut-off,
20. Cribbing Logs in place,
21. Culvert Logs in place,
per lin. ft.
22. Porous Tile, in place, 4"
per lin. ft.
23. Porous Tile, in place, 6"
per !In. ft.
!tJ..
~()60 "
030W C>:,
i
24.
Culvert Pipe, in place, 12", per lin, ft.
Culvert Pipe, in place, 18", per lin. ft.
CO/7C . Culvert Pipe, in place, 24", per !In. ft.
Culvert Pipe, In place, 30", per !in. ft.
Soo..
Ii't?/JO
I
I
I
1/ tf' ":" 0
I
I
,
,
I
Culvert Pipe, in place, 30", perlin. ft.
25.
26,
27.
Surfacing, in place, per
28.
29.
30.
31.
32.
33. Force Account-per bills and resolution attached
per cent. to be paid by county,
per cent. to be paid by state,
Totals,
20 per cent. retained, as per contract,
Approved by Board of County Commissioners
of.....,......---...,................,....,.............,,--...___...___,..,...County
This..................day of.........................--.......--..,' 191......
~ . . . /'
......---!!i!:....7i,."!f.'!:::::.:.~~.l~~:~,___~~1.L:~:~~:..~..................
'", Ohairman,
Leave this space blank for use of Highway Commissioner.
Notary Public.
Residing at..........................................................
State Highway Oommissioner.
'.
'j.".
AUDITOR'S
OFFICE
STATE OF WASHINGTON
W arrant No. ,-----...........-............--..............................-.................
A mount, $______.......,....__._____..__........,..,_,______.....,......_....._....._..... --.......
To
Account of Appropriation for
~
Instrnctions- Read and Follow
Make vouchers in duplicate. Send original and duplicate
to State Highway Commissioner.
Be sure to sign both copies as payee; have duly sworn
to and certified where required.
Warrants will be sent by ordinary mall at risk of payee;
or, will be registered if full postage is enclosed with request
to register.
Make out your claim on this sheet alone, in order to
avoid cumbering the files with useless paper,
C. W, CLAUSEN, State Auditor.
FRANK U. LAMBORN PUBLIC PRINTER
I
.L _
...
STATE FORM No, 33-1917. (TO BE USED FOR ROAD ESTIMATES ONLY) ORIGINAL-DUPLICATE.
STATE ~t<' w;;,~~~~~;;rC;::~~km"_Dk.
...........{Jpr..;.!....,...,~......, 19K/.,.. (Postoffice Address) ......Il2[t...~/.t)..dI..7J..C$..Q..?t.......mYY..I2...:....................'..'.'m... ...........
Permanent Highway NifE;I....{;..K.t.:, County.~fi.e;[.[,~.(/.....,~..., Contract, No.......~==............, Estilmate NO'.....~m.__...........__........
1. Clearing,
per acre
2. Grubbing,
per a~re
3. Common Excavation,
per cu. yd.
4. Loose Rock Excavation,
5. Solid Rock Excavation,
per cu. yd.
per cu. yd.
6, Common Borrow
per cu. yd.
7. Loose Rock Borrow,
per cu. yd.
8. Overhaul for each 100 ft.
per cu. yd. I
II
I'
9. Rlprap, hand placed,
10. Slope Walls,
per cu. yd.
per cu, yd.
11. Concrete, 1st class,
per cu. yd,
12. Concrete, 2nd class,
per cu. yd.
13, Structural Steel Shapes in place
14, Reinforcing Steel in place,
15. Pipe Rail In place,
16, Guard Rail in place,
per lb.
per lb. I
I:
II
I
I
!
I
I
I
per !In. ft.
pe r lin. ft.
17. Timber in place,
per M. B. III.
18. Piling in place, below cut-off,
per !in. ft.
19. Piling in place, above cut-off,
20.
per !in. ft.
Cribbing Logs In place, /,..0 3 .. ~ J'J
per !In. ft,
21. Culvert Logs in place,
per !In. ft.
22, Porous Tile, in place, 4"
per lin. ft.
23, Porolls '.rile, in place, 6"
pe r Un. ft.
24, C017C.
Culvert Pipe, in place, 12", per !In, ft.
Culvert Pipe, in place, 18", per lin. ft.
Co I'? c .
Culvert Pipe, in place, 24", per lin. ft. I
'I
II
I
I
II
I
,
,
I
I
II
I
Culvert Pipe, in place, 30", per liu. ft.
Culvert Pipe, in place, 30", per lin. ft.
25.
26,
27.
Surfacing, in place, per
28.
29.
30.
31.
32.
33. Force Account-per bills and resolution attached
Totals,
20 per cent. retained, as per contract,
per cent. to be paid by county,
per cent. to be paid by state,
Approved by Board of County Commissioners
of...,............,............,.......__.........".....,..,.,....,..........,.County
This.....,............day of.....--......................,........., 19.1'-/...
h__u._u...h.....__f.u~....:......_....._.._u..._n.___.__..nu_.nun....._.......__........
Ohairman.
PRICES
29'J 100
.:3 0 0 10'"
~/l;
. Ii
! II
I ,
, I
i I'
, .j
I h
i ':
I Ii
, I
,I
il
il
!I
II
ii
i\
I,
II
II
"
II
,I
II
,I
'I
!,
. I
!~! il
'P-"~'I
I 'I'
, !
: ,
I Ii
! il
190:'
~ 11
~i"o:i
: I,
ill!
, .I
"roll
: ~~
"
Ii
:i
II
il
Ij
II
i
i
I
!
I
QUANTITY
I .
1.ro!
31t:> 01
! ;
-'7'60&>1 :1
I,
I iI
'i
, 11
! "
I!
;1
;j
I
:1
!I
I I
'I
I:
, :1
II
II
\1
I'
il
II
II
iI
'I
I:
, "
:
I "
i Ii
i ,:
I?-~! jl
II
,
i Ii
i Ii
I
/ () r:. '!
I.
1,)".3' !I
'"
! II
.,
3'!- ,
Ii
I I'
!
'!
:'
Ii
:l
II
II
:!
I'
i;
II
I'
II
i;
,i
:
"
,
;
,
:
1
"
,
,
, :1
I
I il
I,
TOTAL
I
) =- ,?-,1-r 0 I
'1'00,00 :,
J 060100 1
I r!
"
i ,!
'IJ'3 [b 0 :i
I
11
i :1
Ci''?:''esl
I '(I ,I
3 0 6100 '!
I :j
/10!60 :i
: :i
6 t. 2 "it CJ Ii
I
) S-S:O.5;!
~ r bJj/ ~l
I
,
i
Leave this space blank for use of Highway Commissioner.
PREVIOUS
1/ to 00
600 00
t. t'o 00
I I
I
..La
I
'v.H
I I
I
!
!
I
!
i
,
I
I
;J. t. 7016 0
&b71b.i
~ ot;l.;zlr..l
I
i
i
i
I
PRESENT
1./ 7'~lSo
30000
.;.1-Z ~ {) 00
'I if3 6..c.
I ':'7,0
30610 lS
t~
.?ir iff 60
19 17 LJ 0
;;;..r6~;;).0
I
I
I hereby certify on honor that the above estimate is based upon actual measuremen s an that the same is true and correct.
( j J~ / ....h...........___h...... ...~.......~~2~~~1~.Y"
I ... . ___ ___........... h.....~...~....~~:.~aVing first been duly sworn, do hereby depose and say that the above bill is
~a correct; that the work was ~~~lY performed and material furnished as therein charged; and that there is due me this
,. te, ;::::i:::.:)~~n___ C~:..~~~ ~~=..:~..::::~6..~,t$;~:~n::.t '..m'.~~:.=~~~....~ .~.~.~~
Olaimant.
8W n tQ-. before me this_________.. .______.oo....,...day
(BE: .~~~~~..._.
State Highway Oommi88ioner,
~,~.
ROAD & BRIDGE
AUDITOR'S
OFFICE
STATE OF WASHINGTON
W arrant No. ......_'_______nn..'n...nnn...._.______...n.......___..~._._...n...n...
Amount, $____
r-----'
To
Account of Appropriation for
,~
Instrnctions- Read and Follow
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 sheet alone, in order to
avoid cumbering the files with useless paper,
C, W. CLAUSEN, State AHaUor.
FRANK M. LAMBORN PUBLIC PRINTER
STATE FORM No. 33-1917.
TOTAL
(TO BE USED FOR ROAD ESTIMATES ONLY)
STATE OF WASHI~GTON r ._~
To.J..a,t.r;e...s..",.."..ll!..:..,.",...".C,01t..2.,e..
--Jf.1Lj--2L-. 19M (Po..oflice Addre.. )P..t.c.2Q0Lq..J~~--_-f-----"'f
Permanent Highway No...-1:.Ch.t.; County...Je.:.t6f..~-.f..f?q.., Contract, No............................, Estimate No.........~_.;.;,.,.......,..._._;
PRICES
1. Clearing, per acre ., q -r (.>cJ
2. Grubbing, per acre J-.6'--O
3. Common Excavation, per cu. yd.
~1b2
4. . k ~ cRvation, per cu. yd.
5. Solid Rock Excavation, per cu. yd.
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.
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.
14. Reinforci~~_ Steel in place, pel' lb.
15. Pipe Rail in place, per !in. ft.
.... "'-,~._.._-
16. Guard Rall in place, per !in. ft.
17. Timber in place, per M. B. M.
18. l'~l~g i~_place, b~low <:u~-otr, per linn ft.
-"-_..
19. Piling in place, above cut,otr, per !in. ft.
20. Cribbing Logs in place, per !in. ft.
21. Culvert Logs in place, per !in. ft.
,__.u____ ._._. ",,_.
22. Porous Tile, in place, 4" per !in. ft.
23. Porous Tile, in place, 6" per !in. ft.
24. Ct;J./; C-., Culvert prp~, in place, 12", per !in. ft.
Culvert Pipe, in place, 18", .per !in. ft.
. Co0 C r6f&Ulvert Pipe, in Pla~e, 24", per !in. ft.
Culvert Pipe, in place, 30", per !in. ft.
Culvert Pipe, in place, 30", per !in. ft.
25.
26.
27.
28.
29.
30.
81.
32.
Surfacing, in place, per
33. Force Account-per bills and resolution attached
Totals,
20 per cent. retained, as per contract,
per cent. to be paid by county,
per cent. to be paid by state,
A.pproved by Board of County Commissioners
of.......................................:.....................................County
This..................day of.......................---........---.., 191......
. -.......nn...~.__n.nnnh._....n.nnnnh...._~.....__..h__n_n........__nn...~n.n_u..
Ohairman.
s ,pI)
".""'.'.......'..-..,...,........"..."'........,................... D~.
QUANTITY
& ((;
""0 tJ
:; C;' c>C'
I
I
I
I I
1
I
, I
I
I
I ~~
I b~
, 1/ /d.
I'
-./ . .
I
I
I I
i
PREVIOUS
.J t" 7--, 'J- .(.0
, 1,0.0 tJ.o
~(1-p j,fJ
, ~.:.,,, c>,o
I
1
I
/",-0 t:,(;
I #J-:..3 6':~
Jj,[:.s ~.
,! /,j
(P, ~,o
,1 /t?
. ~ () 0'0
. 'I ,f,(d et:)
r-'
I-
I
I
I
Leave this space blank for use of Highway Commissioner.
1 hereby certify on honor that the above estimate is based upon actuaJ measurements and that the same is true and correct.
Oounty Engineer.
1, _........................................................on.................., having first been duJy sworn, do hereby depose and say that the above bin is
true and correct; that the work was actuany l-erJ2J;med an~m~ furnished as therein charged; and that there is due me this
date, according to contract, the sum of $..../.U....../---$...!..../-..r;!;.,.............., and that the same or any part thereot has not been paid.
(SIGN HEBE) ..._............................................................,..........._.........._._.................. for ..........................................,...................,....,............................
Olaimant.
Subscribed and sworn to before me this................................day
ot......,................................................., 191_.....
(SEAL) (
!
........-...-....-...-....---......--............................................................--............-............................................................
"'<
\
\
Notary Publio.
I Residing at................____.....,............_...................
Approved.................................................,............__,..._...........
....................................................-........--...........-........-.-......-..-..........................................................................................................
State H4ghway O0mm.f8sioner.
""'-.?~-~-~f~- - --~".,"'''''''''>?
7]
J
AUDITOR'S
OFFICE
STATE OF WASHINGTON
Warrant N 0........._..,__....._.._................,...........................................
Amount, $....._....,..,_.......,..,....,............................................................
~
To............................,..........,......................,....,........,......_............,........,...
Account of Appropriation for
-----<'
Instructions-Read and Follow
]\1ake vouchers in duplfcate. Send original. and duplicate
.to State Highway Com,missioner. .
Be . s'ure 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 youl'_ claim on this' . sheet alone, in order.. to
avoid cumbering. th(), flles with usele.sspaller. ., .
C. W. CLAUSEN;, Btflte .Auditor.
FRANK:M. W,MBORN, PUI!LH)"PRINTER
L
~ -. .
----- ---
S~ F~~ ~. 3a-;;lf7. .....k. F -k r.s 0,\ (TO BE USED FOR ROAD ESTIMATES ONLY)
-5TA T~Or W~~Je:'~~~d]CYL2e___DJ.
/ - ~
~I.i.o.e:.......Z..___.....___.......___., 19P/.. (Postoffice Address ).....Mc.t....___...l.O'...v.Y.Q.se.nc1.).........WD...:........___.............................,....
Permanent Highway N&~M..t!..., Cownty.~..Ew,r..f..~... '..., Contract, No........_.................., Estimate No......4..-.....................
PRICES
1. Clearing, per acre
2. Grubbing, per acre
3. Common Excavation, per cu. yd.
4. ~P'~1x~avation, per cu. yd.
5. SoUd Rock Excavation, per cu. yd.
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.
10. Slope Walls, per Cll. yd.
11. Concrete, 1st class, per cu. yd.
12. Concrete, 2nd class, per cu. yd.
13. Structural Steel Shapes in place per lb.
14. Reinforcing Steel In place, per lb.
15. Pipe Rail in place, per Un. ft.
16. Guard Rail in place, per IIn. ft.
17. Timber in place, per M. B. M.
18. Piling in place, below cut.off, per Un. ft.
19. Piling in place, above cut-off, per Un. ft.
20. Cribbing Logs in place, per Un. ft.
21. Culvert Logs In place, per IIn. ft.
22. Porous Tile, in place, 4" per IIn. ft.
23. Porous Tile, in place, 6" per IIn. ft.
.3'
24. C~r}G
Culvert Pipe, in place, 12", per !in. ft.
Culvert Pipe, in place, 18", per Un. ft.
COY]c,'
Culvert Pipe, in place, 24", per Un. ft.
~Y7C'
25.
Culvert Pipe, in place, 30", per IIn. ft.
_/. "
Culvert Pipe, in place, oe;', per IIn. ft.
26.
27.
28.
29.
30.
3!.
32.
Surfacing, in place, per
33. Force Account-per pills and resolution attached
Totals,
20 per cent. retained, as per con tract,
per cent. to be paid by county,
per cent. to be paid by state,
Approved by Board of Cownty Commissioners
of.................................................................,............County
T~~~:::::1ln~~;;,_~:~.::::::,..
Ohairman.
QUANTITY
TOTAL
PREVIOUS
oao
/ ?-CJ ~O
/ :2b (/
~JJ 6~
07
cr3 0
,9fl/tJ
06100
J"% 40 ()
1--fK 100
It
3t
PRESlilNT
I .
~..1g 00
I
I
Leave this space blank for use of Highway Commissioner.
I :erebY certify on hono~r that the above estimate is based u~.~.~.~.~~:~~.~!;~.~2(2::~:~:~~~.::....
I ~;C:. Oounty]i]ngine61'.
........... _..... ...... __~aving first been duly sworn, do her.eby depose and say that the above bill is
true an correct; that the work was ac ally per ormed and material furnished as therein charged; and that there is due me this
/' " Olaimant.
'.. Subscribed a~wo n to before me this....__...__............... ....day
/ A '
01-_...(.,..:;;--...--..........--....................-.' 191..,... p rove ......................--........-..............................--.....--........
(SEAL)
Notarv Public.
ReSiding at...........................__.........__..................
State Highway Oommissioner.
:J
~r''''''-
~ .
;
~.-?I
AU~~?:;rA-f~~~~
W arrant No. ___...___......___..._.......______...___'m..___.m........_..___.....___.___
Amount, $.......................,---............,....................--.......---.........--.......
To
Account of Appropriation for
4,
\
(j) /JJz~~.e/
~/
~
'~
~',
Instructions- Read and Follow
Make vouchers in duplicate. Send original and dllplicate
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 mall at risk of payee;
or, will be registered if full postage IR 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 Audito/".
FRANK !I. L.4.MBORN PUBLIC PRINTER
. STATE FORM No. 33-1917.
(TO BE USED FOR ROAD ESTIMATES ONLY)
. . '~',;-,~ 's ;--:~....~:::-.",;..;:?.. ',,'.'-J<::-~"~",'~0':r.~"'~~:~i:.. <:7'>1'::'~~: :,'':';
ORIGINAIr-DUPLICAri.' '.
STATE OF WASHINGTON' 1
TO......................J.:~me.,s......H....."c.o.yn......,.........,...................,.................,
, .._...............AJ.li........).......1.Sl~191..--..... (Post office Address )....... ....p..Q..t.....To.w.ns.en.c1......1la..s.b........................,.............................,...............,_..
, Permanent Highway NM:~L..~.~.j;..L., County...J.~.tfe....i,On......'...., Contract. No............................, Estimate No...............J~................_.'
1. Clearing, per acre
2. Grubbing, per acre
3. Common Excavation, per cu. yd.
4. Loose Rock Excavation, per cu. yd.
5. SoUd Rock Excavation, per cu. yd.
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, pel' cu. yd.
10. Slope Walls, per cu. yd.
11. Concrete, 1st class, per cu. yd.
12. Concrete, 2nd class, per cu. yd.
18. Structural Steel Shapes in place per lb.
14. Reinforcing Steel in place, per lb.
15. Pipe Rail in place, per Un. ft.
16. Guard Rail in place, per Un. 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-olf, per Un. ft.
20. ' Cribbing Logs in place, per Un. ft.
21. Culvert Logs in place, per Un. ft.
22. Porous Tile, in place, 4" per Un. ft.
23. Porous Tile, in place, 6" per Un. ft.
24.
Culvert Pipe, in place, 12", per Un. ft.
Culvert Pipe, in place, 18", pel' Un. ft.
Culvert Pipe, in place, 24", per Un. ft.
Culvert Pipe, in place, 30", per Un. ft.
Culvert Pipe, in place, 30", per Un. ft.
25.
26.
27.
28.
29.
30.
31.
32.
Surfacing, in place, per
33. Force Account-per bills and resolution attached
Totals,
20 per cent. retained, as per contract,
per cent. to be pRid by county,
per cent. to be paid by state,
Approved by Board of County Commissioners
of.....................................................______..................County
This..................day of...............---...,............---.., 191......
Ohairman.
PRICES
.36
.90
2.00
5.00
g.oo
1.gO
1
........................................DR.
QUANTITY
! 5 5
! 3
6~50
4900 0
I
I
I
I
!
ltpoo
i
1
1~60
I
,
k.' 09
~53
116
1
I
136
I
~oo
I
I
1~22. 0
. '00.0,0
4~5g.00
1t25.O,O
i
!
I
~lto,OO
i
1
,
I
I
I
I
I
j
I
I
,
i
,
I
!
,
I
I
I
I
t53..
i
1
,
I
I
i9a.
~06.
l
$80.
i
I
~8g.
, ~60"
:
,
1
I
i
I
!
'.'1
"1
'~
'.'1
TOTAL
PREVIOUS
PRES1IINT
ace,)
Leave this space blank for use of Highway Commissioner.
Subscribed and sworn to before me this.........mm.................day
of........................m...........'.......m.......' 191......
(SEAL)
Notary Public.
Residing at............................................,.............
I hereby certify on honor that the above estimate is based upon actual measurements and that the same is true and correct.
~ ~G!l .../
............. ...m ..... ...........m......m....~~..<.........___.........
Oounty Engineer.
I, ......................................................m..........mm.....' having first been duly sworn, do hereby depose and say that the above bm is
true and correct; that the work was actually performed and material furnished as therein Charged; and that th.ere is due me this
date, according to contract, the sum of $......~/..?r..rff:Z:~.............................., and that the same or any part thereof has not been paid.
(SIGN HERE) ......m.........mm.......................m....m................................................... for ..........mm...m.........mmm...............................m...................m
Olaimant.
A.pproved......m...m................................m...........___...___..........
State Highway Oommi88ioner.
r'"" ".
"
. A.c......'
p.~
-'lil:'1
l
AUDITOR'S
OFFICE
STATE OF WASHINGTON
Warrant N O'mm__~'--h----hh__..mm...m__mm'mm___...._'m..____m....m..
A mount, $__.__...__....,.......,....__.__,.__,..........____.__.____...,...............m......:...
T O.m__...._____.............._................mn___....._____m................~--......----nn......m.
Account of Appropriation for
,.,---.<
Instructions-Read and Follow
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 sheet alone, in order to
avoid cumbering the files with useless paper.
C. W. CLAUSEN, State Auditor.
FRANK M. LAMBORN, PUBLIC PRiNTER
___,---"'t...________
,STATE FORM No. 33-1917.
STATE OF WASHINGTON
(TO BE USED FOR ROAD ESTIMATES ONLY)
. .,...... '_'.~~ Wf.".
ORIGINAIr-DUPLICATE.
':i
~
jl
J \
TO.................Ja.e~a...H,.......O,oyn. "...,..".'m................,...........,........... ....,.....,...,....,... DR.
..-...............Aug........}..,.....1.921191......... ,( Postoffice Address) ....... ...P--OJI.t-....To.n.s.end.r-W&.sh................................................................ ...........
Permanent Highway N.iC:...E.x.t.a...., County..J4:t.1.B.r.aon....~...., Contract. No........_....~............., Estimate No...............5.....................
PRICES
1. Clearing, per acre a,s.
2. Grubbing, per acre 300.
3. Common Excavation, per cu. yd.
4. Loose Rock Excavation, per cu. yd.
5. Solid Rock Excavation, I?er cu. yd.
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.
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.
14. Reinforcing Steel in place, per lb.
15. Pipe Rail in place, per !in. ft.
16. Guard Rail in place, per !in. ft.
17. Timber in place, per M. B. M.
18. Piling in place, below cut-olf, per lin. ft.
19. Piling in place, above cut.off, per !in. ft.
20. Cribbing Logs in place, per !in. ft.
21. Culvert Logs in place, per !in. ft.
22. Porous Tile, in place, 4" per IIn. ft.
23. Porous Tile, in place, 6" per !in. ft.
24.
Culvert Pipe, in place, 12", per IIn. ft.
Culvert Pipe, in place, 18", per !in. ft.
Culvert Pipe, in place, 24", per !in. ft.
Culvert Pipe, in place, 30", per IIn. ft.
Culvert Pipe, In place, 30", per IIn. ft.
25.
26.
27.
28.
Surfacing, in place, per
29.
30.
31.
32.
33. Force Account-per bills and resolution attached
Totals,
20 per cent. retained, as per contract,
per cent. to be paid by county,
per cent. to be paid. by state,
A pproved by Board of County Commissioners
of..................................--.........................................County
This..................day of......................................., 191......
. .............__7!..,!..?......~;~.~~:...........
g.oo
1.gO
QUANTITY
100
,
TOTAL
PREVIOUS
I
I
I I
1~60 1
453.
I
f09 0 ~9g.
53 06.
f16 ~$O'
,
36 ! 2se.
t
I
I I ~60.
too I
I
I
I I
I
!
t20.00
I
53.60
!98.10
)06.00
J80..00
*g8.00
I
I
PRESlIINT
20.00
.~
I ~I
I
t60.00
L"eave this space blank for use of Highway Commissioner.
I hereby certify on honor that the above estimate is based- upon actual measurements and- that the same is true and- correct.
/./ ( )~.., ---..---.................~~...~~ifEi~fji~.;-;:....
...~..d:... .....~.....~.~......, ving fl,rst been d-uly sworn, d-o hereby d-. epose and- say that the above bHl is
tr a correct; that the work was pua~ p[Jormed- and- material furnished- as therein charged-; and- that there is d-ue me this
.t.. :~:'~..:) ~ r :'::.. ::r-'~::_-~~-~;;:~~.:n.r:"'t t _ ..~~_or_:n:==~(';;;;
n to before e this.... ....~~;;?::'
of..... . . ............., 1 App oved-. ............---......:............................---...---.___.___.....___..
(SEAL)
State Highway Oommi8stoner.
l
FRANK M, LAMBORN, PUBLIC PRINTER
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 mall 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.
Instructions-Read and Follow
~.
,
r.
To...... .........................., ..,........................... ........, ,....,..,..~.. ,.,.. ,........
Account of Appropriation for
A mount ,$...........................................................................................
.-------
Warrant N 0........,_,..,...,...............,..........................,.......................
STATE OF WASHINGTON
lJyQd'F Br!.9:7-e
AUDITOR'S OFFICE
STATE FORM No. 33-1917.
"...' .:~I" ~
(TO BE USED FOR ROAD ESTIMATES ONLY)
ORIGINAL-DUPLICATE.
STATE OF WASHINGTON
TO..........m...Jaaes...H.
,...,c!pe ......."..'.m...."......, .... m'....m.......... m.mm....., ,.,.....,.......... 0 J.
.................AUI........)-,.....1921l91......... (Post office Address) ......._..p.O..t-...T-O"n.MIl4J....~...b.....................,................................................_.
Permanent Highway Nllc....ht......., County..J...tt.8.r.,On.....~...., Contract. No....................~.;....., Estimate No...............;..................,...
1.
2.
3.
Clearing, per acre 295.
Grubbing, per acre 300.
Common Excavation, per cu. yd.
Loose Rock Excavation, per cu. yd.
Solid Rock Excavation, per cu. yd.
Common Borrow per cu. yd.
Loose Rock Borrow, per cu. yd.
Overhaul for each 100 ft. per cu. yd.
Rlprap, hand placed, pel' cu. yd.
Slope Walls, per cu. yd.
Concrete, 1st class, per cu. yd.
Concrete, 2nd class, per cu. yd.
Structural Steel Shape.s in place per lb.
Reinforcing Steel in place, per lb.
Pipe Rail in place, per !in. ft.
Guard Rail in place, per !in. ft.
Timber in place, per M. B. M.
Piling in place, below cut.off, per IIn. ft.
Piling in place, above cut.off, per IIn. ft.
Cribbing Logs in place, per !in. ft.
Culvert Logs in place, per IIn. ft.
Porous Tile, in place, 4" per Iin. ft.
Porous Tile, In place, 6" per !in. ft.
4.
5.
6.
7.
S.
9.
10.
11.
12.
13,
14.
15.
16,
17.
18,
19,
20.
21.
22.
23.
24.
Culvert Pipe, in place, 12", per !in. ft.
Culvert Pipe, in place, 18", per IIn. ft.
Culvert Pipe, in place, 24", per !in. ft.
Culvert Pipe, in place, 30", per !in. ft.
Culvert PipE!, in place, 30", per !in. ft.
25.
26.
27.
28.
29.
30.
31.
32.
Surfacing, in place, per
33. Force Account-per bills and resolution attached
Totals,
20 er cent. retained as er contract
per cent. to be paid by county,
per cent. to be paid by state,
A.pproved by Board of County Commissioners
of.................-........................................,..................County
This..................day of......................................., 191......
...........~~{..~~.~~:...........
( SEAL)
PRICES
5.00
g.oo
1.g
QUANTITY
TOTAL
PREVIOUS
PRESIIlNT
,.'1.
O.
I,
I 00 20.00 iao.
I I ,
I
I I
I
I I
I I
I I
I I
I I
I
I
I I
I I ~.
I ~,.60
! I
I lf60 i5'.
I
I
1 !
I 09 [98. 195 10
53 0 )06. j06.0
l~' I
16 ~50.00
l'6 ' a~ 138.00
~o..;',
00 r. 60.00
I
I
I
I
I
I
Leave this space blank for use of Highway Commissioner.
Be6iilLny a~......=eQ...... m.'.m.~:0.~.:~m...
~
,f
State Highway 00mm.i88foner.
. t\~ ,1
$dd r- P/'/iye
AUDITOR'S OFFICE
STATE OF WASHINGTON
Warrant N 0....___.._...__....__.___........______...,__.....___,...______........,___....___..
A mount, $....,..___..,___........___..___..........___..............................................
TO.............__......................uu___u,..,__h...______......u______,___u_______.....,.....___......
Account of Appropriation for
.~
Instructions-Read and Follow
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 w Iwre required.
Warrants will lie 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.
FRANK M, LAMBORN, PUBLIC PRINTER
~
STATE FORM No. 33-1917.
(TO BE USED FOR ROAD ESTIMATES ONLY)
STATE OF WASHINGTON
TO...,...
f
\
................DR.
ORIGINAL-DUPLICATE.
.'q~ .,~~
.................---......................................., 191......... (P ostoffice Address) ....... __...___.....................___....m___..............................._.......................................................,......... ,........_
Permanent Highway No:1::f:...'bX.i3., County............______..___.....___......___...'...., Contract, No....___....................., Estimate No...~........._.................._.
1. Clearing,
2. Grubbing,
per acre
per acre
3. Common Excavation,
per cu. yd.
per cu. yd.
per cu. yd.
4. Loose Rock Excavation,
5. SoUd Rock Excavation,
6. Common Borrow
per cu. yd.
per cu. yd.
per cu. yd.
per cu. yd.
per Cll. yd.
per cu. yd.
7. Loose Rock Borrow,
8. Overhaul for each 100 ft.
9. Riprap, hand placed,
10. Slope Walls,
11. Concrete, 1st class,
12. Concrete, 2nd class,
per cu. yd.
per lb.
per lb.
per Un. ft.
per Un. ft.
per M. B. M.
per Un. ft.
per Un. ft.
per Un. ft.
per Un. ft.
per Un. ft.
13. Structural Steel Shapes in place
14. Reinforcing Steel in place,
15. Pipe RaIl in place,
16. Guard Rail in place,
17. Timber in place,
18. Piling in place, below cut.ore,
19. Piling In place, above cut.ore,
20. Cribbing Logs in place,
21. Culvert Logs in place,
22. Porous TlIe, in place, 4"
23. Porous Tile, in place, 6" per Un. ft.
24. Co rr, I T{)y] ,Culvert Pipe, in place, 12", J,ler Un. ft.
~n c:.. ' Culvert Pipe, in place,qper Un. ft.
e;'J
C CJ r r, /(0 n ,Cui vert Pipe, In place, ~, per Un. ft.
Con c . Culvert Pipe, in Place~,'~er Un. ft.
J' ,-
I, Culvert Pipe, In place, 3'a!', per Un. ft.
25.
26.Cr~ V'e I Surfacing, in place, perCu, fe/..
27.
28.
29.
30.
31.
82.
33. Force Account-per bills and resolution attached
Totals,
20 per cent. retained, as Del' contract
per cent. to be paid by county,
per cent. to be paid by state,
Approved by lJoard of County Commissioners
of..---.........---oo...........................................................County
This..........______..day of..---.............---..........------... 191......
Ohairman.
PRICES
'?'7L( ~
-:.>-">
..::;;-{..--o
bS
/ ').."
200
be
~
;10
ISo
?.. tP"
(~
-s c:o
! Co
/ to
QUANTITY
TOTAL
"}.5
""'J. '/
~';0: ",
/00<:
I b?- -; 00
/ " ')..3 (no
.I/:& ...rg 0 Gi '
112-~rO 00
1-," 0 co
PREVIOUS
) ~ 'Y.... If?)
root'()
4 G..s? (;0
111'Soc;
"'1./ 0 Co' "
L/.J3 '-.0
1/ /0
\30bOe)
ft ~ ~ c
I~S' 0
['-3 (,,0 co
I
I
I 0 b3 I V()
,.t~7 S f.J
7 r 73 LfO
1
PRESENT
~ ~..
1
Cl
10"
I
I
l-y~o ,;) 0
/ trt 0
I
I
I
I
I
I
rV3 be
I
i -II' / ()
I /1 ~ 0
1fU'~ ~/ G
..Jo "a
)7 () "
b- f ,)' ", t)
I
I
I
I f7f!9 :v
/').....( 00
-,....0 () ()()
_..
-
I/~;:~
r 3 t. DO
I 1000
J/~;~
i
~/:J.-b (,-..'
"'---,3 L . 2..3
/00,(,(
r~i
~~
r ~ 1
I
IIO/:lt. L/
I
!
1
I
I
i
!
I
) '2J.7 if' "V
I 21/ q ;. 0 ~
?IS 7 b 0 r
Leave this space blank for use of Highway Commissioner.
I hereby certify on honor that the above estimate is based upon actual measurements and that the same is true and correfJt.
Oounty Engineer.
I, ...........uu...u___..___.....................................u___.uum' having first been duly sworn, do hereby depose and say that the above bill is
true and correct; that the work was actually;performed and&aterial furnished as therein charged; and that there is due me this
date, according to contract, the sum of $.../..h....9...k..!..~.....f..~---...------.., and that the same or any part thereof has not been paid.
(SIGN HEBE) .................___..______..___..____.......__............___.........................__..u.............. for ......................mm.....___...............,...............................,............
Olaimant.
Subscribed and sworn to before me this.....______.._____..............day
of............---,........,.....,...............,........., 191......
(SEAL)
Notary Public.
Residing at.......................................m...m..___.....
A.pproved......,.............._____.....................m...m...m........,...m...
State Highway Oomm188ioner.
~~~'".,.:'
~f
~.:
ft"
,:';....;~-'._~:.;.;~'-"
,Ii,
AUDITOR'S
OFFICE
STATE OF WASHINGTON
Warrant N 0.____.,_____."__..".._____,....__....."___.....,..,..:___.__...._____.......,....
Amount, $.__.____.__...,__.....____._____...,...............................................".......
To...........____......___.....___......__........._____..._________...______......~,_........'...........,......
Account of Appropriationfor
.- ~ .
~.
. ~;-.:c- ,'.
;~~:.,t-.::-
ii'
Instrnctions-Read and Follow
Make vouchers in duplicate. Send original and duplicate
to State Highway Commissioner.
Be sure to Sign both copies as payee; have duly SWorn
to and certified where required.
Warrants will be sent by ordinary mali at risk of payee;
or, will be registered if full postage is enclosed with request
'to register. -
Make out you~. chiim on this sheet alone, in oJ:der to
avoid cumbering the files with useless paper.
C. W-. CLAUSEN, State Auditor.
FRANK M.LAM1l0RN', PUllLHi PltlNTER
.".".,-'''~~$'l't'?.,r''''7'i?;:O:.,1'':.~r~;!'::z'~
,,----/
STATE FORM No. 33-1917.
(TO BE USED FOR. ROAD ESTIMATES ONLY)
ORIGINAL-DUPLICATE.
. ,,":~~,... '~,
i
. i
STATE OF WASHINGTON J \
TO_....,.... .....,Je...s....,R.."..",CoJ.n., ..,..............,................... ,..,........................ DR.
--........................---....S.-P.t.t.....{S 19 .21... (Post office Address) ........Po.r.l....T.ou...nd........b.s.h_................................"......................................_....
Permanent Highway No...4c--..Ex:t." County...J.ffer.aon.....~.., Contract, No........_........_........, Estimate No........!...._.....................
PRICES
1. Clearing, per acre
2. Grubbing, per acre
3. Common Excavation, per cu. yd.
4. Loose Rock Excavation, per cu. yd.
5. Solid Rock Excavation, per cu. yd.
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.
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.
14. Reinforcing Steel in place, pel' lb.
15. Pipe Rail in place, per !in. ft.
16. Guard Rail in place, per !in. ft.
17. Timber In place, per M. B. M.
18. Piling in place, below cut-olf, per !in. ft.
19. Piling in place, above cut.of'f, per IIn. ft.
20. Cribbing Logs in place, per !in. ft.
21. Culvert Logs in place, per lin. ft.
22. Porous Tile, in place, 4" per IIn. ft.
23. Porous Tile, in place, 6" per !in. ft.
24. ~~kpe, in place, 12", pel' !in. ft.
RaA:1pe, in place, 18", per !in. ft.
~J'p!pe, in Pla9 ~4", per !in. ft.
gu~PP,pe, in Plag~~., per Un. ft.
Culvert Pipe, in Pla~, :', per !in. ft.
25.
26. Surfacing, in place, per
27.
28.
29.
30.
31.
32.
33. Force Account-per bills and resolution attached
Totals,
20 pel' cent. retained, as per con tract,
pel' cent. to be paid by county,
per cent. to be paid by state,
Approved by Board of County Commissioners
of..,..~!.k-;t~.,.............,.........county
This...'t::...c,....day Of....!.~.w.f:..i......---..., 19j}J..
'"&,/,c; t:;.,.....A..L:.,. L.
..~....._..uu_...n__,.____.....fU~h~_.-:.h~~~~_~~_..,......_...._._u_.
Ohairman.
QUANTITY
5 5
3 4
6 50
1 00
ao
4rl
160
109
f:~g
f05
172
t1$
136
I
1~44 4
I
I
I
I
TOTAL
PREVIOUS
PRESENT
622 50
1102; 00
~6Sg 00
~250 00
1200 00
1240 00
I
I
I
I
i
I
I
I
I
I
I
i 453 .6
12' .:
1. ,
I
'1 If., , .0
'I~: ,
I
I
I
Leave this space blank for use of Highway Commissioner.
,
I hereby certify on honor that the above estimate is based upon actual m asurements and that the same is true and correct.
Cl/:~' --..... .............--... .. . ......~&.~t;rij~{ii~.~~~~...-
, ......__ .... .. ...... . ,......p---~----..... "'.~.. having first been duly sw ,do herebY.depos.e a..nd say that the above bWis
ue a iZ correct; that the work was a aZZJl Pe,,[tormji,d ana material furnished as therein charged; and that there is due me this
date according to c act, the sum of $........I..o.u.2..t..o..9.....................__......, and that t same or any part thereof has not been paid.
---- - ---9L:Cr-""=mm-- 1-_m_-::J!:??9~;:-
s ~~: ...l~.~~:~:..=:..~~i;~~iJ.............day A prov ...............................................................,................
State Highway Oomm188ioner.
ROAD & BRIDGE
AUDITOR'S
OFFICE
STATE OF WASHINGTON
Warrant N 0..___........___...._____.._,..._................___..........................___....
A mount, $.......___..___........_..,......___...............__...___................................
To.
Account of Appropriation for
"......--rt
Instructions-Read and Follow
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 registel".
Make out your claim on this sheet alone, in order to
avoid cumbering the files with useless paper.
C. W. CLAUSEN, State Auditor.
FRANK M. LAMBORN, PUBLIC PRINTER
STATE FORM No. 33-1917.
(TO BE USED FOR ROAD ESTIMATES ONLY)
ORIGINAL-DUPLICA!rE.
STATE OF WASHINGTON J \
TO _......u"u..J~me.,s.....H.........,c:O,1neu,......,......."...,",..,,.....,., ,..'uu uu'u'u...u_u, u...,...u...........,........ DR.
...._.........................Q.Q.t..'---...l.,..., lz9~.1.... (Postoffice Address) ...P.O.r.t.._.T.ownsend,......Wa.sh..................................................................................
Permanent Highway No.~Q....t.x.t...., County..Je.ff.e.r.s.On....~...., Contract, No............................, Estimate Noz....=.....r1.~lm...
PRICES QUANTITY TOTAL PREVIOUS PRESlllNT
295 0 5.5 1622 50 ~622'5 .1
300 0 3.41 ~2) 00 . 0.2'3. 0
6 6 50.00 658 00 658.0
1 2 1 00.00 250 00 250.P
2 5 80.00 200 00 200.0
0 4100.00 1240 00 240.0
i
I 1
1. Clearing,
per acre
2. Grubbing,
per acre
3. Common Excavation,
per cu. yd.
4. Loose Rock Excavation,
5. SoUd Rock Excavation,
per cu. yd.
per cu. yd.
6. Common Borrow
per cu. yd.
per cu. yd.
7. Loose Rock Borrow,
8. Overhaul for each 100 ft.
per cu. yd.
9. Rlprap, hand placed,
10. Slope Walls,
per cu. yd.
per cu. yd.
per cu. yd.
11. Concrete, 1st class,
12. Concrete, 2nd class,
per cu. yd.
13. Structural Steel Shapes in place
per lb.
per lb.
per IIn. ft.
pe r Un. ft.
per M. B. M.
per lin. ft.
per Un. ft.
per Un. ft.
per Un; ft.
per IIn. ft.
14. Reinforcing Steel in place,
15. Pipe Rail in place,
16. Guard Rail in place,
17. Timber in place,
18. Piling in place, below cut-off,
19. Piling in place, above cut-off,
20. Cribbing Logs in place,
21. Culvert Loga in place,
22. Porous Tile, in place, 4"
23. Porous Tilel'cin place, 6"
vorr.
C CU.lcrt Pipe, in place, 1,,2~Wl" IIn. ft.
C~nvert Pipe, in place, rll~wr Un. ft.
orr . ~
Culvert Pipe, in place, 24 , per Un. ft.
C~~rt Pipe, In place, ~~:r IIn. ft.
C ~!~rt Pipe, in place, ~~:1" Un. ft.
per Un. ft.
24.
25.
26.
27.
28.
29.
30.
31.
32.
Surfacing, in place, perOU . yd.
33. Force Account-per bills and resolution attached
Totals,
20 per cent. retained, as per contract,
per cent. to be paid by county,
per cent. to be paid by state,
Approved b Board of County Commissioners
!
of.-...... . ..._.~. .---.... '.~ ______.~..u..........___.....County
Tltis......~..;: ...day of.......a.d::7-.---.______, 19IJ.1...
........~::.~...<:.Z..~/~:{2t.fz~;~i;:;;~~:...........
.3
1 60 00
I
I
I
i
I
I
I
I .
i453 60
I
I
I 98 10
I 19 00
1410 00
1 36 00
1:590 00
2g8 00
i
/879 92
I
I
I
I
I
i
I
t
1
,
1 768.12
FINAL ESTIMATE
Leave this space blank for use of Highway Commissioner.
I 'or," oerUfy on 'on" 'ha' ~';;"" "umot, " ...,d -::':=m~~ ___:.. 2~
/"J/l_ _ , , . ( 1/ L~ /~ _ Oountll Engineer.
,...nr!::;;-- .T...'::!!:..f...~--.;tlZ..~---.<~,..:... ....n__.~' 'Ding first been duly sworn, 0 hereby depose ana .saY that the above bin i8
~~ a:,,~ orrect; that the work was acp(qJlJl2ertormea and material furnishea as therein charged; and that there is due me this
/ !late, ac ording to co ct, the sum of $___3.J..'.2....Q;;~_____.......,_______._____.___.., ana that same or any part the~ has not been paid.
:../ ("';L: - -------5Y::J!T-~;;_- ------- ,-:l!--T~-
S"''':;_~l:r:s::: " '~-:-:-'~~~~-- -- -=----... .' A.(:ovejl.____..............................._...._____........______..____......________
......___...___.__~--.--. __"n' ..... __.....____..._mm~:;~
(SEAL) . 'U u '.
- --;.<"" ~ ~n ___a_an. _. --.--------.___...._.... _.___. .:f{ _~._.___.__...._............................._......._............_..._............._..........._..._.............._.___.
State Highway Oomm.188ioner.
.9
.5
2 0
5
5.0
8.0
09 00
f38 00
05 00
72 00
i18.00
136 00
lt~4 4
I
1.8
.'
!
-.".-
ROAD l."-: BR.lDGE
AUDITOR'S
OFFICE
STATE OF WASHINGTON
Warrant N 0........._....-..-,....................__..__....................,..................
A mount, $._____...__.....__................__............................................,..........
To ..___.......,.................................................................... ..~....,..,_.....,~.........
Account of Appropriation for
.,..-'
Instructions-Read and Follow
Make vouchers in duplicate. Send original and duplicate
to State Highway Commissioner.
. Ee 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 sheet alone, in order to
avoid cumbering the files with useless paper.
C. W. CLAUSEN, State Auditm'.
FRANK M. LAMBORN, PUBLIC PIUNTER
STATE FORM No. 33-1917.
(TO BE USED FOR ROAD ESTIMATES ONLY)
ORIGINALr-DUPLICATE.
, ;f':- "
STATE OF WASHINGTON 1 1
TO _.....m'm.'.u_~.'.'.Q..mUOJU. ..m'...."..,"....'m.m.."...m.'mm..'...'...mum'....'.,............... 0 R.
..............................O-O.'-...---.1.,---,1l92.1.... (Post office Address) ....p.o.:r.t-.-.t'own..y.J........b....................................................................................
Permanent Highway No.4.0....ht.." County..J.e.tt-O-7:-aoU---....:., Contract, No............................, Estimate N01---..!!P.....I1n&1-.....
1. Clearing,
per acre
2. Grubbing,
per acre
3. Common Excavation,
per cu. yd.
4. Loose Rock Excavation,
5. Solid Rock Excavation,
6. Common Borrow
per cu. yd.
per cu. yd.
per cu. yd.
per cu. yd.
7. Loose Rock Borrow,
8. Overhaul for each 100 ft.
per cu. yd.
per cu. yd.
per cu. yd.
9. Rlprap, hand placed,
10. Slope Walls,
11. Concrete, 1st class,
12. Concrete, 2nd class,
per cu. yd.
per cu. yd.
13. Structural Steel Shapes in place
14. Reinforcing Steel in place,
15. Pipe Rail in place,
16. Guard Rail in place,
per lb.
per lb.
per !in. ft.
per Un. ft.
per M. B. M.
per !in. ft.
per Un. ft.
per !in. ft.
17. Timber in place,
18. Piling in place, below cut.olf,
19. Piling in place, above cut.olf,
20. Cribbing Logs in place,
21. Culvert Logs in place,
per !in. ft.
22. Porous Tile, In place, 4"
per !in. ft.
23. Porous Tilt:\)ffl 6" . per !in. ft.
06tilJrt Pipe, in place, !:!lJlr IIn. ft.
Oo1l~r~ Pipe, in place, 18'lJlr !in. ft.
o8~:ar~ Pipe, in place, ~f+.wr !In. ft.
o8icsr; PiJ;le, in place, ~Owr !in. ft.
Culvert Pipe, in place, 30", per !in. ft.
24.
25.
26.
27.
28.
29.
30.
31.
32.
Surfacing, in place, perCU .. yd ·
33. Force Account-per bills and resolution attached
'Totals,
20 per cent. retained as er contract
per cent. to be paid by county,
per cent. to be paid by state,
PRICES
295
'00 0
6
1 2
2 5
QUANTITY
5.
3~
6 SO.
1 00.
~::
1 60.00
09.00
138.00
~05.00
t 12 .00
11~.OO
136.00
1~l+4.4
I
I
,
I
I
I
I
I
,
I
I
i
Approved by Board of County Commissioners
~.)'..
of......-r..:..T;r-:7c::2!::~:::-!.:::,~..---...,......County
Thi8...+:...~day of......a~.+....---...., 1916/
.....,-:;. . "
z;iol" " '/ l .
.....................4..~/1?::1r.~h:;;;~~:m......:.
TOTAL
.1;2.,. 2 50
1 23 00
4 58 00
l~~ g~
i
F40 00
I
,
I
r
I
I
I
I
!453 60
I
I
1 98 10
1 19 00
~lO 00
i ;6 00
!590 00
12SB 00
1
11879 92
;
I
I
I
I
I
PREVIOUS
FINAL ESTIlUTE
Leave this space blank for use of Highway Commissioner.
PRESENT
!
I
I
I
I
I
I
I
I
1
, I
i
I
I
I
I
I
I
I
I
I
i
State Highway Oommi88wner.
"'"
r'
I
!
i
AUDITOR'S
OFFICE
STATE OF WASHINGTON
Warrant N O...nn....nn'...n.........____nnn'__._'....n............._............,......
A mount, $......'..._...n...n'__...............__..................................................
T O.__n....._'n..nn..n.....'n.................'____n...........................~.n...........-nn.n...
Account of Appropriation for
~--
Instructions-Read and Follow
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 sheet alone, in order to
avoid cumbering the files with useless paper.
C. W. CLAUSEN, State Auditor.
FRANK M, LAMBORN, PUBLIC PRINTER
STATE FORM: No. 33-1917.
(TO BE USED FOR ROAD ESTIMATES ONLY)
ORIGINAL-DUPLICATE.
STATE OF WASHINGTON J
--(QJeLL-2J_-~~~;~l1 (Po,'ofllee Addr~;;~~.~=__==~==.~===~_____________
Permanent Highway Noue.....f'i.t...., County..............................................., Contract. No........_...........:......, Estimate No..........-::J-.....................
r
1. Clearing,
2. Grubbing,
per acre
per acre
3. Common Excavation,
per cu. yd.
per cu. yd.
per cu. yd.
4. Loose Rock Excavation,
5. Solid Rock Excavation,
6. Common Borrow
per cu. yd.
per cu. yd.
per cu. yd.
per cu. yd.
per cu. yd.
per cu. yd.
7. Loose Rock Borrow,
8. Overhaul for each 100 ft.
9. Riprap, hand placed,
10. Slope Walls,
11. Concrete, 1st class,
12. Concrete, 2nd class,
per cu. yd.
13. Structural Steel Shapes in place
per lb.
per lb.
per !in. ft.
per !in. ft.
per M. B. M.
per lin. ft.
per !in. ft.
per IIn. ft.
14. Reinforcing Steel in place,
15. Pipe Rail in place,
16. Guard Rail in place,
17. Timber in place,
18. Piling in place, below cut-olf,
19. Piling In place, above cut-oif,
20. Cribbing Logs in place,
21. Culvert Logs in place,
per !in. ft.
22. Porous Tile, in place, 4"
23. Porous Tile, in place, 6"
per !in. ft.
per IIn. ft.
24.
Culvert Pipe, in place, 12", per IIn. ft.
Culvert Pipe, in place, 18", per IIn. ft.
Culvert Pipe, in place, 24", per !in. ft.
Culvert Pipe, in place, 30", per !in. ft.
Culvert Pipe, in place, 30", per !in..ft.
25.
26.
27.
28.
29.
30.
31.
32.
Surfacing, in place, per
33. Force Account-per bills and resolution attached
Totals,
20 per cent. retained, as per contract,
per cent. to be paid by county,
per cent. to be paid by state,
\
Approved by Board of County Commissioners
of................._...........................................................County
This..................day of......................................., 191......
Ohairman.
PRICES
11" ~O
..300 ~
t~
/ ,..{
')..-J7)
?J&
l1t
'10
uO
~;5oll
~O'I
o;t:>OII
1I00i
/ to
QUANTITY
TOTAL
I ,~~~/ I
i ~ ["0 I
lit' "
I 50
I ~OOO
Ii'
I I
I !
I 1
I I
I
I ~ z.z. FO
If'1.J~() .
.t-l1b vi () 0
I
/!1.11-0" "
~oo~o
lw 100
I
I
I
I
I
I
i
!
t
!
i
I
,
I
I
I
IurJ ~..Gl
I
I
!
I
I
PREVIOUS
/ ~ ~ - ,vz;.
! l.o'"2-j 0.0
'4'1'("$ ~ Q
J I!?-ro () ()
r~o c: O()
I
~o , i'
I
I
I
,
I
I
I
i
I
I
I
!
fli3,t)
I
I
1 t?tCIO
I 'c6
i I?b~
1-11 ft)i(;Jt:J
! ${;, {!)O
!.r-? 0 t> ()
b,( t (; Q
t
,
I
lll?7!).
I
I
I
I
I
I
I
i
,
,
,
I ~7681 ~
,3Vf,o.3
?V7t ()J
!
I
PRESENT
.-
-
-....'
I ---..
j
I
I
I
I'~-.
I~
i"-~ ,-,
1,-,'" ,..,
I
r~
I
I
I
!
--'. ,-. i
,
I
J /91. O~
$1/77. a.3
,
i
I hereby certify on honor that the above estimate is based upon actuaZ measurements and that the same is true and correct.
i
,
I
I
I
I
I
I
i
I
i
I
I
I
,
1
I
I
I!JkO 00
I
1/0?
; 3$;
!~.5'i
i 7J1
ill i
i 361
;rql
I '
I I
I I
I
I
?f1o
/fioO
WI 010 0
, ,
: 3/pit>O
I I
'.$"1 0 00
I~,g& Of) ,
I
I
I ~t 7'19. ,...
I
I
I
I
I
I
/211 bt / 1--'
I
,
,
,
i
!
I
I
i 12-7 It /,V'
I 117
I
Oounty Engineer.
I, mm....______...........mm...m..mm......___.___..___....___mm' having first been duZy sworn, do hereby depose and say that the above bin is
true and correct; that the work was actuaZZy performed and materiaZ furnished as therein charged; and that there is due me this
date, according to contract, the sum of $.m..3.L.'.~m~..O..~m..'m.....m, and that the same or any part thereof has not been paid.
, .
h/?'a I
Leave this space blank for use of Highway Commissioner.
(SIGN HERE) ......................mm...m............______.............m..............'.m'___..........,...... for m...m...................mm...m.....................m......'....m.mm...........
Olaimant.
Subscribed and sworn to before me thism..mmm.m....m.......day
of.............___...........___.___.................m..' 191..___.
(SEAL)
Notary Publio.
Residing at...................m............................m.....
A.pproved..m....___...mm.m.mmm.m..m.m..........m...........___.....
State Highway Oommis8ioner.
.....'
AUDITOR'S
OFFICE
STATE OF WASHINGTON
Warrant N 0........._.............,.....____.....................................,.............
A mount, $.....................___...................................................................
To..
Account of Appropriation for
~-,
Instructions-Read and Follow
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 registel".
Make out your claim on this sheet alone, in order to
avoid cumbering the tiles with useless paper.
C. W. CLAUSEN, State Audita!'.
FRANK M. LAMBORN, PUBLIC PRINTER
I
L__
FORM 358
PIONEER B'DY. & P'TG. CO., T~COMA.-,;'451,9'2
'/!1/? c: <:" ,I)). ,"', (..f /~O /~77 X // ~ ~,.~ .../, 1:,n .- "-,:./;,'L..
/ ,: (..,I......,"-.....i ---, ......,.,'t:./ / (" ...... / l;./ I' ,. ('1';:-/ ,,\;~ / V r
~-:::.::::> " / '"
co<m:T ;~~~:_~~:~:~~~:'___ } ~s:~ ~. c" q /7 M 7 /-~ 5' ~ I A?}~ . -r c-
In the Matter of the Petition of "
.........__...................______.__.............__.....____...................................................... et ai.
For aCount:y Road to be known as the
Field Notes
.........______...............__.___.__...____................____..........___........___.__...___............... Road.
S /0',
/26743
Z-bi7/
1J-7-1-CO
f ~3
-r.s-I J;.-
/ .z. t' -f t! ()
/Z.9.f Itc
Said road commences at ...__..............__.....__.,________.......______,...,__.....__..___.__.____..__.__.__,.,...__.__....__.__._______,....______.__...........__...........................__..__.................
7/a~ --fSCC,
(}ctv' ;:; /1
Aci'docT
Ct:t-l '/111
h//
(]o~../", ~/a.J?~/i"?
/0 7i? /
/)4 c:.[S s
Cav
c;:;;
o
.3..s~ .s
J
..;r. Co
..3 9, /
fJ 9. J
7'J~1
I
..5-; I 7"2. t. /, 2-
1:1. "7 -
I I" t? /, .5
172-
--jk7. 7'
- 9 ~I r -sf, t'
-4"2.7. 9 -179,;7
~~3
t..3
j.t) ,4
Vo /b. ~
: r-/ ,.-,
~,/ '(;
i
/0 ~rfr cf -/~ 6c{, f> ,-/U4{.,S-
: 70e;, 7
:37 j>
1 9-f. ..S'
-77~.s · - Z3f/'()
I
I
i
I
! r..3 ,/;;.S; '2.
i
,
i 7'~'
i
I
,";-1
/c.7
/...1 /.-f
-/~o,l - 21"1,7
i /]. 7., ~ i- "].3.3 1,:;.
..[,4 ~;..
I 2:'1, (; ,
/'J-2.C:.
G?, (.
tf
-f /3----
1.3/-100
,.-
-I '] 3-~
,..J
REMARKS
, v
Distance, Distance,
Feet Chains
COURSE
I;", W ,
1
II
J;..J
-f / b, /
- ') " .JG,! 4-
-}.tJ,!/, '1
/b, I
IrS),. 1/,
'}~11
! 7-1. S-
-1/1-9, ..,r
00,(,1
-I ~ t" J -- # () 1 J.~ 4-
-!- 6" ~ 9 - / "?.3~, -J-
~1
/'" .'-
(~ (:,,1 ,.)
-/1-1..J: 7~ S,
,'171.f b g;' (.)
/J-z-ftJo .37.3
cf';' '1
70: C
-r 7..J: t i - /6"..} 7, ~
-I- --Yj', )- - / .? /1-) 7
-/ /33. r;, - / b t ! I /
c:.7
7, J--
0,9
~3,)..
IJJ-f{)iJ /~7.S9
), b, ()
/336:
o
+ 71r -- /3.&
k: 134 i-() 0
13Sftio
-T 4'0
.d
--f t 0 --
/3 b -f 0 c)
-I 3~~
1.3 7 -I- tio
l_
/,~o
-IJ'7,c, -IG?.J",,r
J~ C
);, 9
b. J~
:5,?-
-I C" J-
-/(,3h 0
3 "Z, C;")/' /' {/ , J'"' /.~ 0
~ J- / / t1 . .3 )..,?,
I ...<,- -f',,; r
('" /, 6 I -7 3 J-: I-/' b C,/, I
I/...r; y
-log? I -/7o~P.
s: ...r ~ ;:
I,~ It,g'C, /,:;
(7
J. /)
-/7g/, ~
J., (;
tf'c, r;
,4
-7!.()
(14)-'f ).,(:,
7. ~"
() ?, ()
i-, 7
-t 1(7. ~ - / h ~ g ".S-
J.. 4-1. #/ g. &
i f J sv, ()
-/"Y?!. J
-ltJS3, pi
,')," J-!1, 0
" """~
JL/7{;9 )7, I
-"4' 7' ')~ ns . . I)! I
I , r",t. t" 1':;,-- I'
Jb~' 7
',c
/2,,'/ F&7 #./
'J..7'- 7.9.....
--13(4;7
, / \.:
:, -? ~.::.~. _...:-
- .3{; 3. ,
:I 1 t9. r;,
-.j-g. 2.. -$ ?/3.
- ~f!7f~ -17 '/.}, 7
- ~ /7, if -..1 f" II. .1-
, - I l~h -.3s~', I
- I 6f, 9 -37J-.r:d
- /3 J~ 7 - ?-3i',-..J
-119(.1 -"),)/3,(;,
11-77./ '-31";3,7
-I ~13, ,r . - 7c'7t. V'
.f2-6~7 -;t!tJ.!:::'
l' 37'?, 3 ' -.f7'ftJ,.
-J It?' 0 -3J>/~, I
-f 3 I 1, 7 - .3 117, (
f {, z tf, I - J-I o(J, '1
r 71":': , 3 - t/ y"s--?! ?
-I1)'),g -7'1-.j/.~
-d
.' ~
,
]
. -S'7.Jb, i
- .s7 '], 1. 0
-1;7,'1
- J'),f. 7
1
l:Jt7
Il71 C,
/ ~e. 7
0/7,0
44~4
/70.9
//7. '1
--s - )- 8', 7
/ tJ .f; f; f ' - I (J f J. f : -0":l f,
. . ..
{, (oJ; s- i ~'I s-; 0' : -7'/~7, '7'-1 ,~
'~-9 J'": g, ! -07.): f'
J':;S": () i -5;0',11 l -1'j),g: / ,
- 137',6
'7$ 9. ~
1 t )".f~ ! - 7f;--.J-
of" 7? /
-1.3 t- F. j
-( :j J-C; '1
+- /tf7. / i-Ii 77,.j
-<f~ I
-7, I 1-/" 6 t:f.,~
\
-,,37:1' 1-/";00..3'
/11e?,ss
LJ,~I-P/J
.J>.:s~
-IO~" I
j", .3,
",3 ~ of
.J~ f
, v
REMARKS
~. / / C. c ~ If
."'.......,..
~?{~.
-
$.':' go 0.,$ ,{.
7~. --!"r
/ ef '1. C.
.3J-' 7--:
413'l,r
J-e -4'! 7
/9j, 'I
27/';/
J .7/.-.3
/ C 1-/ a
.} /4.7
74~,3
/Jj..f
",'"
6),f:; !
/ fI? g-:
/9;;.. ?-:-
.3 6J~ ~
3 J-?' j
"
it'z I
J t: ?--
';y 1, 7
"'~
L. C{ "I-
r; to I
~l~n~.
/).., "2-
If.?-
/..r. f
..s-', ~
...;0 . 1-
I J-: .r
t:~
/(. # }
~/f;S
'.n1QtAn1"po
ItC.~
C F l., ~. i
~ ;;. 1 1
,.s-~-&:r:,,"_J_o_S-c, ,
,/ .., ~I :?
C;j,~ /-;",J /..,;,()
r,
"
/3. (/
II, 1-
I~?
1.(, ~
/6."1
-.7.7
1/. it
cf'. "
:z. "
/ /f', p
/..r: 0
.7-7 1/6.?
~t.o
s: 71
I
"
I'
f!. f
......t;-1, /
7J; ()
tf.s-. 4-
71. /
6, C, I -j{ 9
h. ~
~, J~
t. J-
l..r3, .j
i
/ fa. ~-~r
r'J-c. y ! /Jt:,r: Cf
I
I~t,.; 0
10' b /, (.
I
i/,..>f: f
3t~.f :
Ut71
447,-51
I
I
,
'tJ-~, / i
I
r~.I.
i
I
.J t)(, !
120. 2-
l' 3/, J-
r: I..). I
/16,()O I /t)? ~
fft 'j
1/~~, 7
/ eft. ~
,
.f~rS,111
I
I
..:It). 0 / I
/ S's-. 1- ! ~");
!
i
3 /.. , I lit. J-I ..5-: ~ I s: ?
I/' 4--
l,f I )...7
, "
,)-Jr.!
'.,
~~) i I ....r~!
.z'~1I'4kl~" /0
Dista~ Distanc.e,
Feet Chains
r: /1
/C? T ..1<.sC'C.
COURSE
,-1'- / /
//
-/H
-f .3 G !J.
/~t'-I- rJ 0
//1711 0
f 'j',5>J
/~(,fIJO
-/?,C f!
/-"16 f-~ 0
j'/-f"C'r 7.$'S\
( /.y..J"'J-~ SI--
I.t.JIJ- -I- c 0
-I st .9
/ -1-f-:ftJ I
'16/.7
-f I~_f
11-3-ftJt)
/1-Zf-(J.()
-IS?~
-f- (, I J'
1~/-rtJO
-f ~),,;J
-i }7
-i.s-y
-I- .3cJ
-I- )- 7:.1-
..r /b
l..yo of 0 (
,..
r1)-'--
f 'V'J 1:
/ .3f-l ? (.
-+ .J(;
-t 7~ %
/J'tf+dlJ
-!-sff'
STA.
c~
,,~~.l3..
,""VUA.~.Q'
'1 Ic4~
-7 3 '1 -- J 13, 3
...
t If' 1.1{,3 //0,.3
f 11J
I
"J,f, 11 j'J'".2-
/S'o -I- ,,5-/::l /-rt 'V 7'(, )..-
l,<rl+~O
I g!. 1 i ~:lc1?-
Feet . Chains'
L}
/() ,
f.
7, t/,o
2-,fc
7,t
J:t.-
J,S-
7, c
~,l
//L/ ~ 3 /"" (7 "'-', v 0~, 7
-r 77"- S, j ..::;(~(} a ..:J '
/ ":f),, l' t7 d / "t. ffJ 0- ~-; 'i 7, :3 j -: (,
..\-
TJ~ --- / c.4~ J). f I 3,7 3,7-
/J3f 00,
-I 7 f..i
lo,n eft.!? f,./
,.
,
J.~~!~>ol,Sy J.. ~
IS- ~ 1- p f.J- - /7', b3 ,2 7, 0 :J , S
/J~~ f J-O
6/,J- 7-3, If
-I- 71,j.- 7.3, )/
/ ..)'"".s-I ~ () /-?l6! 'Z--
/ f- lJ..:i
/.s-c, of- () (;
f ~~:::i
/.rl~ ~ 0
f- sf .:l
/J-IfO 0
I
-f.)()
+ t. /f j,.-
~ 4 '
.... /0"",-1 t ()
/~-9 -I ,t/1-:!!
/'0+' ,.>
(tit 60
~_ --;--fb .1-
-f-t'.r
/''-'f 00
/~s-l. S"
7?!..r
7/7cJ
/..;f,O
7,;
il
1'1. v
C,?
;/ s-
, .
t,o
"
liJ,l
}.,'1
.eyo.3- 7
'j L';/1( I
..J.e,?
"...::;. 7- Co
I 1,,.,...."-1
t / ,- ~Ji"/
"----.~7Z I
.:/.fj; _,~)
..If..r
?-. /, '1
I -'I ,J
19, '1
;'3, 4-
,1.c, I
'-, J 7~J-
,pc,S
/.,Y2-,O
/ tP 7 tJ, 7
.I/~-; 2-
7~f"r
1"1. ~/r/ ..:},;, J:[3 ~f
.ft,l-- ~ J,.- ~.s~ () J, tJ 7 j,JJ~..r ..>.3. ).7
~ .!;,-
. ,
~c..
S:s-
,~~ J,-
~.g
/0, II
so,! /3.1 s; ~
f~J,J" Fly, z, 3. ~ /~ 7
v
~-'/t', ~
t./a
1.66,4---
/~j
.33]" V".
/C2;. C.
J~f, J
/, .3 S-6, /
,/
/. 7 23;; r -:j I, t ~ 2.), '[> 1.'2,1
-fS-,i-i f'~/r' I, .,')-J- J,J-
//', Il.?
/! 3
3,1,7
/0 J-, g
1.;t, 7~
t; 2.7
6/, r'
..3 t, tJ
If, ?
II f, h
.;;/, 1
"j~ l
3 G. J--
--'r~_,-___ -'.,
, I
I
j
I
-j -rc..}, 7 -7 J/ 6,
It), '1
~t f-S-f ~ (/, P 11C, 0 /3. & /9. ~ /:.:J, ~
f -f '1'-1 f_ L "
b:1 -f .lJl~!} $2,11 i rO.2- s:?- i 0 0-tf,2-
1-/3).,[> ,-2.~~.t
i -7\/ !~'.?1:.r/'3
I -f:!r1' .y'
" '. .~--.....
(--I 7'~-; a -z.~66..3
I "-.i- ~
i /:rJ#. j. i -'Jf/,1-
'------.:---..-----.
- ~ (, 2- z"! /~7'
- 5'7. C. - 7. rSJ,~
-/ ?I/: J"
- "2-/, 7
- & cf, '1 f t ,j../J':
,
- 1"1. J :- z t:/tJ,
-II,? .l(,-:;,~).
+ t" c; J ~ ~J-,3,j
.,? / ..s-:z" 0 _I Z--.:3 7), ,j
l'
~ "
-f /070,7 ";"'/3 do~t
-f ~fJ-; '2--- -oJ.s-;
-Il~tf.J- -g~7
-i 0-~~. 9/...; .It''6o,C;,
2.1-l-J';",s-- i -,,13 7~, Z- ,-/912..1
1. ~ 21..r".O -';, I .t 1S.~ 13:1 - :'2)), J.. J 7). ?
I 1"'1
{. 7S': .r
j.J:s-:t'
/tJg', '1
11, ~
\'
.5-
, ,0 , t
~_z'!rl i-..f./f.4
~,,,'.-
/t-t /
'.1
-231p.d -11:-!z4-
'.J-:z. 1'2,,3 _/ftJ()tJ. /
-f- bto --!.J~~J:;
,-I ? 60" 4--J~s9,l
-I / L/0~ .3 --1, 'i I~,
"/ J J"")..).. -2's-tl;,_
-I- /C;Z. ~ --.2,1;11;(,
t 3,Jj t.1-~~ lp, ..r
/ ~ 4 -t 41.7 -/.I1'vi 8"-
1-, 2,")
117.-g"
..z /~:~
~.
1"~2---
[,
I
/, ,
-.s:- 2-
€~~;:/
- UtJ. 3 "';"'~79, I
- / /'1 P' ---~,? j'.
- ;2..tJ/'? -2t~o.l
-t /~o -:m'-7
T JI () -.i-tff J,J
-I ,;;. ~ 1,
~ _.d~~._..,_.___.:._...:..;....~~_........,.
~
STA.
/hvrOD
z,
i-I[-
7"-- .j()
/bb--l(10
";
...~, l;i
/,?,C
..l91.$1f
,reo Jl'i C.;v
I 'J.tl ;2" 'h7
i
I ,
'.J'},77 Ilt,(.!.
j, 3
1..r
.b
.3, ~ 2,1
,}
?.J- //, ~
h' J-- J -I. c.
t S--~ t" .3 ?1.. ~.~r
d
1-14- 4lo ~ /s,,"'!
Ie. '7-1 00
-f-J-.c...E..
/(rf-(OO
-,L /7
LJ.":/ (3, P
1P
bb. . <) 10, or
~7.)...( _
j'l/
/.y; ,
1#
10
(;.' -
Y L,I,
(/"
2--F 7
/bfrtJO I-S-~' l..3,it t~,,;: Jj,4
1
-f ~2.-- 70 ;2,J-.J /.3 , f'
170--f-~()
/77. .J' -t.J~
)17 r
SS-6",I2.
12.J'"
-( 2..1- 471: j /7, J-
/7/-1 () tJ ~j., () /f,:?J 3, 9 /, J
f-Jb
r7G
~ .
17;&i6~
I- ?.z 1
337..1
.$0 . Co
t,7
3,0
J~J
J3.7
If
,_.~
~ (J ../, ..;-
..!J-j: t..
0~7
,77.'2--
I'z...c;
4-r; 4'
b.f, ()
bO/,?
/ 0:. C"/
(; v ,
/bt, I
7/~, .3
0- b j, ~
~fc, go
2h,7
~ (,
..? I, .3
C, f
) t, 2--
C/2~?
) 7C, 7
1.s~"2-. r
/ f, J---
f.},7
J?{.J....
y~cf. .J
~/, (
-I'.J)' J. Z -/ 11_2,1~~,
I"~", .
i .'\
-r ~/,~ -/ft /. I '.,
;.;- j..CJ - -/rz.s. ~,
I '
- tt,} ;-/9/f;3
- "') J~f, 0 2-!7~.~
- / t' (,. j i-k'~lf.1
-I J" 7. J .-r - 1-7. 21.~
-I-'O),g -'/b/1',1
-I fJ-;:v -. 1~-~f1'f,
--.?/6:.j- ~ /r~/;j
- {, ~2, v - ~+j'.J/~
"'I 7/? I 3- /7t;'hdJ:
'I J"6 f. --" -1/ rt; 1f-
f 7"7h, ~ - 70/" "
-f J-; f --'<It!': 1-
.3 77. J-- - 377, ,I" /0 lJi~
. --:.? j, 71 - 3l3,""" -l#~jt'
~,' I..
-L} ">
..,,:5," ~
r-J
-j i/~7
'/~4:t.,()
.4 /. ~ f' 'f, t' -I 71'( f? -/rp cfl,'J!;
, 1< q i:5. -I '3 .~t>
~g J (,;,/ :;;' ']. ~ ! ,{~J -; ('I); \ ~ <;!.ol f,f'/ ~(;,3Y: f<f
I hereby certify fhJt the field notes and maps herewith submitted are correctly prepared, and
#t
that the survey was made on.. .___..._ ____. _____ ___ _____ __ __ ___ ___. _. ___ _ _ ___ __. ____ __ ____ - ______________ __u _____ u..
/l...JfOO
c c
<;. <;
~ u
8 ~
0:: CS .....
"'l::l 0
tl
o
0::
Dated this,_______. _______ ___.______. ___ ____..___,day oL.. _ _ _ _ _ __ _. _ _. _ _ __ _. _ _ _ _ ___ _._ ___ _ _ _ _.19__ ____,
_. _ _ _.. _ _ _ _ - -. . - __ -. - - - - - - - - - -.... - - - -. - - -. - -- _" -- - - _ _ _ _ _. _ - -. _ _ _ _ _ _ _ _ _ _ _ _ _ ,C 0 unty Engineer
~
....
'"
t:
<::>
~
:.E
~
.....
o
'"
~
Vi
.....
o
I::
:-5
0:;
Q...
'"
':5
6-
....
~
~
...
':5
I::
......
~
I::
::s
..s U
d
~ \.
'"I:i
tl
o
0::
l::
1:\
o
..t
'"
..0
.2
"'l::l",
tl,.,t::
0-
0::'"
tl
~
5
o
U
tl
....
~
rn
~
~
o
z
o
~
~
H
~
:;;:
~
6-
.:b
t
~.:~,"
'~?",'~
FORM 358
PIONEER B'DY. & P'TG. CO., TACO~,~451.~.:
1
r
STATE OF WASHINGTON, }
County of ..___._,______,_______...u..........___...,..u'u___u.______.u______....... 55.
In the Matter of the Petition of
Field Notes
..___.u.uuuu..............uu___uu....___.................................................................... et al.
For a County Road to be known as the
\.
___uu.u...___.............,...u...u.......................u......................______u................... Road.
Said road commences at ..---.i..u.u.....,...:........J............uuu....r..'....u.,..uu..u.u......,......u.___.u.....___...........u...u..:..___..'u...............................;;;;;;;;.; S
//c<>IV-5G'C' " AC(dd! -rotal L/1f!;Jra/7y
: Ca 1 i ;Z:I' II , Ca f hll CC( -I 0/1, Cr or /7 -?;?tJ
1- .f'.2-~ 0 I
~2-:.r z~0 -( 7- -1' ZJ ~ - 6~~ ~..
-------- I
2- f, .r 7).. r - ~J. ~ -,'~ ff,ot/f:
I '7?'J 4- - /9~ .r - g,f'.s7 r
/ZRf:J/' -12jf,.r -2/l'f;3
~ l,.v I
/7..J 1- 0- , J.,JJ"; III
I
I I,
! -. I
: 2-J-; ~ i 6.1-. r
, i
I
! 17 f: ,C:-
illl/,1-
i
I
-t 7~ 11J6,J"';
17J-j-?O '/J-,{j~ j/,{O :
. / " '
-I- ~~ -" 1"3.7..'
i
.J 1I: IJf
I
I
/J-,17i
I
coU\RSE
i
,,:,!-oV
Co t (~
, J-Ia,
/741-00
-f14
-r~0
/7~ -I-tJ 0
17 f 00
STA.
/7 f -( 0 0
-flte.
/71f~()
-f II
/ft+ bO
It/rOO
.d
--I1S' -
1!~--I-6(;
--I .z 0
,V6~ 1.
I
I
.1
.--J
'~
j
I
!
3,/
s;
/7, r
01/7, I
,9s, ?:> /rJ.fd,,/ - /0..1 0, / : '-3 2tJ4; ~
i
.,5-. -z.- 7,1 ',.!.! ' '"2..-- 1f, / - .s-7. 1 r- .J~(h.3"
:
/rJ . .,t J,.) .t/,:;.. "f" -:J3 -r: J 1-.3 op..f, 0
I ! . .... f
IS-, t;:, .,yl ~ , 7 .,I- *~'l
i ~, (; Jtj/, ..., -I J ~/, 7
/
Distance, Distance, REMARKS
Feet Chains
i
~lrfq! .t.~,()
!
I " f ; bt? ("
i
I
l~,1' I /,,~ .2,,~
:
s-,?, 1/ J-,.$7 I ~.
I
I
4 '4f 1::'
/f~ ' I / c. /..1, CJ
I
/-// ,
...,.. """fc-, <J
~/, 9'
r:-~;; '1 '-I CJ!j.7
.13~~,,() I,t~~~'t
I 7 /, ~- i-l.s-l?-. ~
J .,It;?, cJ
If, I 73, 0 /, .s:.....
;; J-- (" z- / C, g;
-/0.'
i 101,7
-I47,Z ~o
," /s-72-.1
I '
t 4'b.f;"' .(;
~fr.J~'Y
.1 (" ()
1),8 3 ~ 0 ;;:%
G ft),o
~7..r: /
V(J71f6
I ..
16~-I 00 :1{,4 i It; 9.7
/ v LI f- ~ 1% /' '7'--
CJ -; ...z/~ ,0 i I'~
z.y~.o 7.( ;: b~: r
:3 st.~/' It, C 377, I
7.3.fJ l,f 10.-1
'0
3f .Ie ~. .7 7~pf qV' ~ (., . C. lf1J. 1; -.3,1 'V~.o --- C:4 yq . / -
/fJ'-loO
I t.s-+ (J 6
-f 7/ ~-
It' i (; 0
L"
-I- 2/, c;; ..?Ii /':(k,'
- 7s-9,0 -/7:J>.fXe,
I
- ...s ~ ? 2-. ( 0: ~..T:3,'Z-
1~7- J-
/ 16~ul
.- .
- /ltf.2. I
~ 13 ~ 2-
-.)#.$..C..3
,
I
~ C. () Ie. 7
-1':4, ~
~JJrbtJ
,
-I 1;L.Jf r jj~.t:' ~
-I Z~J: 7 i-3 ~'7:r: 1
!-I37ll "'J7~?
-f /~()."'7- ---2(,IjZ.t
/ f&, ~
I~, I
v
J.-.J2, I
.7
0.:0
.... ---- ----....-...........--..-
v'd I {
STA.
_ ,i, rJ'
Jf' +7 i~).t.-~ J
If7 -f 06
I- .J ()
If Sf 00
/ t7f(JO
If~OO
,., 11~i$D
if/-! oOj
+$:fJv
1't.Z-too
-f 1f:!
/13 leu
1-Y70 0
f7?
Ir..J+~()
I
-I.~ '1-
Ift-106
I '11f- 0 D
-I-~'l-.1
/'If-l-oo
19fi 00
t~~f- fJ()
~ el--! cO
j()zY-oo
2{)S-f60
() 4T~ 0
-f- J-6 ~
.t ~ ~- --I 0 0
..-1,-'
-f-ru--
.to 6--1- ~o
i.)fE
-f7/.!-
7- DO
~~S,"C, c
:if. S
.3 bl4f
t J:.;/
/1:1: 0
'13,0
/a 70:
,5', s:-
I J. ()
/~o
11,0
/J,~
",j,o
J...3 f) I 6 I)" 0
.3.7 ~\Oi /3. D
17;' f I Ie}, 0
:, t\ i,
'; t,J'. 3
~t:()
/',,J
%, f
~.3. ..1: 6 J-(,. 0 ..z ~.() 02, (.
;2~0' O. If, J- ~tJ.'J,..- J, f
;: p i, J-:-
37.t
s;f?
2 I -'I
/77./ : /f3 t.3 (.
7t, j 51.1 /-, 6
/,(
.$;9
)..,?, 9 r;~ 0 ?.J ~, .(
:l.J.1 /13. J.- I7.J" 1~3
..z,bJ(;
.z.~,o
Zb,O
/0, 7' J ..J; Z Z c. ()
7. f )f, /"
~t: 7
/~/ ~
)(, f
///.1 /1. f
/3f:r. /'t J,...
(,.3. 4- 9. l
.5'/,3 / i, r ,~~',/
2,1 /J;3 z, p}
3 ~ ,if:~.L~U., ~n;~ J..~,
/(.2.
1--', )
~,tj
,s
.,},J.----
/,?
;,?
l,S-
/tJ7q-/S
--I- z.( i_It 7t.3
I
-I- (,6, f 1-/~/7,'.r
I
-I /~S. J - -/1'f-.ttf/ ~
!
,
-I / J-.J, / ~)~ 7"'~,f
-f ll, ,,--1- /"tt: 1-
1
I
2 tJ, .3 -:fi~:t,'i' i-I ;Z 1;'.3
i / " f 1. - / I,! I_~,
,
G. ..' 1 ~,./ I
. 4 "Y / I :... ___ . J __
,t
",2 ;;J-: ~ I ~
J3,f
"If. "I i
'If,-f
/16, 0
/~" 0
/z() . ()
). ~~, c--'
:311,0
/10 ,7
~j',J-
J;.6 ?, 2-
11~..3
-fb ' l...
2~d,7
Ji. ~
}J-:3
flf
'-'1..-:;-
/ ~;!2:
/~/r.:.";
/ /R, "y
/ .5-3, G
7"'X f?
3~. 9.
"<'2,6
Co,,!
/ :t3.J-
(J:3: I
72,.J
'~"k;,:... .J s 0
'I [r
/7~C
..s- / 1/, P
t:, E> 0, {,
Z~, j
.2-1. 2-
t'J; C.
71J, f
/J" 7, l>
12ft?
/ ~.3, 7
. . 1'_
/3 1,.1.-
i 1/4
\ ,..... ~
,
..c .;/
..3?tl
1$ r
.r 33,? -~Jti.'..j
,
: -} ..y~ f ~ )-- ~ ')..tj.~ Q..,__
~ /: j
, 1
. 'lC 1- [_'oN
-f'- {),. \ 7- / 77;'j.,
I '
: -+ 17~. () !- '), 0 li.f.(,
i
-(- /O(.() L/?9(,~
,-7 I~O, 0-/7 lR:()'.
, -; .z ~.7, 0 ':-/ ,.fj.r. "
-f- '.3/f '1t {) )-/./ t'a,.(,
I .
of 17tJ/j :-,1rfl
: ' -/71. (. J 11?,f";'
- J-/~ J7 :-/6 7(); I
v
- 6.:3 f: / ,:-1 }7tl G--
f2~,J": / - .z~f.4...,J
-f / I~.j :-/9 6f.~
I '
-J 4d;.(3 1- 1f/1,t. g.
; . .
7/77, ~-- 1- /79f..,/
1 .) ').. 7 ;- /71'. ~i
- j"J~ / :-/7~7, 7
-I/~/f -//"1..;
tJj~:-/f'ff; t
,.../!
, - /1/.3.7-/9 t, f,
-t f 1 0; - /1 tJ I, "
-I / J ~, ~ i- 17..-rt C1
-/ ~ 1, 9- - /~ 7 r" ~
-- ;, f"
-Ie f(J,ef
,
,~
1:13,0 I( /", .z (,,0
l/3 (), G.
r" !
12 t 4 : J. f, f
12l~ '
/ff. f ~t
~6f-f(JO
T 30
.t 61-f () ~
~/P-ft:') ~
:2./1'-100
+ .s-- 0
7.../ Z f Ci ()
+ .J- ()
/j--f 00
/
f 14-
,Z /qft'u
I
rof-
:J./N (; 0
f J- (j
I
I
I
21'f60
-f J- ()
--;-7S
:J.17f6~
'fJ"'~l:.
:J-li-foo
-f ...f 2-1
.21 Y -I-t/o
f j.~'
J ~H. D0
i
i
,
,
I..
~
4J'6
,~_-I 71)
2.~ft6()
1
iO/~'
J-6
f
f fOJ
f 1--'Y' ~ -.; 0 b
~"
~.., -t'f7;?
~,_ ~ _J"O
'(-Db
119,
/ ;;t..r: 7
/%$,7
"!o 1-
9<2 1 11 ~ 2, 3
'12,2- 2, I
.36Z~ I 7f
;2oJ:..r I 7, '1
I
0-.2,J1 h 0
1. 41, 0 I /!,/
~1>>
1.2.1.,7, C>
\;2. /1:3-
I
1/7~O
I' , ,
)
1I/~ P>-
I
10, , I c.-v
J-o,f ~,..r
g~1 2..,7
/'zhl
1..- 33, 1
2,j./. ..s-
J k, ,r J; /
<'"
"
I;l c. ~~ : / t: f
/1(.3.1
I
~'11
$, 1 "3, ,
~'\
0-....
?,J, J
~y.3
1('1:.3
I
J/'I
09. !
3 y-, (
2).J-
Feet Chains
J
it It 4-
II, '1
t~, R>
1;2, "
It: t
. q
/3, 0 S; L
13,0 I Z
I.J, 0 , 8"
13.0 i
3. { ,4
')-"),.4 /, I
.v'3
t2'7
:;. /, i
If, ~
II, g
2,' ,~
C, J, . CS
/~ 2- t.3
II, ?
l.J.i (0
),1,,1/
;::2 ,1
{. '9 ! ~,
/.J, C
~,?I
J. (.
7: ..;.,
.., ~>-
I- "
17
0,7
" .,.../r
h. -,'
-,'.
/, '\.
t,7
_,0 (~/ e{
1',/ ..s- J" -: 1-
.3 7 J-' ~
320. ,
2;6: J--
e.rt,. /
~ r., c, <f-
I.{
f13. "2-
.5 -7: 3
c; f, (p
....
1.J3, J
k- l/;; J.-
'7t 33, 1
77:7
/1-7.1-:""
I ::; / "I'
'-= I i .....~"
.,
,
0' ..,
J; ~-
'/
.". '"" /
...) '/r "'. :
/)..0, I;
If-C)
L:t0~,~
, c.lL!?~)
,^
......__............j.......~ --
I
Ii I'." , r
3dl.c; -J>cJ/,f
/.3/ I - 8,./, /
2. 7-9, 3 - ~1f,3
I:?.f, -3 - I 3t"-3
,2tJ7.r
---
...f/':--.j
2/~
i!,7
~l
1.1
~/~-~fi S
ill, bIJ1(f
!- / 9iifll /
-)();.J: 0
- ,-
- .2 tJ~ J - ). :23J IS
/ fl: 7
~.31.2. f
i
If.:J I j, 9
I
',-+'- ~9. f
;1'" ~r f{ 3
r
/41 2.--- +;2.,-5-4. 2---
: f tt
j.,rO,.3 \ - 2 J-O,j
1. ~O I J r-' :L ..yC, /
:J- j 3., f : - ;2./.3 /tf-
'"'21" 7 ~
-/7H:?
j ? 3}., ~
I
t/ 2~:J
i
1-1/ 0f, 1
- 7" J4; 0
- 7~f;7
--
I / /J:J;: ci
-/~ tf.s: f
Ie. ofl ~
f 2~ C- _ - ./ 2-~ ~ - 17.$'1. I
?- ~
,.r
3, "-
: 1 p:
i ('
1 J..-O. r,
I
I
7t 0
/ (7 j, J
..,30,2
1y J (" <I 17 l:) "
l + .s-C. f ~/;; 4tf
i
I
r+ 'Is; 4 - 1S7fl
j
f/33, J~ 1-IN6,
--r- 2'. fl, ,r- 1-: jllt.J
f "3j, 7 1<1..14,&
-I II, f ,'[6J,.J
-//((-0 '-7s&,1
I
--I /":"1 /'-3 1-' ~.tfr ,{l.
I
L S]~0- "
1
I ~~4t{Jr
I
~ /( ~,~ /''' ~ 7 "Ie$; t)
i
-I 3-f.' :, Z~..(4-
-f n''; I-S~3
j-,S'11,,3
I
:~1Z.z,..s-
/
.f 7/1 ()
,~
(9---<
'"
..3S'.I:)
'--.3o'~.
GJ~t.';
.(()-(i.3 - 5 .
" '1 0/ '
i::-71o: 1 -r
STA.
'-J: ( .' \
t ?, ::3;"/ ..::< r 1---3. ( i'.v
1---1-- ..f-/ 0<1 4.3 , ! ~ .3 //'-
1- ,,? IJ~. r 79 L/
-/ ~) ~. $,
I
f ...r u ...5-, 1- 377 '0":: 1 ...? 7
....I '
i"2-J~--! o b J;- .s~. J- g-4 1.5. {..i (;- ?
G" "
'''\ I
--J ,J 6 Ii;,y..'.':"..... ~../. () 13. {} ;z
-o{.O,.o
t Z-G ':I () (; 1.7 (, 'c... tf "l.-, -.6' "f .s,1
1'-> ' .'
--+~o I' /.J.~ I
VJ'''O, 1-
I
i
I
v7t- U() llf~,o y ,'"" /;1:(;
\ I
+.ru ~ :Z,. (; I ~'r; Z. , ,-
! . ~
r df,9 I 1'.(~
-f is' I
1,7~ 1 i /1 4--' ?'t7 .j
00 ;, i
.... I
i
I fa I ........
~ ~
1/t 1 q ~ _o'v
, l' f. J
i ~
. ,
I
r..
~~
"
3 -;.., 2-
b~'O
;./7
, , /
/0',..3.
-, v- r.-
..:J iI' '-'
1,9, 0
,2-,.{, (1
.fL~'
St.\10
"
/{.l
/
", 1"\ 4 e
'} I :'
J7.3
4/ /1
1 r. 2/
_"!: f, (
~ -1'-, ()
I,::; ,(,6
"Z It-- C
.5,-: /
~::~.~~~I
i I, I-
I
I
I
I . ()
I-~-%-+'" ,/
i~"''1
i' (;,. .., L/ ,d
...-.'
-s-t?f:,1- .
~ 2, 2.--
.. ??( C.
"
-~~?
-i~'9
l,~, .-
I
,--rS::~7 .
-t~d.-7
~i.(,.,
. ~ '.
- 7R'J;7
-3/ /
-;;~, 1
I
1'11/ 1
-3/,J
-/6(.(;
~. 2./ s-; G -/005.3.
+5 ~J- -?~i:t
I(:;~ I - tj/l-S:
, ./~, ..'
r / ,f: 2.,..d ',':'" Kif4,
,
.~
""i
1
,.:]
"
\
.~
I
~
I hereby certify that the field notes and maps herewith snbmittedarecorrectly prepared, and
, ~,
t~..t__~e s~=e~.~~s .:a~e. o.n.::::::.. :::::::::::::: :::::: :::::::::::::::::::: ::~..........::::::.:.:.:.:~:;}~~~~:;
._---------------~---------------------------------------------------------~---------------------------------------------------~
.).l
i
Dated this,..___........____................................ ......__......,.--.day 0[....... .............. __............. _....n ........._..... ..,19......_.....
.......... m................ .._.......... u.......... n..... _... _..........__.." h........ _ m.... u.... _ u.. u.. __.. .County Engineer
~
"'l:i
I:l
o
~
...
..,
'>i
l::
R
Q
~
..,
..0
oS
i
. ':.1
, :'i~'
,'~.'" ':
,~;i
o
:<;
'"'I:S
I:l
<::>
~
o
:<;
;:.:
<::>
';Q
l::
:.E:
~
'<-.
o
'"
"';
r;:;
'<-.
<::>
l::
:-5
Q;
~
..,
':5
'<-.
o
...
~
~
'"'I:S..,
1:l..J:::
0-
~.,
I:l
~
l::
;:l
o
U'
I:l
...
<::>
i:.t,
u
.oS
.,
Q
'"'I:S
I:l
<::>
~
.s
'<-.
o
..,
..s
.s
~
l::
;:l
<::>
U
o
~ 1
.;,.,:.:;'.4..,;,......'_.
if)
~
~
o
z
~
~
~
H
~
..:..L"
;.:
i
I
.,
~~.
1
I i
I
{.
r
""
1
f,
l'
.,\,;., "
~,
r
f,
,
~.
!
,~~; '-"
"';~
..,. . ~"V' ~ >;-' "", ':' t ,......-:"""-.,. .,.{.".~ .....'
...{:~. ,;'~
-,,.,--
l!
~~~.~.~"'.-
.
o~~o
9
,.,.....--
",
\ '
P E,.JlrA N E N T
'..oi::-' -
'~c'
.....," l,:e._
i ! - ~-(~~', ,~; ~,~if~~.~,J~{ ."
...cl~ 0:..." -;'.
t
,
}
-....~._-.~_._~-
f.,.
,
.
,
-00000-
Contraots. Plans aad Sp.cifioa~iona
For the Construction of
HIGHWAY
N O. 4- O.
E X T E B S I 0'
'i, ~
Offio. of the Oounty Eagin.er
Jetferson County
~.1..~'""";!j ';).'17
.,.,/ .~, ,
,J '-
"'"~~~:MItI
.\~~' ,7.~~
I" ,
:\ .,,:
0'
, "'''''-:"i:~.7~
.. .---:. ~''.~'''.., 'i ~
c.:c:;.,'.....
~
r"~
i
I
J
j
I
j
, ,:.,J
"3]
W..aiington.
owna.nd
-00000-
-~-~-~-_.._-~-~--._--.
- -------.--..-- ---- ----
-..;~:,;:;..~..!';~"
1
j
j
,
.I
,J
; ~."
"
[. .
;
A __..,~.~' .__.... _
.. ..,....,_;~~a!l_-J~4.----.._~. ir~..,I~;; ,~~,
INSTRuOTIONS TO BIDDERS.
Eaoh bjcl YiiUS -c -oe made on the form furni shed by the Cour;. ty
Commissioners, anQ shall set forth the full name and address of 6ve~y
person interested ~n the same.
Any addition in wrtting to the fGrm of the bid of any ~olidition~
limitation, 0r provision will be liable to render the proposa:
informal and to ca~se its rejection.
The previous experience and responsibility, as well as the
present ability of the bidder, will be considered in determining
which is the best bid. The successful bidder will be re~u:rad to
furnish, before entering upon the work, a cor?orate surety bond in
a penal sum equal to the contract price, for the faithful perform-
ance of the work.
Thz oontract will be a Udlr ~~/c~ contract. Monthly estimates
-
of th0 work done will be made by the engineer in charge, and payment
will be made for
d~%
-Zs.z
of the value of the work
tc be ret~i~ed till the contract
~e Cbv/J'(Y e: /(f/de'"er Qqd....
is completedaadd accE"pted bYII~_&HD::l_.a.F__~~-'117Y a.n7hU:S&/~n8r..s..
d.one; ___
As a basis fo:::: making monthly '::sti,!l;,tc 8. 0, schedule of prices
to be used will be :,ased upon the In'j.c8s ~.1l. 'Llt' pr'81iminary estirna,te
which prices shall 1:Je i::l\.:.Tcased 0::: reduced in the Bams ratio that
the lump sum price bears to the l::.'relimin:,,,ry e3t.:.m~jtt;
The contractor lllL1St wake payments t;() it', St2.-G0 E~s are required
by. Chapter 71+ of tac Law') cf :911 (.Lr-.dust:ri"l..l IrH::,J.r::,~_ce .l\ct).
All work on the oontract sha.ll be pelformeCl. i-rl c's:yS og ele;ht hours,
except in case of e:traordinary emergency.
In case 0:: non.--compJ.etion c,f f:he contrac-c UP')l1 i~ (if, /_92/ J
thecontracto:r shall. be liable to pe.y to ths County as liquidated
damages, ani not a~ a penalty, the sum of ten dollars ($10.00) for
ea.ch day between the appointei and. 'tl'le actual date oi cCU1')letion"
-1-
'i
,
,
I
I
I
i
)
-
r.. ..",~".,.".~~-;,;;;,;.;~~;~.r~a ~~';"';'~~:Pi":'e~~T:;~~'b~'~i?"ipe"Ti1'iJ'~XJ~miic9-'!J'2i~tqt.ggEf'Ol . 81.G;.i\..
];9'OJJ :)r: ~Tn8.C p~ UJ9'qe OIl +VS tOLm tfnU~8psq p:\ ~J7G COJT!.'!'+':"
, ':'~)<
"~,~;:.'~
.";l
i
~' .
:t}laJ.HnaJ:.IO~8 .LO' BID~)EHa'
r-
.'".....w_..~..~.. ~=..., .~".. -:.- ::':""=:-"AI
,.. ,.
unless an extension of time shall be granted for cause by the
County Oommissioners.
Bids for this improvement will be opened in the office of
County Commissioners at Port Townsend, Washington, at 2;00 p. m,
&LJruo'Y 7~ /9.2J, ,
~ach bid must.be completely sealed in a separate package,
addressed to the County Commissioners, Port Townsend, Washington,
with the name of the improvement for which the bid is submitted
plainly written on the outside of the package.
The bidder's attention is partiC1..'.la,rly cR.lled to Sections
1 and 2 of the specifications. The County Commi3Rioners, the
Washington Forest Fire Association and the State Fire Warden 'all
insist that the refuse from clearing and grubbing on pUblic roads
be properly disposed of and the premises left in a neat and pre-
sentable condition. The provisions of this se~tion will, there-
fore, be strictly enforced.
-2-
i
I
I
l
~
.;;1
~!{;i:' >, . ,.
,~.
.';~(1? ~14 ... ,Ii: { :"
i
;~~',~1,.,jf"!r~~::": ':;p:~'" :'~%~~;:;:.t.,~.':
<",,/ '
~'>.:
,i.~:~J.l{t,1,rtJt,r(Jil;f~: , J~D'
e,;,'-
c/..... ,
:,)i
~--~.,_..
GENERAI. STIPUL!\TIOHS
It will further be expressly agreed between the parties to
the co~tract that the contract is made subject to the following condi-
tions and stipulations:
a. It is understood. that intending.bidders have examined the
,'i;,':r. covered by these plans a.nd specifications and have satiisfied
tr.l6:!iselves as to t!'.0 ;>).t:j,l'~ and :i,ntent of the work to be done; con-'
tract and specifioaj.:;ions 1.0 1)C '3"i;:r.i.Gtly enforced in order to obtain
a finished a workmanlike
~: -,....
j "",;.'.
In case of ambigu:t,t",T cf ':;XC:Tc8sion in the specifications, or
doubt as to the cot':reClt inT,e...~pT8~j('" t:l-On of the same, the ~ tter shall
be submitted to the County JGng.;i!,3er, whose decision shall be final..
b. Any work or materlalsthat may hive been accidentally
omitted in the description of ~he work, but which is olearly implied
shall be furnished by the contra.aGar the same as if i thad been spec-
ifically stated. Work shown on the plans and not mentioned in the
specifications, and vice verse,. wjl1 be done as if shown by both,
when and where required.
c. Wherever' the wr-':0 \1 e.:~Gin8erll is used it refers to the
County Engineer, his chief Gngi'..lC-:2T 01. authorized assistants> by
,
~
~f
whom all explanations and cHr0cLLonc necessary for the satisfactory
prosevution a.nd completion (,f the:- ',r,.-.rk described in these specifica-
tions will be given.
d. Wherever the \701'j, '!co::I.j~a(.:ijOri' is used '1(; refers to and
means the party or parties who ha~.c duly entered into contract with
the County_of Jefferson, W~shington, to perform the work; their
du.~Y authorized agents or legal rer:resentatives.
e. Any written notice to the contractor which may be re:"';'
qnis:.te under these specificati.ons may be served on said contractor
e~tl-:..eY' personally or by mail. ,r:r by leaving the same at his last
kn0~n place of residence.
-1-
.. ',:.~ ,f:r~ ~~,. ,"
--. ; 'I. ~. "
.. . ~: :.) -:! ,'.~ ~ ~ C' ::: : ~j :.~..
. . .
~'. . ~.' '.;.1,.
,..... ".~.
. .. ....."', ;' r.' r' . ' ,,,~ . .. ~ "\ ....::......'. ...
.l~ :1, .;'._'''':'; ~!':'ll.,.: ': .'r. ,~,' _' ~...,,~... ,'....'.~ .t-'....,..;,;:- '.... !,";",;" -
, ~'
f_u
....,'~~.
~., . '~~';'. .
f. All engineer 1 8 marka $ monuznen'ts, or stakes ~J:~be ~<(
fully preserved without disturbance until permission for their removal
sha.il be given by the engineer, All expense incurred through the re-
setting of stakes "Gh.at ha.ve been destroyed by the oontractor will be
charged to the cO:O.t:CCi.C tor and deducted from his es tima tes.
g. No dev;\.? Cion :~ro!1lthe spcDifications 0),' detaiJ,ed plans
'vi 1::. be ;:t,llowed, uni8ss a wr:;. tt81l pe:cmission shall have beGn previous-
ly v htaiued from tlJ.'..' :;c)Il~::'~~~/ I~n?:h>3f)r.
~. The. C()"u.l~""':;Y rl:gir~f.';-:::: :ic.c:tng the progress of the work} may
by giving notice '~;\) tl.te (;Ol,\'~xa')'(jors, 2.1 ter any of the detail,s of con-
struction in any manner;,;i.!.(1..i'; ;':itl-,/ 1.)8 .fonnd expedient or suitabl;;;; such
al terations shall :<10t in.',I''-J,:...J,ciiJ,t,,:: 'che \lontract, and the contractor must
accept a.nd execute the :;!ci.1l1e ,Mi' f they were pa.rt of the original con-
tract" and at the complet:l,or, of ~h:; work an allowance will be made
for such a1 tera tions ~ etc,., (..}i theJ~ fo:r or against the contractor as
the case may be, and. the value of F;ucil al tera.tions. Will be estimated
by ~hc engineer from the 80~edule of rates and prices att~ched to the
ccnt~act, or should it no" applY$ the equitable amount will be esti~
mated by the engineer'.
i. It is mutua:.,:j~ :l.:;;'E:s,d between the parties to the C011--
traGG, that to prevent al: .:ii:3}';J.';:.s ':l.nG misunderstandings betwe'~r:.
them in relation to any \;f thE: G t:~.lo)llJ.D,~.~one 0ontaJ.ned in these .p~~.@-
ifiqa.tions, or their perfor.u!2.n2'';; 0,/ ':,~ ther o~ s8.i6.. pc..rties, that the
Com1 ty Engineer shall be a:c" 'l:.:1lp:~r'= t\.', d.ec ide. all me.. t'tcl'S ar::.sl.ng or
growing out of said cOLtr~ut oet~66ll t~0~.
j. The contra.ctor 7;"j.J.i be held :respo::'lsible fer tl1e fal th.-
ful execution of the work iIi. a.(j'~ord.a.nt:e \";1 th the specifications" Any
(..efec-cive work that may b~ disco'Jexod. 'oy the engineer or his appoint-
eea before the final acceptance, or before fina: payment shall have
',:;ee[1 ,1~9.de" shall be removed and 1 eplaced.. by <<ork and ma teriE..ls which
l~h['j,,2,1 conform to the spirit of the s'f)ecifications; the fa~t that the
JLd}'h:.ctor or other person in charge may have overJ.voked such ciefective
w..:'.ck shall not constitute an aoceptance of the S<:l.f:J.8,
-2-
.~ ;"I~.:'" .~........
.~ -' J i....
.-..: ~> ;:~~ :z- ,.~" ~.:
'. '..
.... ~- -",
.:- ',) '"-' .:-.
"'~ ~ '
. "J' -' ..~
.,
"
...... ~'.t ""!' -~
~', "l'" .
';7 ,;',__'~ .
.{, r c'.-
';
i'_.i
~-...
/:;''';'1' 9'J5' ''Ie Q r:';'~.s:: p'g; i/''=.J: g~O.Mr1' . .'
~' I!
~ ,
'"~J_:'__"-__:'::__-'::"""_~-"__>'-"""'''''::'-''''''''''-''
k. All worK 3h~11 bG ne~tJY cleaaed up on cGmpletion accord-
ing to the engin32~Ps directlnnJ cind bo Idf~ in ~ neat and orde=ly
00001 t~QI1 ready fOj: use,
1 ~ 'rl1e 8uccess..t'u1 b:i.clder 31.:.8,11 satisfy the County before the
contract is awa::cd.ed. tv l1iUl: that; hp- has or i.7:i.ll prom.ptlj provide sui t-
?'l,:.e and prop'?r maD c;,:nd tc;o12 aDd r!lar.:ot.iner:r fo:r. each vi i.;h'3 rlif.ferent
.{';,:,~:' SJf work.
m. The C0:'. tJ:'.~'.,:, "';c:: :;h"~11. ([or the sa.me compensation as for oth-
er grading, grade f; s'j.fs !):f'opsr .J,IJ.(l workmanlikp connection with all
intersecting public or' pririiic x,jade or driveways, accor\ling to the
directions of the '2;ngin0~',:i.'..
II. All materia}, ancl woX')(cl:1.:nship shall be of the best of its
class 01' kind. A1J matE:l'i3.:I. "vl:tch 1.18-Y be rejected shall at once be
removed from the vicinity 2.nd replc:.1.c('.d by material of approved
quality.
o. The contractol' sha~::" g~yc his personal attention to the
faj tilful prosecution of t~.lf; w0[:k> shall not sublet the same OI' any
part thereof without the wTitten consent of the County. Copies of
aJ). suo-contracts must be f:!.led ',IT} th the County Engineer. Contractor
shall not assign, by powe:,. of :-\. j;"o~L'np~- or otherwise, c.ny of the mon-
eye payable under these 'spec if lce., tions.
p. Whenever the .~(')!.; tj r'V~tor is not present on the work)
orders will be given to the- S'1]f-:'::~'~l:r;t~~n:ler: t or o,Ters(",<';)): i,~rho mc..y ha..rG
immediate charge thereof, nnd dhs.....l..l..::::y him be :::-enei....,Tud. ana. ;)beied.
If any person employed Dr;. the ';\lex!.: t"'118,~~ J a19pe3.~ to b'-~ i~c~)mpe tent)
diso:rderly.or u.nfai thful, he sl:.<1J.l; upon the re'1li.isi tioD of the engi-
neer, be at once discharged. ano. r..o1; ::I.gain employed upon any part> of
til ~ work.
q. The County Engineer riay f3u8pend all work c:,:). any or::>.ll
r0:r'~';j.ons of the road for such peTinda, as he ll'ay deem rll-;oessary. The
C'~,n.1;TP"c1jor shall not make any clai.rD. 07 do.:119.nd. for danl::1ge by reason of
S~1",'~) suspeJ?sions in the work, but the per:1od of such suspension will be
8x0}uded in computing the time 15.m:. t for the completion of the work..
-3-
.......... ...{....- .,......'.c... ,..'.',.'."',".'
'-;':J::.~ ~ .I., ~'... . ,
r~'.
',ji'i.,.., .
..l ,.'~. ,~.
I" .' "
7" ....:~',Q
...:,;.pv~
~<:'. :('"
T1
') ~(;~:;:~t 7~ Ii'
\;.. 9
.. ;.
':.,'(;"" ,.'
:.~=-' T 8 ., .., .:: '
~.. '--" (~; Q }.,:~"" .
r-----
I
I
i
-" - ---~ - ---~- ----- -~--~~ ~
.'~ ),.~~.,.."'''''''',.,~... . Ll__Al.AJI[ftll
T.
The 001 '. t:::8.r.: <:' j~ agre""s ',:,U a.sSUJle all T iskG .::<,nc.. llabili ties
fox aocid.ent or c.,ar..r..g;:: t'E"t 4'.3.,y::vccrue to p'Srsor2 0::" p.l'operty during
the prosecutioD of the work ~nder these specifioations, by reason of
the negligencG 07' <<,'),:C'.::1883;:088 of :-,:'.:~::iself; his agents 0:;' :;arployses.
s. Al:L W').':\. wU J. 'oc-; roe8.,su:L'~d and paij, for .::;,[; (-;f, L 10;( th in
.~. 1,.. ,..
'-'.1...'-;
q t taohed f Grl1'.
.. ,J::"
U.
"t:ids r
t. No bid will ba sCDstdered ~n19ss p~i03S
.,~,.:\
.. -'
given
fOI
Sh.oh
ite~ in proposal bl~~k~
J-c
,L <' :',,: . ;,.':;, ..:::Ld ,
If the CIUX.".;Z:;.'..t ~s ;.'.T -:7 :Lu.i.lll' sum p:ioe extra. ma.t2:,;::i.al
a.nd labor shall be paid J:Cl:",'", ice,
.
.f,;l~ .;..(~C
rJd.(,ed lA.1Y)11 the price in the
engineer's prelin;inaX')T e<.~.',y,J,t;-; g wnich 'pT::U)6 shall be inoreased c:r.
reduced in the same J.'8,'~i(i t.:rn~, tl.::, laJ:l.p s-:.v.:. price bears to th.~
engineer's prelirrdnar"}' F..H::tjrilrl.t,e"J
u. The preJ,izrins.ry s~1;j,l:-\3.,tes the plans, and. the grade and
alinement as staked on th~ g~Qund or shoNn on profiles and maps> are
intended to represEnt tne wor]' to be w.one wi th rea,sonable. cQ,;Ji1)seneSA
but. tn~ contract is no';; for a.ny cpec:.:.f::i.c numbe:r cf uni ts 01' a:::lY kind,
D.c.: for any specific grade =-_lne '.)::.' ,~,L'..nem.ent.
v. Where th8 :J.mr,:c.)'I.:'(.r-,e::n fc:.~10w8 .:1':.i. ex~.stJ.ng t;raveleJ. road
the 00ntrac tor shall a 1, h:~n CVVil ':.xr;'.3:r~t.H' keup t'~le :rQad (;pen tc t~cEd'frhc
0:1: IJ1;,yv.;,de sui ta.ble d.et~urS30 t:'1a'c, t~:r:<..ffiu will not bEinterruptt~(j'b
w. The bida.e:c; s u 1~ ~!(-\O t.i..u:t~ L.;; p~~!.' t.: 'm],::t):'::'y Ck',~ 1ed to se'J t uJns
0:..~t; hnd two or the spec if~, t ;.(;L:~ i-:'rd ("1.80 to seG',. }J)r. thl'ee, or.J.apte~:
33 of the Sessibn Law8 of 1)11, ~i~b
f 31~B~~'; c:; 1o.1~..~ "rrl.B trt.1.rn.ing ....; f :re--
- ,
fuee~ t;imber, brubt a.r.cJ d::;ln:.Js .t'J.'~'i' i1'j>';j":~;;,g i.__'ld grul.;;-,ir.:.g vpe:ca.tions.
The County;, th.:; Wqsj'i'.lf~gt0n f'0:re8t YL..:e AS8cciation 3..::,1, t'ne
Sta t;~ Fire Ward,?n all insj.st th::.', t the ;i!:3. tU'G0.::-J 0over.illg the ma.t tar be
s tr il; 't,ly enforced, and that the ::ef~180 from clearing and grubbing on
public roads b~ prop8:rl:r li.':'spose.d c,f EP\;i ~hf, premis-;8 be lr:ft 1:.1 a
L~.?~ ~ o,nd preS6:tltable concii t:iOi.:;
T1.e pTovisioDS of U'.8 ~,':)~)(;j,fiuatior~3 9.:cd the :3tatlJte8,
t.l:c,,;.".).T..:.:-...,, will be m'tf~2.};1:L,~mfo:f2~(i..,
\.
",,)
\
,
STANDARD SPECIFI..CATIONBFOR..PONSTRUCTION. OF IMPROVED ROADS.
JEFFERSON' COU~TYl'A SHINGTQN .
-00000;';;', .
1. CLEARING. The right-of-way will in general be oleared to
the width of~feet ~n each ~ide of the ce~t~r line but will be
, .
cleared to greater widths where ordered by the Engineer. Clearing
outside of the right-of-way shall be done under the same specifica-
tions and be paid for at the same price as clearing within' the right-
of--wa.y., The clearing will in all cas.es conform to the stakes set
9Y ~he Engin~er. ,
Within .the lines staked by the Engineer and except 'as hereina.f-
terspecified,' $oil .trees, brush, logs and .other Yeg.eta.bl:e._tt~r shit.~l
. . .
b.e. removed a.nd burned within the righ~-of~way. Nq ~~~6:ha.ll' be '
: left in the clearedepace with a heigh-t greater'than.'J.-t'a d:ia.mete.r.
Under,fiils of more than two feet the top of. stumps. a:hall. be at least
qnefoot below gr&de.
Trees desigria ted by the Engineer aha.D, be. left standing and ca.re
,s~ll. be exercised by the Contra.ctor not to darrrdgC' 8\.J.ch tree:s in fa.ll-
. ing adjaoent timber or in burning.
All meroha.ntable timber shall be cut ~.nto ~LOg'~ ~)f standa.:td
lengths and decked along the edge of the clearinG or within the
right-of-way outside of the clearing, freo from rubbi~h and worth-
less logs.
At such times as the state or Government aut1;'.oritiea prohibit
buruin.g, the refuse frow the olearing shall be pilei along the sides
of the :right-of:"'wa.y a.t points where .its burning will not damage
stan.ding timber, and when S:uoh prohibition is removed the piles of
refuse shall be burned.
Clea.r"in.g must 'be Oarried. on a.ndcompletec. at least one b.3.1f
mi 1e s.bead of tIle grading. Clear ing will be j;Pi, td for by the a01'e
far the area a.ct'Ually oleax'ed by the Contraotor 1.u B.006r.J.anoe wi t,.h
the st.a.ke..-; e.et~y the Enbinsl'}r.
-1-
, 'lE!J!.EV- ~ .....,.....,. ,
a.tYi1DYIID ahEaIl.tcv~~O~a10Er,d~~.t'~~IoI Oi~FOAED J:rOnlI"
;" ' ,,' ~ t , .
.~
j
j
. ..
2. GRUBBING. All stumps~ roots, and other wood embedded in
the ground within the areas included between the slope stakes ~ In.
"'X"..."...tlnl' of l:i,f~r;:t: or )e'?'?, ,.,,,,1 ""1'1 flj'lR Qr I.>I\IQ r..,p,\ nr )....Ii;7~ shall
be removed and burned within the right-of-way. At such times as the
Sta.te or Government authorl ties pl:ohibi t burni.ng, the refuse from
the grubbing shall 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.
Grubbing will be estima.tedand paid for by the a.cre for the
area aotually grubbed by the Contractor within the limits above spec-
ified.
3~ GRADING. Under this head is included all excavations and
embankments required for the formation of the roadbed, the digging
of dra.in ditches and cutting new ohannels for streams, either within
,or without the right-of-way, exca.vations or embankments for bridges
and oulverts and the grading of intersecting highways and private
roads, a.nd grading neW approaches when ordered by the Engineer.
Grading will be paid for by the cubio yara of excavation and the
price bid per cubic yard of excavation p\lv',11~over all materia.ls ex-
ca.va. t.ed. of wha.tsoever cha:1'8.cte:r, wh:i.Ci[' p":'i.c:e 1id. ~;h the addi tiona.l prioe
paid for overha.ul her~,inafte:: d.efined. sha::'l be full. compen~tion for
exca.vating the material, Lo..uling into embankmE-ill; or <lisposing of it
a.s d.irected by the Engineer, and f i.n5.shir..g the r03.db8d and slopes as
hereina.fter directed.
The material required for the formation of Ambankment not formed;,
from the ex.ca.va. tion taken from the regu),ar se::n;'lone, o~ the roadbed.
will be obta.ined from the side ditchef3 as shown on the pro.file or as
st.ak~ by the Engineer and from excavations outsi.de of the roadbed
known as borro~ pita.
The s~de ditohes shall conform to the stakes set by the Engineer.
Should it be necessa.ry at'any place to go below the level of the
ground water in excava.tionl such exoavated~materialwill be inoluded
-2-
i,;}..~ ~,:...: ;.<.. ....\, j':,~ ',:;~ '~'.. ..:'J.,.
.;....\: .";''';'~.;~;-:Z'-\l;~'''''t'i' ;~>>--Il". '.~ ""'':"''~:--'" "..',.. ,."
"
.," ....;..
':.:'~ ..:,:,:,'~ ::;",'~:~ ':' ,\I. r :'-"} ):f :;',/~:":
}:' 7-t';;:, ':}:' ,~:~ .IA, r:.t
,~{/:tf'r~',r~ ~,
.~....
-.:
J
,
!
':-";)<~!"'-' ,',-
r;
under the heads of excavation o!' ("mbankmen:, and, D.O add:l.tional oom--
pensation will be made for we.t lW(}a.7:,,"~'~on :)J: i\u.: SlJ.ch material placed
in embankment.
f
fr
1"
r
~1
~
Noshrinkage will be allowed for material placed in embankment
from borrow pits and payment wilT be rlade on quantities computed from
the oross-section of the embankment as staked by the Engineer.
Grading _ill be paid for by the cubic yard of excavation and
the price paid for exeavation, with the additional price paid for
over-haul as hereinafter defined, shall be full compensation for
excavating the material, haUling into embankment or disposing of it
a.s direoted by the Engineer, a.nd finishing the roa.dbed and slopes
as hereinafter directed.
Grading Wi~~ be measured in exca.vation! If the ~oadbed exaa~t1on
Q1 :egula.r aections does not furnish sufficient material for forming
,
the el8l1a.ak.ments, the additional material req,uired will be otrtained
by wici.ening the roadbed or from excava.tions outside of the roadbed
known as borrow pits. If a borrow pit is of necessity so irregula.r
in sharpe a.s to make an accurate measurement i":npossible, tIle settled
embankment formed' from such borrow pit may be taken as the measure
of the eXe8.Vatiop in. the borrow pit.
The price Raid for excavation shall include ha.-u.ling the mater-
ia.l within and tlp to a, distance cf four hundred feet. The exoata.tlon
sball. be ~uled to any distance that the Engineer m~y direct andae
,..
compensa.,ti.on for hauling exca.v.-ated material to distances greater
tha.n the apeci.fied four hundr,ed .feet) th3 price gi tlen in the oon-
traot' fo~'overha.~l ~ill be paid on each yar~ for each one hundred
feet that it is hauled' beyond the, a..bove sp'ecified four hundred feet.
Si.de sl.opes sha.11 be made as s,taked by the engineer. In case
slopes shall sl'ide ;i.nto the- exca;va.t:i:ond:uring the progress of the
work, the s.lide ma;te.r.ial sha.ll be r'emoVred at contract prices per
cubtc yard" Ovel'brea.k:s.; due to blasting w.j,.lr be removed by the Contra.c-
tor. at his own expense. 3
".:.;'_:",.;;!,......:'.;.-,._,~c':.-..:,...>.;r;' ,'. -'..'.,.,;~~::.,;"'~,~,;.:,r,~':. ',~,-...,-j.,. ",:- "-~ ,.- ,;,"'",r'....~
.~',;7'}.,"i~~t;}','"."_. '''''_r
~.
I
.'_.'--,.'o/:""'Y\'''''''''I',,,O<,,'J<''.',,,
. -.;,;,:.:-' >.,:<..;;.;~.!.:,:,...::".>~'~
11
~he surface of the roadbed shall conform striotly ~J the final
2,'rades set by the Engineer J and shall be composed tof thE' best rt'lO.terial
obtainable from the excavation. No boulders shall be left protrudir~g
from the surfave and all stones Of greater dia.meter thal'l two inches
shall be removed from the entire su;face of the roadbed.
The materials oomposing the embankments must be entirely im-
perishable, a.ndwherever the na~ur,~l surface upon w.hioh the emba.nk-
ment is to be placed is of such a nature as, in t:he opinion of the
Engineer, would impair the sta.b1~ity or usefulness of tbe surface,
it shall be removed to such width and depth as the engineer may
direct, and the materials so removed, dis~06ed of" a.S orq.ered. When....
ever the site of an embankment is covered with snow sufticiently
deep to impair the ut~lity of the work, the same must be removed
and deposited beyond the slope st~kes. Work of th1~ nature shall
always be at le~st one hundred (1.00) feet in a.dvance of the embank-
ment. In all c~ses wherever the engineer may deem suoh a course
necessary, the cuttings sha.ll be made below grade,a.no. ~lean sa.nd,
gravel, or othe~ material deemed proper for a roadbed, $hall be
procured by the contraotor, and deposited as the engine,r'may direot~
and such work spall be estimated and paid f')r c.'t the same price per
oubic yard as Q~her grading.
All exoava~ions ell,all, if required~ be taken. ryr: hauled into
the nearest embankment to the extreme distance .req\,':LY.'9d by the
Engineer. The /Surplus beyond what is necessa:r.y t') form the oon~
tiguous embankm~nts, is t.:) be disposed of in wider..:i,ng -4;he embank-
ments uniformly along one or both side,s of the s.3..:.:r;e, or is to be
deposited in wa~te banks or otherwise, or is to be bauled to form any
emba.nkment on t:p.e road to 'be improved, 2..S the Eng~,neer may d.irect.
In cases where the quantity of material taken from the ~egular cut-
tings shall not qe st\ffi cientto form the requisite l?mbankmen t, the
deficiency shall be supPlied by taking material from c~vtings within
.or without the right-of-way~ at such places as the Engln~er may direot,
,I
-4-
I:
I
-
I'
!
I
I:
~~~..~ ~)~$~f-~~ ~~':;;~~~:~~~j~~:.i;i'.i'~ .
~pe em:. t9'ce Ol, .eve x.09'tf,.-q-
,,,-,,;,,~',','<""~...,." _"hJ.:~~ : ',,' >_':' .~~, .:.:o:.',.;....:-.:.,.~.,...,.. .,'. ~. .
:.._..~.~.". ~,~..;__..~':'~*~.>___'..~;~~~ ~'jl ti.:'j~~tll(./ -- AL'._f.'.~~":
~~."" '\l :.>';;
r~.:'/?-'~.":;:'::/
..../,;,
...t-"~""""'" ... .. . ...
" ":.~~,,,,,. "'e_
. OJ: from a.n :}!}lar;-;emen ~ of the :: 8:..s!':.e.-c -:1ut t .,i.";e'>:, ma,desiLL~all y- v:::
. f 1 "1 -'le ~"~n/""'; ...nv,,\_ :-"1 Q~ ....,".,... ~_1d.f..;9 I..,.f' ....L,~..1:=~
',lIll.Ol'ltl,y on O~3 (frb:)'.;l si\:!~.r~ \)}: ;J'.,; [.,-;",,,., ,~,_: ,,\ - .\_~-' --
exo8.Vd. t:.on ~ L al t '~2...se 8 s1:alJ be d::r:esssdto such :.:1c,ye ;18 t~:::, Eng'l:::'-.;<?:'"
may require.~ 1.:J:":r:.r~.d.ec'l, '~ba.t if thecontra.ctc:-: shc.ll ha'I1;,,~ slope~. Ruch
excavation by direction of the Engineer before widening the s~me,
he sha2J. rece':' vc fvI' slQPin?; t.he ('leconJ ti~J.e such com:p(-m~~;:1 tiOrl 8.":'
l'l~ (c.
,; . .~~
~~clree:::: ~ay deem fair and reasonable.
8)X'1'0W p:l.ts 81'.(1,11 to 80rmected iiVi th cd tcheB and draj.ned tc the
lH;.r..',:res1, natu:ral outlet. Side slopes of borroV'! pi,tson the 'ci.ght-
of-way shall be th':.\ s~me as ',wed In th~ cross-section 0":' p,djeJin:i.n.G
roadbed. A bel'ffi o~ not le8B than .':lix (6) :f~)I?'!.; in width s}ls'.I.1 be
left between the slope :3t.akeG of the embankment and the .::dg0 of the
borrow pit; and a. berm of not less tllc.<.l1 t.wo (2) fee.t 8he.ll be left
between the ol:..tsidG slope of the bQrrOVl pit alJ.d the :righ't-of-.w3.y
). ine. The berm mU:o-;t O~)I~iCj.S>Li of origir;n.1. u~~'r;'('():i6r~ grnL..:r').d.~
T:n.. :Y.'ook excaV8, ti-:m th 3 aont:.cact.o:~ shall be :r.ey'uired .t" exo?;va te
Aig-n.t /,.(, J......,c'h 'b .l.~"" {-1-c.~ "" do> ~ d +'" .,. o. .11 . t1. t a~
..,.... ~ ,0, <... l..SS f' '''' .!.Ilv 6r.a (:., ct.D. A. '0d..('.L.",,-.:fi.~:"v!i .I) wa er.i .l
8.pp:roved. by the engi!16fn; t to true g:rad.e rt.:o'l (':r(~;Wj}, Allowa:n-:.s i'ltil..L
1)e ma:le to t~8 CO:"ltL1G'~~C!. j <:1'(; cO:1tract f:,ri,:el' f..JT eX:.iava.tio:n. and
POI :row" If :rlf..:GEls,.';o..ry t/",l b(r~'~' (1\'\: '~.na..1'er 'ltl.::,. f 0r: b~'(~'::' -:~ ;i 11 .
VVlj.or.aver tll'~ ::. j,gi11;"'...of'..-W'F~,,~1' i:3 c.r\.)Al~e~ ~;'./ ~eO-:"A~)oo4. "!. ':.'. 0',," .i;~11 j,"'ie~,"~;t:: ~::a~J~.F.J,
1,:-:ommodiGue })c.:.seing ;.l;.v;::s l'l'~L\t b~ kc.:r'O'~ ,-pc:n. 2,nc~i. l.r. e;,fe Gon.Ji 1',jon
1'0:1:.' uso, at the ,~xr,=n;'iE" of 't:t...6 >)}~.tT.3,u':vr.,;. :.:J.C" :".1 L,:".GJing:;;b.1'ough
farms the 0cnt.rs..osc,r J:l'l.Gt ~:.i.J8(l k~cp L.::r I s,t;
S ;j',t;: 2'<.:)\'>1\8 s, t1uoh
tempo::ary fer.ce:~ C:,C :~;"L.11 0.) r.ler.H,;i::\r~3.;':/ f:')!, -:r,,?~)l'(,Sf,.",\~,:'.~:i'':i1.1 of the
or0p8, and 81.1 J.'~.l'lla 8:\3"\ J'e8~~J. +in2; fro.'n (> n':'.!J ccn~~",::,;3n:};:; v;j.t'~
.';,.. .,
,J.,\.1 S
spsc':'f~ca:;j,on ailJ 1:-",; 0L:::l.r~Nl tc t'ne "'"j:,.t.i:'8.(.;::;.t:,
o or:. t:rc..c 1:0:1' 3 ,i'\:'rJ.:m o.i:::, ec tf.'d hy~:n~; Cl1g:~.:JJCtYL'" ~:J.d.~'L (iepo sit 0:0.
'~he
, i .,
61C6 0...
t1Jt.) roarl;j
()r Cl.I,~ E'UC'11 (~f"j~'I'}'(~[.. ~L~;."'1:; p'~';' t.&.:' t 8 ~G t'l.?..~t be:
dE:.sigDr~ted., aT..] c;t.01l8 (Jl' :r;)Gl'.: t:).8.~, t,l18Y mJ.Y P.X.:>8.'.a.tG, o.c.i :~f lIi.80
doing, they F.ha11 de~o~: it me:;' te! ie,l ;.' 6el'}.::' -r8(1. f r;/: er'lOc::...:l.h.t'icn t, tl:.:;
addi tiona.J. number of c'V.hi,J Y3.rds (')f eAo<:..7i1-C-i..(,r;;:'C>/i'.l:\rE03d in :fc:Y~l.t.'~'tlg
.::
.. ....: ,,,~.LU:..~
such embankrnEmt y,'i1.l be allowed 2.n.d :oaid fc;!.'. An.. E.n~,{:,\3 )";: rCJJ:.:::
e.xca7ated ar.d
j.er.'csited. as
abnv~~ tn7e~'1'U" ~l.t~ c'.l
'-. c:;, 'Vbjl,.; ,.:.1.:"...."'. ~J, J..~ __-,'..A.
+J :1, rii (j ..? ~~' ~: (-~, ::-t: G '":~' G C
from the linE>' wi' the l'oad, shall be the p~()perty of the \:;r;unty and.
the contractor \7:11 be held responsible for its safe keeping 'Until
o. .
removed by the proper autl\rity, or until the contract is completed.
~. CULVERTS. Culverts are to be of metal, ooncrete and of wood
as shawn on the profile. The metal culverts are to be construoted of
galvanized corrugat~d metal, of a percentage of at least 99.~O pure
iron, and of a design and make approved by the Engineer.
Log culverts shall be built of sound cedar logs not less than 16
feet in length, not less than 12 inohes in diameter with tie logs at
intervals of eight feet and between all courses, properly notohed into
the face of the log 0xtending across the full width of the embankment,
and anchored where necessary. Covering to consist of cedar slabs at
least six inches in thiokness and extending across and at right angles
to the side logs. Lug culverts to be constructed and well drift-bolted
together as shown by the plans furnished by the Engineer.
5. .c01!Q..RETE Pl?~~ Concrete pipe must be. d~nse, ~mooth and free
f:co!rJ. c:.ny 1l.'1perfectio:'l that wouldirr..pa:i.:t: itF~ 2 tJ;,p.ngth. It shall be
mix.ed in the prQPe.rtl.or..s of one (t) pc;,r~, 'P:.x:tlF.l.:.d cement, two (2)
parts sand s.,nrl o!.e c...n<':' c::.E}.-.bal:f (1-1/2) PC'vI'ts '''fH.'an pea. gra.vel; or
one (1) part ?o::,\J. :=tIll ('P,l!l:'\U~ <:1'.2.d Lb'!.'C:1'=' ()) va:" tR ;.; :n'operly graded
sand~
:ranging
. .
~ll (.l~..'.
~: ,.....' 1.' .h.'-'" f i'i /'-' ',' n "'1.-. .~ 'il'iYl "':0 one hundred
...:1:..,1..... Le.- C..l. .,..../'-; .,."..._u w.e",", ~
(100) mesh to the i~ch, tnaroughly mixed and t~~q'~d .~t0 forms.
u.- ter4"1 ''-a1' ". v.f.'.,.".... ........,._" "".''''.''''d'- ."d. ., a."l"ll..f..p..l ['.la'^'..... ., htb ' 009
J.\'!<:::L ... "..0... bf.J.....,....JJ,,-J-:..., "..V,.\ l,.", vl'.<J ~~ Vc;;:h....;.. ,r:"'~.- L \... \,,/.1 ~"....'. ...."''''' 6\.4.:;..~ ........., J..1l """~i J
by
th ^ ...' C" t;r" .. ^'. ~'Cl'" '-....-18 '1'r..:4....,..:'.-.Tl'.;."',.'S' v...f :"'~pe shl:!l'l
2'; .~meri\...Clon ,)0";;;.(, J. i'eI. :e.f::~l.:lJ'6 ~VK",e...:'.d " -' "--" v. -. y- <..v
\
not be leas th~ll t~~~ SDown in ~he f81J.oningsta~J0 of dimenaioDs:
~. ...' ,. ,j... "'''. ,. -:-..., "-,:;
. ~..!cE ~'~'?-.J.J~~!. ~ ,,> r .
1 c.. :,~ r'. c ,;.l.~ 8
'!:h.:lJ Jc:r..e s:; " .
- 2 -- -- j.ilc't~e s
18 r
c:l~ 11
7,C it
~.,r~ ~~
I'"
4;:- "
)4'ezj H
....
c
,1
').. L .Ill..
1._ '..' (
3
",_~l /l..J,.
., .-, '
-1, ., I')
.,/ -- .....'
4
'\
q
"
.1
.'
.<
...:p.I,)_
~rvt')-'~::"'~+bi~ ::.-r.~,.: ~
_ .,11..... ',j ':l ;:+].. v.C. ':..'
"r '-' ",,';~. r
~
." ,I . "V c:.<,,':~~"r.:'~-
Re inforoeul"~r: t
""'I'...,,,~"'! '~",,").L_"'":'''''''' '~lr,'Y'
""'(~(,^,.t....\.. ~)~'. \i.l.. J.~..J,lg), ,.......
me :-;1'1
:J i a J:In:' ("~r (' d.
t:.t);,: c', ~ ~~ T.:
a.cooI'dance wit}} i,!:"<,, :'.'cl:'~7!~!.ng t;ab1e of vi,~~lSj;t~,; PE;\' dl.~.''::.<.;,:.t: fc,~.~;
and sizes~
Joints of the reinforced concrete pipe shall be of the lock
joint type) or butt t~lpe, with positive c,onnection between sections
\.
of pipe < Joints .shall 'De thorough1y 8ealed with a mortal (lomposed
of one
(1) part Po:r~land. vSl1'!ent and 0:.'0
.'... )
\ _L
part. .sand.
A trench Gb.p..l1 bE: dug to t.te line8').lld one (1) :foot be.low the
grd.de gh"en by ~he er'gi-;1t\rr, if so o:r:dersQ. c:,::m. ba.;Jk-:fi.lled with
gl'r.1"\f'c:l 0"': St: i ~~~\.~)1 ~ J~):- ~'(::'l~1~~v1
and
t.hOL'()l::'~::.n.~.\' ~;-.-..:n:cdt:o ~d.,,.e. ar. lli.-l~
'-".. -' \0.1 ~
y::. 'JldiJ~:6:'o\..m.d<,,:..1,.:)..:\U , t-\.f"~ ~~:r t\e pipc.; ].8 p2.ac '~d. '~he ";1' ench sna.ll
b3 "b::'Ctk..fiJ,led wit,: ~::i:2."I'I.:i': cr '~tt.e.c :~.d..')""(;:j", !":'i[..i-;S.r;.<:J..J~ a..nd. tho:ro'..tghly
taro../:JE::<l a ~~ ta,c }.;:.. f i 1. J..;. -"C ..:':".,€,,:r \:' .'.;.... ~f.; ..
Sf ::~t;. i.o. 1. c':.. '~: t'i('l~ t :,~ 'jr~ s<;,~a11. b8 ~.L\;e!l
to 1;e.m.r-in~ j.)h\~:.::,
C!(::mr:L8k} :pir",~ ,i'.}l '.Jr-. .(,'i.i.,\ :'c.'~:,' ("~ \~;.,t,::,.'.:" .p':",..;.- .DeX linear
foo +- ~ 7'.....! l' ," .'" ". +1..,....".,,~ l' .'.,... .
VJ .,......L......~\,..L...L.....~'\ ..... ./.,4~~...:~...~J..J.l1=:..,'
r:.i ~o c.),~ ~1 f;Ll ~~!: t i:l~: J c ;.~.~ ": C;.' I
,.' nS-f::'llil1g and
ta.!'(lP illg , :E;X').;.,-';~ t i. ~~..~V\ L.:' 1: f' ','U Cr'i!':\i. ::"~' ';:'1' ,~" '}.' '. t',l) .,. :f",r 1 ;:' c:; pe l' C':;.b :i.e
ya.:rd..
r
C.,
n1I~'.::l'r:'LJ 1\ .-.... ~T" .,-,.,
-~. -:~.l.!::.::..rl._...:t.ll~~l. J_;;'!2:J,.t\.:.. '.
:I,' ....~Wl11.r .,."", .-.'-~.~. ',.. r'l']~"f-'~t" +"'''''stle
".....~.... ".J,i.,U....O ':""':.~... .::l.......~>I...ioJ... ........,.., " '1..\0 ._i~". oJ ~,."'.;.
WO'f."t:., b't'..i.(1.ge d,l-,-\..t'1l;rrl.~,. i1.i.lC' p~.tr., b\_,(~S~S ,C'l.Lalj, L': ..j.i' gocd 9ua.ll.1;y No.
1 Jon.11l0:1 fi.:: 9:' 0sdJ:,:r., ;~,d the 8L~g::i.:p~_r:-';JJay cU::'~{;~, .;:t.sc, :.~'l'-:a: ~.n.ckp.a,
wanes ~ alack ;;..r..c',. u.nl:3cund bw"!:is and a'I' d,,?...~8y 1 ard. ..., .... ~ I - ,. ... IT'.::;.i::\. "Sur od
.l.... .')I.l..LC"_, ..J. .L u'.'
by the 1000 feet tJ')~':\. d w'::'c f. "u.J.~ i-} ~ and. t':rlS .~l)~ i C\ "3 !i ':,;r 1(,(:0 j~t . b\')a:rd
.""
_l.."
"-{~
-?;' .~ -::;. 0 -: ':.~:'~ 'J C oS; ,~!: ,~. ,~ '
_ ','~. ~~. '";,.~ ~:~ \'-_:.: .,:,.:}" P -; s () :~" ~:: ',_," -~'. .~:. r:.11 5.',~:). "'~T.r:--.~::~.-;--~--,
,.....,.11
,t','
.,.
measure shall be understood" to cQver the expense of all
. ... ... .>, ....;;:;;; ,
.....".~~P,....
':.',:-'~,~'~?~)o:,-~!4~~~,_>,..,;"" ";~'''_: _-:;._ "" . ",.,,': ,'.,,;-'>7,",,"':'"
-i;.,':.' " '".,~'" ,- -IJ<'
." ~', ........ --'
'3-" .C, .1\. ..,
, .: :r D ~. \:.) 1, 'L
,
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 p~ans, exclusive of sap or wanes. Allow-
ance will be made per M. B. M. for newedtimber inacoordance with
dimensions shown on plans for the sawed timber it replaces, at contra.ct
price~er M. B. M. for timber an~ plank in plaoe.
Guard rail on and a;oun4 ou~v~rts shall be estimated by the
linear foot ofgua.rd .rail in place, a~d the contra.ot price per
linear toot shall include all n~cessary digging and back-filling for
posts, on embankment and at end of bridges, and painting post and rails
with ~wo coats of white lead and ~il.
All timber st.ructures shall be built in conI'ormi ty with plans
to be furnished by th~ engineer.
7. GM.VEL. .The'gra.vel surfacing of fA teet in width and ..Ie...:
inohes deep, ehall be oomposed .of gravel of hard substa.ntial mater~al
:',
ranging in size. up to two (2) inohes in diameter, in gxeater'dimen-
sion. Same shall in n9oa.se containa.ny petisha.ble material whatever,
&nd not to exceed twenty (20) per cent. loam, ox 9ther binding
material. Gravel s.o furnished~ to be measured on the grade.
.,.
~, .
8. 'FOROE AOOOUNT. No force'acQount bills will be allowed~ unless
.
.' (,,'
upon w:i,tten ~rder, ~ignedby .the County. Engineer, p1:Qlor to perform-
" ".
a.noe of work. . F<?1:'oe aocount wo~k will be paid for at the. actual
... .,' 1
ooat, plus ten pet cent (lO~): no' charge shall be made for the use
of equipm.ent or ove.rhead expense.
Th~ a.moUIlt and cost of such extra work shall be q,omputed by
'the Oounty Engineer and the amount certified to by him sha.ll be
fina.l and conclusive and binding upon the'Oontraotor.
Bills,for ma.teri~l and supplies incurred in this class of work
. " ~. '
. will be. a.llo'Wed to Q.ontraotor upon reoeipt C?f origina.l r'eceipted'
~
bills, approved by the enginee~ .and attached to statement of labor\
,
..~.~ 'j
......'.............
".
'....;tr,..
"
.'
9
!
f'
I
~
~,~
l
I
-g..
:'1
.~
,~
):
1
~j
.~
f{Sl:Af;: q
+ :p:,J~ij:C
'~~.i::" Ii JO ~:,
~:'::'J.P '2,f' 7tt7.~".C q
tC1i'
.' .' ~ .
G~f ;'1J~ 8 ~:f
,>: :~:' ~1; P~;{; 3.:. ~
. ...... . .
:? tr ,10 ~~ ;::.; C )~ ,.. r,
.," .~-
c: :-78
:'.:,: ~~~? .~~:. tr:t, ;:;,
:.:)...i...'\....,..,.
'-'.01 ". . I
r'" "'" ,:'/ .~: .;.. ~.: /::. C:: ::";:
.' "
'.'
. .:; ,::'; :'~, :'~'; '}.'~
. ~i"' l'~ ~.-~.; .~~.~ .::;' l::-~ ,.. .~. .... 'I"~ "..
.. ;: '.1.
~._....'--~.;.."""..,..,..,.....,,,... ,.,..._,.._-,.~._-
9. HAlij) PLAOED atP~~Sha.l1. consist 'Of stone :of dimensiqns
~8 nearly reot,ngular as possible) sixty (60) per oent of which shal~
ha.ve a volum~'llot lees tba.n on~ (1) oubic toot. It sllall be la.id down
.by. ha.nd on pr~pa.red elopes of suoh embankm~nt as ma.ype designated,
,',
and to such ~tJ.;ckneee a.s may be01rd.ered by the eng1~\?e:f. aip~a.p
sha.ll be ata't~c. at the toe of ,be ,emban.ent by digg1ng $. trench a.nd
placing a OOUlEfO of the J,a.rgeat a~u~1S therce1lh Ai ta.$ .a\.~ p;ra.ctio.a.ble
..
the siz, 0: $n ,to~, Eib.al'l leot~" from tb~ bottom to ~t top of ~b.e
:t: . -';
ripl'a.p. E~Q~!o.~ ~pall be so raa.Qed tha.t .l~~~;~~~" <1tl$l1e slope
pi the emOan .>.t,a.nd. not .~P~~y on thastQr>,e \)~~9Wl ~~~.. ~.. $.ll be
thorOl.lghly ha..e4 (),~r1yen 1hto1ta pla.oe, 'the" <?~~J '~o. of a.ll
,1""'- , ' . , . .. ....." . " ., '..., .":~,, __,_,::,....:r.:::...
hand Pla.ce~,.$1~~:p $~1J. 'be rna4e a.s SUlQ6th N tw $~.:~:' lir~~ of
~ r'
~e $to~ w~),+,~~" _
;' .,~~.: '~t~1 ~!~~ te~ ~~. ~f.'~~"~~~~p 1I'iJ;1 ,~Ql~
Jurn~~bJ:n@Q~,':.~O'~ . ~ t~ Q,Q.n.tf~t()l'.~. Wnel!e~er tnqi.~e~,,,. t..:t:' ,~pr~p
'~ '.
i$'t~~en fl'o,rtl a. out in. th~ .:to~d,no 'Ov:erl:la.\l4.sh~ll 'Qe al.l:Ofte4J. &M
if by l'~s()no.~,pprop:ria.t:ings~oh l'oo'k fot riprap pu:r:;PQS$.s, 'G~
$~ope wal;L Q3!" .,on:y a.S lV;~r~afte;r p;ro-,ride4 f'o'r~. a. ~'''ie of .t..
.'. S
e1'1a1 for ~.~~ent PW.P~~.4i~.lJJ. t;s.. tllce ~Q:Q,t:J:i<q~r $il'ba.+l pla.ee
~ount of_~~~ent tq.~,~~a.~.~t to VQJ.\1m~ of$\(>n.eJ.",'$~q, ,i;>. ~.~'J.:a.P
or slo{>e ~lJ. Qt, .~e~mry, q.t 1\1.$ .own ~a)enR'.'" :,';
to. ' [SL~?~,~'~I.,tJ, Slope wall saha.ll be.. oona t1''UO ted ~ t such
pl~ce$ ~s ~t be req~)~~d Q1 the engtn~e:. .0 stone lese tha~ a+x
,.
(6)inQb.e,S i.n tbiokness Qr lesstb,a,n O.)o~l;)J,Q. .toot i.4 vchmte shal:1.
be used 1~ t~. bQdy ()~ ~t} ._il'~ al thougn s~er ....~~:o.nes ma.~. ,be used
1;0 fill ;l.ntea;s1;iees...i.~~,l . ,tone sha.~:i 06':! ~a.\9. #lS!.t ang,Qn ,1~s natural
'. ' , h~~"'~ . ." :
bed. P'l'Qper ?~1:',s~~~r ~f exer'C1~Mtd'Q soeuJe. ~o~d" ~J);~ cQ~reot pro-
....-",.: .
portion Qt h~~a and i~.toher$. ~~~~ d~~$n~~onq of s~ope
~ '~: '~;,:~":' " I - .
wall sh,all be :,UQh t'b$.t 'fliththe s'Ultl of the front a.nd tear b<,1.tters
equaJ., to t-WQ t~ i.nob.e$ in twelve (:1a> inohes, the w~4th of t11e base -
. \.;, .~..
shall +:+ot be ~;~i!~ tha.~. QIl~third (1/3) of. ,the f1ei~ht. In no Gi-se
. .
8ha14 iha WA-d't-i;!. l1}f 'the top be less t.ha.n eiglitef:Pn (+g) inches,fhe
c~$e0f .. '" '.'C.
'Qotto~/sldP~;~ll. shall be )..ai.d ip; :a:"'speo~a~;1 prepared treriCll;t.
~9... . .
:.> "
,~ . ,,- \ ~'~" :,.-
tf
~.
" . ,~.. "'"
r
I
!
Contraot price fQt slope w~11 will include tpe furnishing of stone.
Slope wall wtlJ.. 'be esti.mated $.S the volume contain~c.l. within the lines
of thepla.ne furllished. by the ,ngineer"
11. ~Al1:rubbl& _sour.,. toomp~1a.ng bridg~
a.butments, vert~o~).. a;ld ~tte~~~\!flf.~ ~p.Q. Q~lv'f's, etc., shall be.
J.a~d in Po:t't,1.~~ c;o~,nt lUQr~a.: COJl{.lOiCd. of ox\o't}'''' ~~,e~~~nQ.
two (2) partf ,~nd) ~te+ials to oonform to s~q~r4~ a~ ~4opt~d Aug~
ust 16th, ~9~~1 py tne American SOCiety for Tesl~~g Matef~~~~. Sa.nd
." :; ~;~
ani c emen t a~Ja. be m1xed tl1~~'o.uil\lY PY' by t\U"ni1\g wi 'tb. ~,,"'l u. .
morta; po~, 'tf9i' ~441~~ w~t~;~ W~+C~ ~~.~ ~ "~9 i~~~l+J ~q
avoid waShi..:q,;j~e cem~nt ,.~y f;-om th~ t;?'nQ,~ T11"~tr~i~l~s of morta.~
made at eaQh~~Oh shall 9~n9 gr~ater tha~ wi.~~ ~~ ~6e4 t~ t4t~~Y ()O)
minut"s, af*~J_'i+a~begt~~~f tQ ~~x wt~l1 wat.,! 1f-~J'~tlN;~ be.
gUn tq..* ~'f.'I.' u'~K, t' ..--l~ ,~~ \), ''''.,'~'~t!_'S \J.
rhrown "'r..' .I*9ne ~.ed t~ .s~n.;y l$bal1t .~ o+'t"r t!~~~f f},'.~~f;l-
ded stone. ,~,ote4 ~to~i~hQ.:l.1.r p~ use4. ~.~~:l,t ft~it~'. ~i4: rr' ViA.1l
and cOPine;~ ~,~ mo;'e t~Ilon~....fourth (f.l4) of 1t~, i~()~7 ~haJ.~ b~ less
than one {tJ f~~t tq;qk~ ~~d ~o stone s~~~ be ~"$'1~~ ~~~ <~) ~nQh-
es th~ck o~ \tt,~ aped afe~ +~s~ than on~ <;) ~'l.~a.Wrr fqjlt ~1+
,~ : .. .
stones useq, ~; ~he f~ge ~~?l.ll have a len~th eq~t 199 a.. t +,a.Sl ~wQ an.d
one-half <E-li~) tiIlles tl1e rise1 an.d a wig.th of .~~ +~9-~1 I:lip.~ <9) inch-
es.Headers s~~+~ forw at ~east-one-fourth (1/4) ~t the w~ll, a~4 wh~n
wall is less, ~~~n three (3) feet in thickness, he~ders s~11 extend
, '. .,' ..,;.';' . " . .:'.-: " .' " .: '..: '
, ,
through. BO~~9f all ston~s ;n face, he~rt, a~~ Qac~ s~ll b~ ~~
least six (6}\rtChes, and joints, both b,orizonta). 9-ng vertical, shal.l
, .
a.verage not mO!p~ than one ~l) ~noh. Walls shall be leveled up and
cours~d long~tlt~j.nal.r at ~very three (3) feet ~:p, height~ All ;J:1,lbble
masonry wa.t~~ Ipall' be f~nish~~ w~th copix;~ Of ,~~::l-e~te.<i ston~, no.t
less than ~~IIt>) inqhes th~9k, Wfll ~,*-ua:r~don ~Oiftle" bed.s anq faces. '
'\lP9n cQrnp;let~on of $~one wo~k.~ al* masonry shall be
pointed with , ~ortar 9o$PQs~d of on~ (1) part Po~t.+.and qem~n~ and
l,
one pa+t (;) I~~d~
.,..lO.....
...
,.
"
::; ,," :'t. '.'~' ~,;. It'. 'fr ~~., '.: ,~:5~~.;,,1
. ~)J;'f 'r~:~~', ~i~~}"~~.::,?!t,;\;.~ r,.' ~,
,
"'''~''I.. ",).. '. "
11"" .. ..1 .ltll':I..f:'
~:\~'I~' .,:"t ". --.1. ! 1.;
'\," ","" ~. 'j".",
;' ")T",~' ,( .:)" " ~.: .' -'" < .
.,. ,..,' 'J."!""'''''' J.d.,. .,,~, .~~l~. ... )1 .
... .... . :dC,.: '.11" !i ..~ .,' t.. -l',;Ie ~~.'*.A
.:' ) ....:" r.1 ,i" '\', 'J,.> ". ~ ....,', "(;~"'~ . '
.. . , ,~", .
,.'1'.
"i..
',~,.. ,'::" "
Contract price fox rubble. masonry will include furnj ~;ldng
of stone and materials. Ruhble masclln:::'y w.1.11 be estimated. a:;,i tho \701-
ume included between the lines of the plans a.s furrd,shed by the engi-
nee:;.
l2. .QONCRETE. Concrete shall conprise first-c13,ss concreteJ
second-class ooncrete and rubble concrete. First-class concrete
shall be mixecl in the proportion of one (1) part Portland cement, two
(2) parts sand, four (4) parts broken stone or gravel, Second-class
concrete shall be mixed in the p:r:oportionof one (1) part Portland
cement, three (3) parts sand., f;i.ve (5) parts broken stone or g1;avel.
RUQble concrete shall conststof second... olass soncrete in mass work
in which large rock are i.P1bed.c1ed, each rock being entirely surrounded
by the concrete and sepa.rates. at least six inohes froIll 8&00. other and
from'the face of the forms. In mixing concrete one \1) barrel of
.cement shall be taken as equivalent to tAr~e"and eight.tenths (3.g)
oubic :feet.
,Cement shall be Portland cement of a bra.nd approved by
Hi.ghway Commissio:ner, oonforming in all ~ys to the specific.ations
adopted August 16th, 1909, by the Amerioan S90iety for Testing
Materials. Each shipment shall be subject to a. .rigid ,inspeotion and
samples shall be taken by the engineer, a.t once on delivery, from at
, least every tenth barrel, and forwarded to the Highway Commissioner.
Provision shall be made by the Contractor for storing
oement in a dry place, each Shipment and Car lot being stored sep-
arately. And cement which nas been rejected or damaged in storing
shall be immed.iatelyremovedfrom the worlt at the expense' of the con-
tractor.
sand snail be cl~n a.nd coarae, or a mixture of coarse
and fine grains w~th the ooarse grains predominating, free from c&ay,
1oa.m. sticks J. organio matter and oth.e.r impurities..
Broken stone sha.lloQnsist of pieces of hard a.nd durable
rovk a.nd shall be free. :from soil.,sa.nd or dust. Size shall be such
that it will pass thro~gh a two and o~1;\alf (2-1/2) inch ring and
-11-
.: ; ::.: '::;j ~ '
"I~ "Ii .' ..<
'I.
~ ~.,' '".
..
",
\;
bereta.lned on a one-half <t) inch rlr.g,,, :;...nc~ YVt3l1 g:l'adG bet\'\I'i.::e'c, 1 ~;,'1li ts
to secure a ~inimum of voids.
G:rav81 shall be composed of clea::1 pebb10FJ; f7:e.e fro!",
sticks and other' .t:' . matter, and containing no clay C1 othe.r
..Lore~gn
materials adhe:r: 1.r:g to the pebbles in such quantity that :...t ,~:;:.l;nnot be
lightly brnshe,i, :)ff with the hand or removed by dipping Hl ,!Va ter . It
shall be 801:e6(',(3(1 to remove the sand, and be of such a size that
particles will pass through a two and one-half (2t) inch ring and be
retained on a one-half (t) inch ring, and well graded between limits
so as to secure a minimum of voids. Gravel shall be washed if requir-
by the engineer.
MIXING. Approved mixing machinery may be used.
Hand mixing shall be done as follOws: The Contractor shall
provide water-tight platforms, of an approved size a.nd form.' The sand
and cement, each in its proper proportion, shall be thoroughly mixed
dry. Enough water shall then be added to make a plastic mortar.
After the Mortar has been brought to the proper consistency, th~
broken stone, having previously 'been drenched with water, shall 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-
tic 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 oan be incorporated with
the one previously laid. It shall be so conveyed aD,d placed that
there shall be no distinct separation of the differf;~:lJ~ ingredients.
Each layer shall be tamped with iron-shod tamping bars weighing not
less than eight pounds. The faces against the forms shall be well
spaded to give a smooth even surface when forms are removed. All
Jnortar a.nd. concrete shall be used. whi.lefresh and before it has been
$et_ Any mortar or concrete that has taken an initial set shall be
removed from the mixing boards, and not used in the work. No re-temp-
er1ng of mortar or concrete shall be allowed.
...12....
J: (' :3 \..~ <~~ .; \ ::.~~ ~';" \;:
- ---------~
,
"
:to ~~': ~, .L~' ;~'
,. ...._-;.;\.;':;;.
'_-,~' 1
r-
....,:;.;;t~
:"~"_'-:'.'~'7~:
I . ,. r-.o"""r"".'" '" 0 1-' 0-.,0 +0 r.orl,-;~"--'>t') t~-L3.t tis..3 al-.
n Joining ne'" " U'-' \.' ",c, ",_ :_,",-- ....... _ _ ~,_v
ready set. preo.:'1ution shall be takr'm t,'..1 <-;C'J,n:r,:> c', .::::;:-::1'70"; b:..H1.dt.,l;:-: b7
cleaning, war,;h:L.j,:lg and roughening the !\"uj;':'::'3,J ready Ll.. tJ1.:::"(ji3: 2.1:.:' by a
sprinkling of nea~ cement liberally over +'ile old faces,
All for~nR, shall be set tru'3 t.o the liI.!.8o :.E:.~1ign8.tt-jd,. c:.,:!.d
the interioy. si)apt'; and. dimensions shall be such tblt the finJ.sQed con..
crete sbalJ. coLncide 8xactly 'JVi.th the plans of the structure. No con-
orete shall be pr)U,red:.mt,il tIle forms have been checked by the engine
eeT.,. Forms shall be built with surfaced lumber, and shall be oiled,
,.
l..
\\
if required by the engineer. Falsework, centers or forms shall not
be remov'eduntil 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
flactt and water and rubbing down irregularities in the face, No
plastering of any surface will be allowed. Any concrete which is por-
ous or \~hich has been plastered shall be removed at the expense of the
co ntractor.
The top surface of structures shall be formed of mortar
of the same proportions a.nd, of the same quality of cement and sand as
that whioh forms the matr'j.,:x of the concrete, and shall be finished by
cutting off the excess with a str:2,ight edge and rubbing the surfc:,ce
until smooth.
Concrete shall not be laid in running we., tel': no l' shall it
t.: be. .1a.id in still .'JVater: nor exposed to the a.ction of ':;at~:('bGfore it
~;
,:it laset, exoept with special written permission of the f~ngineer; and
t1i.e:a",in such a manner, and with the use of such special equipmen.t as
the.engineer shall direct~ Concrete shall not be laid in freezing
w&te;; weather wi thout special permission and specia.l instructions
from the engineer. In hot weather, concrete shall be covered with
oanvas, grassl weeds or otherwise protected from thE; sun, and. shall be
wet down u.ntil thoroughly set.
Concrete will be paid for at the contraot pri.ce ..f,or tho
-13-
c: J r";: ;;], J.} _; 11 :":"". 1'1. ..r
,. ,J4~....I:)"; .'~"J :;; ,~, .~ ~.,.I ",1..1 ~;....'.;~""
- ,
, ' ,
~ f.~:-:~~: "', \t r. G i::., 17.~.~ ~".:: r~~ ~? .. Tn)
("r I
,~' '-(1:
" ..~
. ..';.
..~".>
~ 'v'~~-"""
various classes of concrr~te,~a.YL(.ent. t;ei~g lIl':.:td.e fo",= th3 actu;:,,] 'vnl.-
ume contained 'Jill th ~,j,1 the plans fUrl) i :;,[l'J:~';' y cl;o C"; ';:::'fl(> :';J:' 0 CO~: t !'2\.O To
p~ice will h:,clt..d.e furnjphing all l:n:1tc';J:J,)dF for (_;':--',lcr::.~ni ani .~l-;
ma.terial and lab:)r ineiclent.aJ to const1"~otj_on of forms. ~,ri\i:r:6,ch('et
piling" cons tr1.l( t j O:':l of (:,)fferdn.ms , divers i0Il ')f R t;'c~c.,;Y~G, c'1:jJ. ~.]),:.
like. All :':X~;',r;:<,ti")!:;8 tc:': foundation pits will I.,~ aJlow,-'d 1?lnd (;stim.~
ate~ a8 exne7~ti0~, ar se~ f~rth in paragraph 7 of ~h~z( 8pec~fioation
13 r STHU.Cj}~u:ef~_L, STIfJH~_$JfA.P_ES_l Except as otherwise provided
by the ao spec if'Lcc... tiOrl8;, S 'G!""IJ.c-Gure steel shap8s shall be medium
steel, made by the acid or basic open hearth process, an~ shall be
uniform in oharacter. Finished mater:i.al shall be clean, smooth,
straight, true to shape, of wcxkman~ike finish and free from defects,
fracture must ;:;how a uniform f:tne gl'[i,in ,)f blue steel gray color,
entirely free from a fiery ~lst~e or a blackish cast.
I-beams a.nd st.::::uctural Sha.p38 shall 'of' thoroughly
cleaned of all loose scale, rust and dirt be~ore going into the work.
If not protected by eoncretje, contract price per pound of s Geel
shall include painting; -+jWO coats of standard pigments :lond linseed
oil.
14. REINFOBCI:N~.J31B.9.: All steel used in reinforced concre
te shall be cold twisted or corrugated, of dimensions as shown -:>n plan
They shall have an u 1 tj,mate tens 1:e. s t:l:ength of 550- 000 to (0,000
pounds per square inch, and aT) elastic lim.\. t of no<; less than one-
half of the UJ,'tim2vte str;:;ngth.
Bal'F.l shal'L lie thoroughly cleaned ,:.Lud fLee from paint
a.nd rl.X'S~~oale be:~ore golng intc tho work.
Steel rods used for X'E>infolCed concrete will be :paLi
for a.t the unit price named in the contract per )ound of steel in
~. .... ,!>Jl ~
plaoe and will include bending, placing and all othe.t' incidental
work.
15. EXPANDED METAL: Expanded metal shall bf) used where
called. for on the plans, and shall be of weight and size of mesh as
~n~ioat~d thereon. Material shall be of medium stee. Price per
-14-
l
. /" ,. ',. . \ ~ . ~.J' -~,
. .1
~l
I
'"'. ..
.,
\, "t ~.,
square foot of expanded metal ':lill :i.l.C ludE::tll neoessary bend.ing~
I
outting and placi~g.
l6. PIPE RAIL: The pipe fo:' 1,ipC' rail:',::.g shall be :,'1,o.n-.
dardone and one-half (1...1/2) inch wrought iron pipe ~ smooth a.j~d.
round. All fittings and connections shall be of the sphericc.l tY~,)0,
P:r;ice per lineal :foot of pipe will include furnishing of post.s a::cl
fittings, cast iron foot pieces, and two coats of linseed oil ;~int:
as shown on plans..
17. PILES AND PILE DRIVING:. Piles, whether in found~tions
trestle work or pile bridges, shall be straight, of good, sound qual~
ity, first growth, winter cut fir or cedar, as the engineer shall
designate, not less than eight (5) inches in diameter at the small-
er and and not less than 12 inches at the butt'end, and of such
lengths as the engineer may require. They sh~ll be measured by the
linear foot after they are driven and cut off to rece.i.ve the super-
structure, and the price per linear foor shall be understood to
cover the expense of driving, cutting off, removing the bark fro:n
the part above the ground, and all other l<.:.i.bor and material required
in the performance of the work; but that portion of each pile cut off
shall be ~stimated and paid for by the. l..:i.nearfoor as "piling cut off".
Piles shall be driven to such lengths and to such penetration as the
engineer may requi~e. All piles shall be cap;ed or ringed during
driving to prevent brooming, if required by the engiree:r,
1<:70 CPI;>B~.N""
o ..-=.::....E__+_~._~ ·
Timber cribbing shall be b'..l:tJ,: of sound,
straight logs of tn0 ceEit kj,nd of timber at hancto 'lhf, b":i,rk shall be
peeled from logs Defore placing them in the cribbing"
Where 'Jxibbing is placed on earth fOll!.ldation~ the lower
course of logs shall be laid upon muds111s, wh:tch sha:l not be less
feet in lQngth i2 inches thic~
than three (3) :Beaes-=tiRi:SR,/with a twelve \i2) inGh face, and
placed. not more than eight (5) feet al.)a:rt and sunk in the ground so
that the top of sill shall be level with thc-: - soli(l gJ;ound. Th'9 low-
er course of logs shell be notched so that the f'la'G .3urface shall rest
upon ea.ch sill a.nd shall be drift-bolted with thrG'3-fourths (3/4) inch
-l5-
-
drift bolts, extending at leabt 3lY
inJ~es intci the sill.
.
'rhe tc;p '.:.~ourS8 0: logs f-1h:),IJ . .
ltert to the cour3~ bp-
. . ". ." '. '., , . - .... f.'" ( :3 ') , ., - ...t' +
low at ~nterVGl.lo r.n 61.gh-l; ',61 feet w.:,:.:;h t.i.}-:,.0)~> C.'uJ lIhc :lj:', :....rlC,l!:.!l',l u
bolts, which shal1e~;:te:i1d at least ten (10) :Luehee hltC the s(~(;oni
log. Cribbing shall be buil t of logs not J.ess th::J..n ~--;:"'-,:G.~~., (16)
feet in length" and twelve (l2) inches in diameter at the sYni-"IJ.G}' end
and each course of logs shall break joints wi th the adj,acen';:, ;)CjG.rses.
The crib logs shall be held in place by tie logs laid between each
course at intervals of not more than eight ($) feet and at right
angles with. the faoe of th.e cribbing, extending towat'd the center of
the road, andot such length as may-oe necessary to securely hold the
cribbings in place.
The tie logs shall not be less than eight (g) inches in
diameter. shall extend th;J:ough the cri.b timber four (4) 1nchea olear
of the outsid.e of the crib, and each tie timber where the crib timber
rests ~pon it shall have a bevel out to fit a Corresponding cut in the
crib tittibet, so that the cri.b timber resting upon it shall bpb,l up'):r.,
the cr~b timber beneath and there shall be six (6) inches of ,;;lear
wood on ~h iiae timber between the bevel cutSj and they shall be l~t
into the orib timbers not less than three (3) inches.
C:i:.'ibbip,g wiJ.l be, estimq.ted by the linear foct (')f legs in
place; Includi:'1g -fie logs ~ and the contract price 8he.ll'::lclu.de the
f\1rn1sbing ana p:i.e,0ing of nJ.'i:f-s oolts, and. all i~1Gid::mt axoavation.
19. Ci):,)I~1.E GU5'T~.R8 ~ Gobble gutt':-.l'S \\1,1.1;. ,,;o,{.l.Gist cf round-
ed. . "hard heads" 'J" '.'.;p" (.f,Y"VvGrn boulders.. 81..i.i tatl(; C(~,. ''',~'Y SCOI.:.C m:=..y be
substituted. 'I'he:v s:'lall be four (4) to eigh.G (5) inche.s in diameter~
and she.l1 be set wj, th tho longest dimension verttca.l, i!1 a saud cu~h-
1on,at1d be well bedded and rammed. The largest dtClllr3.3 shall be
s$leoted and set along the edges of the gutter. Stone shall be
brC1;lIb.t to a uniform surface and laid. with close joints to grade and
l~ne by skilled workmen, using regular paving 'GO,J'J.s t l'he gutter
SM.ll Qen be thoroughly grouted to wi thin one-haLf' (t) inch of the
top of the cobble, with a cement mortar composed of one (1) part
..16...
~ -."J'.,' .
."~.,., ':''''/.~' ,-....
~..' :,'-'. 'c',~:. ~,.;
.,
three (3) parts clean s~nd. Cobble gutters will
be estimated by the square ya.rd in place as shown on standa:cd pJ.tvtlS1
Contract price Will include all excavation, sand filler, etc., below
the finished surface of the gutter.
20. CONCRETE GUTTERS: Concrete gutters shall be as indicated
~
on the standard plans" formed to dimensions. Conorete shi3.11 be mixed
in the proportions of one (1) part oement, three (:;) parts s2,.nd~ and
five (5) parts aggregate. Materials shall conform to the standards
adopted August 16th, 1909, by the 4merioan Sooiety iQ~ Testing ~teri-
also During pO~ing, oonorete shall be well rammed, Until mortar
. " .
flushes all the surfaoe. Concrete ~tters 8na11 ~e ~id tor by the
square ya.rd in place, as indicated. on plans. O.ontraot price will in-
clude all excav~tion below the surface Gf the finlsbe4 gutter~
tt.t. P'OROUS TI~~: Poroua tile sMll be 1&1<< 0$.. 1"~uired
by the engineer. A trenoh shall be excavated four (4) inoAe$ palow
gra~e of tile at all pOints" and baok-filled to grade with clean
gravel. The ends of the tile shall be laid in clOse contact, covered
with a pieoe of burlap twelve (12) inohes ~quare, or by a strip of
b\U'lap $1x (6) inches wide and. long e1110Ugh to wrap 0&<1 aJW -"'hal~,
{li> times'aroun~ the pipe, giving double thickn~ss to the top n.lf.
!ae treaoh oarrYing the. tile shall then 'be back-filled with gravel, or
other su1~le avai~able material, and thoroughly tamped.: Contraot
pr1ce per foot of tile shall include jigging and ba~k-filling and all
all incidentals.
22. ~ITRIFIED TILE PIPE: Vitrified tile pipe 3hall be double
st~~th, salt glazed, sewer pipe, free from all defeots impairiag
i_ str8llll;gth.. A trench shall be exoa.va.ted to gxa,de CLnd line, as
g.j.1J"en 1;>, ttie engi;t.eer, or to one (1) foot below grade, if required"
and Oack filled w~t~ gravel or other approved material, and tacped to
~a4a to insure any unyielding foundation. Particular at~ention
shall be paid to exoava.ti,Ilg for the bells of the title~ to prevent
the bell from ~ing'on the foundation. Tile shall be laid with the
bell end uP-str~1 and all jOints shall be cemented with Portland
-17-
.1.;.:.........;..',
....
~
I
I
I
~;\
il
'I
~..
':.~',:,'::-'>~'" _: :"-~,:::i-::.:':';:' ',';~":':: ,~<,,_--', .<, .~, '1'.;:'::>'..::,'/ ,. :". :-',~.",' :-'c, ."":' ;':"-" "- . ", . ' ,.:',.-
pS Sg~r- ~ .;1; ....fyftt ....j....".....,*;.,....fti~._~..~;t?,~;rr.'!
bO:r.~l'gl1q CsmSI1~ 9'uq ~J1:I.Se cn b9'r..ce oTeS'u agtuq. QOPPJs fm:.csr.s A6.:rrl
,......
cem6nt mo:rtax mLcecl in -C:::h ~:)j~c:Por".;j.\)D:j of
( -., (~,. t
,JJ..l..t', ...L I 02,1.". (J'O~"V'~...":'.~: ..::....,~ 1-.."ft"i'-';
~ . _" _.t.lJ\" "'1. <..> '-'VJ.I~A. 1,1j_.'L'
(2) parts sand..
:321,c.y:-fill sha.ll be thorougn::.y
t2L!lJ.:...'ed a 2 i t ~:~-;...o r. "1 C':\. '.' "'i c.....
4,- .. -, l"~. r.:.'''' ':"....'.~......~
P'.'1Y in0: ,j r.C'
c ./:"a. .,:u',~:L.l,!, :l,1;tention ~o 4.oints~
...
Tils ~ill be na . f
,. .ia. or at the contract price JYH ljnes.J:
foot in pI-a ..
~ e, lnc.~ud1ng furnishing p~.pe. t'
.._ ,iJ6ID6n lrJ.Z j oi.n tR:7.,nd (jaok-
iillina.'; eXQav~iio~.. Wi_1'__ '
a ~ -~, - Dee 8 t iIDo.. t e d s..nd a.ll ~
. . mvec-: at con't12...(t price pe:r
(.:n.l.0j..) yard..
-1'?-
.
><
SPECIFICATIONS FOR GRAVEL SURFACE
#4/:414/: n n n N4/:H##H#HHt/J:
Immed1atel~ in a.dvanoe of depositing graveIt &a aurfaoing
materialt all ruta and inequaIitiea in the aubgra.de ahall be
leveled and filled by dragging the aubgraee with a log drag or other
device approved by the Engi.eer. Any exieting ruts in the sub grade
whioh oontain .tormwater ahall be drained as far as po..ible
iD advance of the d.raggiDg a..ve speoified. If the surfa.ce
material is towe hauled over the subgrade, the co.tractor
shall conetantly k.ep the .ubgr~d.,iJl good repair, drai.inf all
rut. and shaping the subgrade by dragging or ether m.ns as _,.
b. fcnmd necessary in order the. t the haul may t..d to compaot
and build up a firm subgrad.e. In case the hauling i8 d0:ne over
the surfaoing material already depo8ited, the surfaoe shall
be dragged as often as may be direoted by the Engineer, filling
up all rut. that .y be oaused by the hauling i. suoh a way as
to oompact the .urfacing materi..l already laid as muoh as po..ib~e.
The quality of the gravel to be used for aurfa.cing ahall be
a.pproved 'by the hgi:aeer and ahAll oontain suoh a percent&ge ..1
of olay or other biading material 1.8 may be directed by the Engineer.
A small perce.t&g. of sand or olay will be allowed with the
gravel, but if, in the opinion of the Engineer, there is an
exoea. of suoh fine material, auoh exc.aaahall be soreened
out and waated. Non. of the pebble. composing the surfaoiag
material shall exc..d two inohes in *heir largest dimension,
and it any larger stones are deposited upon the road, they shall
be remov.d therefrom by the oontractor at ais own expense. Any
stones exo.edi_g two (2) inch.a in their largest dimensions
Whioh are found upon the su'bgrade in advanc. of depositing the
surtaciD.g material .11&11 be removed by the oontraotor and the
cost ~t removi~g a&me ahall be included in the contract prioe.
!he surfacing m&ter1&l aha.ll be deposit.d u~on theroa.d to a depth
.f six (6) indhes and a width of tWelve (12) feet. The apr~diDg
shall 'be done as 'soon a. the surfa.cing material is dumped and the II&.
material ahall be uniformly distributed.
The intent of these apeoifioations is to provide a firm
and .ell drained aubgra.de and a gravel surface that will p&ok
quiokly a.nd firmly under tra.ffic and will not cont&in annoyiny
hummooks or large atonea.
, Clay or other suitable binding m&ter~l ahall be added
ia auch quantities as may be directed 'by the Engineer, so that
the aur:taoi:ag Dl&terial will pa.ck firmly under tra.ffio, and the
co.tract prioe ahall incl-u4. the oos; of plaoing suoh cl&l.1 Gr
other binding-material.
Gravel "ill be mes.aured ill plaoe.
The Oontraotor shall ascerta.1l for himself as to the +Ga&lity
fro. which a.oo.ptable' surfaoing material oan b. obtained.
19
.,~,
" -:'. ..~.'~~~
". " ..'.. ._.:..i~;"~:~~ l~ ';,
-
,
~
'I
i
I
I
ESTIMATE OF QUANTITIES
Exteaeiou of Permanent Highway No. ~ c. Sta.. 19l+00 to 228+00
Exoavation Commo.Jl
6654.6 cu. yde.
1000 ou. yd.a.
1+180 ou. yd.8.
6.4g aore..
;.41 &cre..
153 feet.
li.6 t.et.
;g t.et.
100 t..t.
1044.~ cu. yd8.
~rd p&B exoav&tion
Overhaul
Cleal'iag
Grubb1Jii.
12ft CG.o~ete Culvert
24" 'Co.orete Culvert aei.foroed
36" Ooncrete Culvert Reinforoed
6" file Dr..in
Gravel Surtaoiag
-----
~.__.- ...._--..
COllTB.f.Cr,;;
This Ag;n~ement, entered into 1-0
bv and br::tvlfC;-l
._..----. ..I
Jefferson County a quasi-;nunicipal corporation of and -~1ithin "loll,::,
State of Washington, by its Board of Commissionersthroug'h the uncier-
signed chairman thereof as its duly authorized representative, on the
one part and hereinafter referred to as "the County", and
61 the other part and hereinafter referred to as "the Contractcr11,
WITNESSETH:
~~at in consideration of the payments, covenants anu agree-
ments" hereinafter mentioned, to be made and performed by the paxties
hereto, the patties hereto covenant and agree as follows;
I. The Contractor shall do all vvo.rk, furnish all mate::-iaJ
for
-------.--- -----
iN accordance with 0..nd
described in the attached Plans, Gene~al
ar.
.,
Stipula tions a.nd SpecificC'l t~i Qns ,. which are heret7 Y!J2l.de a. part hereof
and "shall have t,l"h3 Sb,:r:.10 effsct as though the same 'vve:t.'e fully insert-
ed herein" and in Cui:; complia::'l~e with the terms ~ I:'lor~di tioD;3 and
stipulations herei1'l set fo:r:th, and :Jhall perform -1..":!:J Eixtrg IIVork.
which may be. orde!:0Ct as herein provided.
II. Tbe (Jontractor shall provide and b~3 at 1.he expenseof
6.11 ma.t's:r1als, labo.r... carriage: tools ~ implemelli;s Emd convenien.;:es
and things of every description that; may be requis5.to for the trans-
fer of materials and for constructing and cornpletj.ng 1jhe wOEk above
described.
III. It is understood and. agreed by and 'oetween the parties
-1-
(
-
-
,
hereto that the '< :r:k inclur}('(.'\. in t;hL:;
.
I.j G :1 ':~ .~,.~ ~~ !.} t
ts ~t:; bf..~ (lor.:.'~
ll:C:l.'J~l'
f;hc,
direction and sup,-uvisio.n l).f the County En;:~~neeT. 01 ;re:.fff)rson ::,.)lX(J.,~; i'
Washington, o:r. of ilis dulY authorized X'eprese.n.ta 1, ~.7 ~ ,-:l.ncl::D.':l.( '::'~0
dec isions of the Gcun ty Eng:..neer: ;3,8 GO t11e tn~e Oo.J~8t:i~lJC t:''Jl! a:c!.:::A.. ~:;":<~..n-.
ing of the dl'o,\";ings, specifir;.a';'::i,ons a1'ld EH:l t i!Ilc;",tcs 0.7.:,: ;':';'8 to :=..11 C~1...: c3}-'-
tions arising as to the proper performance of the work, shall ~8 fiaal.
It is also understood and agreed that such additi~ drawings aud
explanatio.ns a~ may be necessary to. detail and illustrate the work are
to be furnished by the Oounty Engineer, and the Contracto.r 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 anytime refuse or neglact to
supply a. suffic.iency of properly skilled workmen, or of :rna tel'ia 1, ()f
the proper quali ty~ 0.); fail in any respect to. prosecute the work wi tn.
promptness and diligence, or fail in the performance of any of the
agrer::lrnents herein contained; the County Engineer shall be at L_Derty
after three (3) d.ays': written notice to 'iihe Cont:rac tor. to prov id.3 an]
such labor or mater:i,als ..)..nd o.educt the. 008'[, .tne.reoi f}:om any ((Jon8yr;
then due or th0rp:--~t:.:e:~' to beCC'>:1f; Q1},1B to t.he Contraa tor uneler tb.i 2. C'.='J.J,-
tract; .and if the:' CO;l"1.'-:Y C,j)f\tr.isi:dcc.f;-CS Bha1"1 0011.S).j.;,;, r "Ghb t sucrJ refu3al
neglect or failu:r8 '.S :::r:,:f'f'Lcie:r1t gl'01Jn,6. f':"T t~~.1cb acti..nn, the;' m3.,Y, by
written notioe ~ ter:lJ,inpl,:tf;', t::le eDtployment of the :~.or.-ct;..t.'.l(;i: f-::,r 88.i\1
work) and enter ,-xo,:,,!;. the prCi::1:.ses an.i take possessio:l u.. all '.Y.'3,t,erials
tools and applil",nc8G ttGTCOll1 for the pU::cpo8e of ,j',':'rDi)10':~L:lg '~he wOl'k
~ncl'uded und.er this contrao"i.i, and 'employ., by con'trao t or ot!.v:!rw istl ~ any
persons or person to finish the w()rk~ and pr()~,Tir'le ttie rnateria:"e there-
fo-r; and in case of such d.iscontinuance of th":l CI)nt:racto:e .-. 110 sha,ll not
be entitled to receive any further bala,nce of the E...J:'lOtmt ':;0 be paid
under this cO.,n. tX<1Cri until the work ~hall.>bt::. f"'.l:1..',r 101 h d t h. b
_ ~ ~, I'niB~e, a' W Ie
,-2-
r:-- -
.
,~-";:-~i:!r'
time, if the unpaid balance Jf +;'16 3..'Y,Ol';,:"~..:. ()f; :r:'.i.i.:i 1J.?;C.i,d' t1.5.3 cr)I'.~
tra.ct sha.ll exceed the expense inc1..:rreo '8y the Uoun'ty CC:1':~.i8si(j~1er ..~
finishing the work, such excess shall be pc. id by thr> OOlc"LLY .:;() tl!('. (:')1"1.-.
trcSi.G torbu t ~.f such expense shall oxoeeJ, such unpa L:.. . be 1a'(:,.' :", ~rLe (~0!>-
t:rB,Ct0.c shall pay the differenc:J to tLo County Tre&s'CrC'~.
V. The Contraotor agrees to complete all the work called.
for under this agreement in all pa.rts and requirements before the
day of
) 191___, PROVIDED, however, tha.t the County
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 acoompanied by an agreement of the.surety on the bond of
the Contractor to such extension. And the County hereby reserves tl1e
right to accePt~ make use of any portion of said work before the
cornpletion of the entire work without invalidating the contract" 0":-
binding itself to aocept the remainder of the work, or any poy.t:on
thereof~ whether oompleted or not.
VI. Time shall be of the essence of the contr.act on t~~
pa.xt of the .Contractor, and in case the Contractor shall. fail .tc
perform the oontract by and. at ths time herein rnentio::l~:i; or by ane.
a.t such other time to which the pertod of completion 1.112<.Y haVE: been
ex tended, he shall be liable to pay to Jeffe:I'son 'J01:.!). ',;1 Was.nh~gton
a3 and. for liquidated damages Janel not 8,S pbn::.lty J ~.I,,; ...,J.!'L of
Dollare ($___) for each and e,v ar -' :i3.1' whi~l1 m'1?_
elaPse between the a~)pointecl anti actnn.l time ,):L c0njP:1.\~+,ion, vtb..i.cJ-::.
s2JLi sum is hereby agreed upon, fixed and dete):minec. .:LJ the da.mage
thS\,t will be suffered by such failure 'co CO:1TpJ..<"te ';~he IIVvrk wi t'ain tha
time named; and the County Com:rdssioners may ,:leduct: the sa.:ne ITom
t,J.e amount due or to be due to the Contractor, an~ su.ch p8.yaH:>n\r-) or
ieductions shall not in any degr'3EJ release the C::mtra')\;O,I iTu;n the
-3-
e-.'1t-1~~e "'o-"-'-~''''ct no'.' "'''Y. ...:.,(1--....,..1.1-',-.
..J..J.. V ,!..1. U.L......., , J. G.,i'.~J., J.. .Ji..L~..'1..L '/,.Ii tll)J. .J........' ;.
-'r: J"(. .!j'i' 02~c: .E~.l'.~ ~:_T~1311t.f Mt"J118
might
:.(';',1'l~'\.1'" ('to....,-.-,.. c''-'';'.'ln''.e</h''ve 'G'r
"- ___ .... u v ~ ~...l.....I..-t-. ',_) 0.4...., .....OJ.. 10 c... v
:fl!r"t.he::r obligab_ons a.nC:~ ~F:;~.:~1;te8 :i.L
claim, sue for ~nd recover comJo:l>'Ji:", '.;.}.: .'-~ ~:'.nc. c.l2'Xnl?GeD -f~'''' ,,:on-performance
.,l1C8 o:f. this oontract.
VII. :P~fment shall bE: illEd..e :f.or vlOrk c.:nd l~::bDr. -oerformed. c~-Jc.
m~t~l"ia1. furnished und.er this contract c'..ccording to -ehe scheduJ.e of
J:c.:"tes .:.'-1':;;' ~:.:cice3 ~E.i:8to s.tt2..chec':, and ma.:.~e .:1 p(.A.l't hereof, <or lump 13um
price of
Dola-arB ($
). a.nj in no
other' manner whatsoever. The Engineer shall determine the unit quan-
tities and the proper classification of all work done and material
furnished under the provisions of this agreement, and his determin-
a.tion thereof sh~ll be final and conclusive and binding upon the Con-
tractor. .
Partial payments upoh this contract, not to exceed
per cent of the work done, shall be made at the r~quest 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 partial p3..yments, shall be based upon
the prices in the preliminary estima~e, which prices shall be increased
or reduced in the same ratio th~t the lump sum price bears to the
:preliminary estimate. Fin~'Ll paym~Dt forsaiG. work la<1e-~e'im. shc:~ll ;)e
m8l1ewi thin t~1irty ~ys (30) after the entire work has been cC:cJplated
ai.l::., &08epteJ. an.:.: certificate has;,,;een ma.de by the En~.Lllee.r anJ. the
(ti:1?-t SUG:1 v.ark ha.,s bee:'l ful\y' completed in
"ccr~nce \,with the oontract "",;:1(::;' p'-l~ofiles, m2Jpi:3, ;..,1::'110 u.IU 8~:ecii.'i-
c.:1tio;i.S, PROVIDED, t~lat oefo...e tile m:'"king of such fin-'tJ. 'Paym'31'it:::\ the
Oonti.actc:: s~1.all shov: to tl18 82utisf::.,otioa 01 1.ihe Oounty til..1t ('..11 just
(ie:Jts ~I~e all lc"ja:..ers,:nec113.nio8, mateJ.:'i.:t.l d:"".l an':':' l)c;ISOHa Villa ll.<:.ove
SUPl::;lia~ ':;'L1CJ.l C~tra.Gtor, oX 8';;J-GOi.~~:"':'uoto:;::, \\i t~: m:1ti8rial. 01' g.od.s
OJ. wJ.J.Y kincl ioj, t~li5 v;ork) ll,:,.,\10 y;:,J"; p.uL.J8.rLc '::iovi~a~', iC;Ll.t~1er) t':::"o.t
-1+-
~?'<':
if prior to any payment ~:;c'J_ng rrE.;1.e t.h,~ U:;I)"l1,,' l'8(;e~ V';d n()1~ice from any
per son 'Or persons that any :Lp..rJ01'':'i7c'i !.1El,h::1rll,(;S or mCL'~A!- ':;1,1 men, ot
other persons who have fu:rn:ls:ned GI' ~3t~pplied s3.icl 0~rlt(a..;TjOJ:' J or any
S';:.b.DCYltractoX', with any la.b'?!' , 8f~~.F.lc(:,: m;'t'Gej'ia,:, gO)::"..~:; ex p::-o';isions
of any kind, in connection wi i;11 tho (jonS1TLlct,i.Ci-! 0::': d8..cl portion of
. _ that may be o:rdere{~. for said portion
of have cla.imsagainst said Cou;"o:
tractor, or a:n:y sub....cofitractot, for any sucn service or things, for
which e.n1 a:U.ch la.cor~:rs, mechanics, materi.a.lxn~n, or Qther pe:rsons..
would be .entit~ed to ~ lien unp'e:$tlle 1~wsoftlb.~$Stq,t~we~esa1d
highwa.y not a pu.b4,ic highwCiii/'. or p11)!1peJIt cla~ age.in,st the bondlD. such
cases required by ;law, theOou.nty :nay,- it). 1.'t'l diso'retion, reta.in out
of the pa1me~ts then due otto beOome due $.ail1. Cont!'Q.otor, an amount
in addi tionto the ____ above p+,o'V iq.~d to be I'et~ined
~ntil the final cQnrp~etion of $aid work"sufficiep,t toooV'er all such
c~1aims or cla.ims of which notice shall have be~nSo given, until such
oloa.j m or claima .sha.l1 have been fully satisfied and. paid. and. receipts
in full for the same sha~l have been furnished by said Contractor to
the County. a.nd the said Contractor hereby expressly agrees to pay all
such claims.
VIII. All payments under L:::is contract; shall b'3 mad.e b;;r the
Treasurer, from th0
_ _____ rJ':mcl, upon warrants
of the
Auditor, issued upon pre2G~tation 01 pro;er vouch-
ers" by the Contractor, said-\Touotle~cs to be 2.ppJ:oved.~"Y the (JOU:lty
through its Bo::'crd of Commissioners.
IX, Anyal tera.tions d.ee~Tc0d necessa.ry by tho County may be
ma.de in the work shown and descri oed in the clraITlings and f:lp€:.:C iiica...
tions, but only upon the written :)rd.er of saj,c, Oounty or i 1jf" author...
ized representative, and when 80 mE:t.le the value of the work so ad.ded
or omitted shall be computed by thE; Oounty Engineer, ani the amount
""5-
.-
. ~\,':'" .
.~ ~... ".
._~
so certified shall be fina:L 2tcl C;C:'h~:::~,-,;,';'~. "::1(i b': .:,:: c,:; ,rr::;o!: t:'la Con....
traotor, and shall be adde~ to 0T ~Gduct01 frOld ~h6 ccntxa~t prtus. The
schedule of unit 0::'" itemiz'3cl p:rir.H:'c' b.Cl.'Cc;to at1icu;iled :.~; H~l~el)d0d tc form
a p~~~ of ttis contract, and shall SODstitute aa f~r as possible the
basis upon which the value of 9,1:i. vvor1' ajdi~d or ami 1;'[,,:-: sha.ll bc com-
puted.
x. The Contractor shall provide s~fficient, safe and proper
facilities at all times for the inspection of the work by the County
or its authoriz3d representatives. The said Contractor shall furnish
the County or its authorized representatives, without charge, samples
of materia.ls used in construction as said samples may be reqUired, in
order that the character of suoh materials may be determined,
Defective .worl<: 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 writing by the County Engine;er;
Ruch aondemnedwork shall be immediately taken down or changed.De_
fective material shall be immediately removed or disposed of to the
satisfaction of tpe County Engineer. Failure or neglect on the part
of the County Engineer to condemn. unsatisfaotory material or r_j")r:t
inferior workmanship shall in :0.0 v:ay release the Contractor;, nor
shall it be construed to meaD. 'the. accep tarwe ')f suCh-vork, no:: shall
the final aoceptance bar the UOL1l1ty of J'efferr;on; Was~1:L~lgtonfl'om
reoovering damages in case f:raud WC1,g pro.ctioed,.
Time lost in replaCing puch imprope..:' wo~:k shcl,ll fu:rnish no
ground to the Contractor for cJaimiLg an extensiou of time fOT tne
completion of the Work.
Inoompetent, careless or negl1gent em~loyes shall be forth-
Wi. th diSCharged by the Contractor upon the wl'i tt'3I.L req;lf>8': rjf the
County Engineer, or his authorized -cepresenc!ttive: ancl [':'.ilure to com-
ply with such requests shall be sUffjaient grounds -:'or 'the termination
-6..
-"._--"~-~;-....; .
~
of the contract, as provided. for in this article or Article IV 11.ereof.
Should the Contractor be delayed in the prosecution or com-
~letion of the work by the act, neglect Or default of the County or
Enf:~h:.0er in charge, or of any other contractor employed upon the work,
o rt'"J;.' any damage caused by fire or other casualty for which the Con-
tractor is not res)onsible, or by combined action of workmen, in no
way cause by or resulting from default ox 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-
al, 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 th.3,t no certificate given or payment made under this contract, ex-
cept the final certificate or final payment, shall be evidence of the
performance of this contract, (~i t1:1el' \'7hoJ.ly or in part, and that no
payment shall be construed to 'of.' evil a,J0eptance of defective work or
improper material which ma.y a,pr-(~;j,:r' ,\'i '~h>l. two
(",,\
c:,
YE:a..rs after sac.b.
pa. ymen t .
XII, The work anJ. r:Q-=t i':;l' .,3,} fer 8uclJ. ,'.ffii':t ::~j'~!nent sha.:i..J. be
at the sole risk of the ConcraG-'::c::' l),').,;i~ '~.':l;~ C'),ll'lr." 8b.2,~'_~'. have b83Il
fully accepted by the Engineer
t.L;C. ~Gunty f c!.~l;l. _ ........__
,
-.---'
and any damage or loss that m~y
~a0ur or result tc the same
pll0.;'. to
the final completion and acceptancE: of 8a.id impl'ov em..;'l~ lnclu.:dng any
extra work that may be ordered. by "(jhc .:.'Gnginee::; ~he (b::n.A..::ty aIiJ.
s'C3.:J..l fall upor.:. evnd 0(. :'l:.s..de good by
sa.id ContxG\ctor.
XIII. The Contractor 3h2:~,~ not Jet" s;.3r:~g':, r)r transfer' this
,.. ?~
_J
II
!'I
II
: ~
~
-,
contract, or a.rry' inte.reet therein, or sub-let.. ae.sifPl or tJ:a.nsfe~ the
work herein provided to be d.one, or a.ny pa.rtthereof, without the con-
sent, in writing, of the County. 'l'he Contractor sha.ll file with the
C,j,'.:i1.ty a. duplica.te of all sub-contracts made by him as aforesaid.
The Contractor shall give his p~rsonal attention to the work
at all times,.a.nd shall be present, ei.ther ~n person or by duly auth...
orized reptesentative, on the site 0:( the work continuallY dU1:1ng 1ta
progreas,' and ehall receive inst;;uctiona from thetng:1.neer in cha.rge.
Any sub-contra.ctor shall be considered the a.gent of the Oont3:$.;o,t03:,
and th~la.~ter sha.ll be responsible fora.ny 1.ndel:rt$dna.ss i.ncul'l'ed by
such ageht~ If any sub-contractor fai,le to perfor~ his work in a $&t-
isfaotory manner, his sub-contract may be t.erm:l.na.ted bY the County.
XiV. The Oontraotorshall be li.a.ble for a.u. damages and.
injury whioh sha.ll be caused, or whichsha.ll,occur to any person or
persons or property whatsoever, by rea.son of any negligenoe of sa.id.
Contractor, o.r any of his serva.nts, emploJes, 01' eub_contra.ctors) or
by rea.son of any preach 01' violation of any of the prG~j..slons of this
agreement, or a.ny of his duties or obliga.tio-ns thereu.nder. The Con-
tractor shall also assume all liabilities for a.nd.pr6teet the County
from any da.~ges ox claims arislng from the use of a.ny patented art-
icles or d.evioes in any partofche work.
Iti.s mutually agreed between the pa.rties hereto that any
payments 01:oontributtons due or required by Chapter 74- of the Laws of
1911 (Indu~trial Insurance Act) or any amendment thereof from the
State of Washington by virtue of or on aoc?\lnt of any of the work
covered by t~is c<:)ntra.ct :nay be deducted ':Jy.the County: from any pay-
ment or payments made to the Oontractor hetein, and that the sum or
.
sums so deducted shall be determined each month upon the "basis of the
work of sa.id tn'Outh., and shall be made upon the proper wri tt~ra oro..e1'
and demand of the Industr1al Insurance Commission) a no~ice of which
",,:,a- .
i
-~
1
order and demand shall be served upon the $a1d Contractor prior to
said deduction. It is further agreed that the Contractor herein1er
any sub-contractor or contractor employed by them, . shall be subject
to "the provisions of said act as provided and required in Section 17
the.;:eof.
XV. It is part: of the public policy of the State of Wash-
ington that all work by contract or day labor done for it, or any
politioal subdivision created by its law. shall be performed in work
days of not more than eight (Es) hours each, except incase of extra-
ordina.ryemergenoies. No case of extraordinary emergenoy shall "be
oonstrued to exist in any case where other labor oanbe found to take
the place of the labor which has alreadY been etnPloyed fer eight (8)
hours i.u any calender day. In case of the viola.tion of the proVi-
sions of this artiole" the County shall have the right to cancel
this contxa.et without notice, and shall have the right to complete
the work1n the manner prOVided in Article IV hereof.
XVI. The Contractor agrees to execute and. turnish to the
County a good and sufficient h)nd. witha.n approved surety company
as surety:. said bond to be payab}f; to the County) and be in the
penal sum of the full amount 01' "G1::0 contract~ conditioned that he
shall faithfully perform all tJw :~)rov;isions of this contract, and
further eondi t10Iied as requtred. 'oy'.aw for the payment of all labor-
ers, mecha.nics.sub...contra.ctors~ ~J,j:J.6 material men; and a.ll persons
who shall supply such person or pe~son~, or sub-contractors. with
pro"risions or supplies for the carrying on of such work. It the
County shall have reason to believe -that the security on said bond
has beCome impaired since the execution thereaf,or :1.8 'insufficient
it may require.the contractor to furnish other or a.dd.itional security..
XVII. The County hereby promises and agrees with the Con*ra
b:actor to employ, and does employ him to proV'ide the rna<terials a.nd
. .
-9-
I.
i',
i
I.
f'.
!
~,
['
[
~...
~...
w
~ .
f
J',~
'f~
and oause to be done the work of
;;0 vomp1ete and finish the same according to the drawings and speo-
ifioations and the teJ.'ml~ 2..!:.d. Gondi tions herein contained and referred
to, in acoordance wi +'h thA ;.:!;jD.cdule of unit or 1 temized prices hereto
attached a.nd made a part h~T;'ecf! and further agrees to employ him,to
perform any extra work the,":.; rrlay be orde.red, as provided. in Seotion 21
of the Specifications, at t'lE: actual cost, plus ten per oent (1.0%),
Which cost shall not include o7erhead 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 hears, successors,
executors, administ~ators and assigns, does hereby,agree to the full
performanoe of all the covenants herein contained upon his part.
XVIII. It is furlihe:c .fJluvided that no liability shall attach
to the County by :ceason of :)Dter:cI.l.g into this contract; except as
especially provided herein.
IN WITNESS WHERECJ:"'" :UC '::ox:lt::ractor has hereunto set his hand
and seal, and the said County::.,,'''';; .:.a.l8ed this instrument to be execut-
ed by the undersigned chaiJ:':1(,;t.T., (j:: thc- Board of its Commissioners> pur-
suant to due resolution
i~heJ~efot' ~
c.L this
day of
-~~..........
A,D. 19
Contractor
JEFFERSON COUNTY, WASHINGTON)
By
Chairman of its Board of Commissioners.
At-test;
Clerk.
"-
-
\
I
I
I
I
)
I
J
I
.
f
('
.L
,
I
\
~
~.:-;;,:;?--. .'.~.:'''':.,,~_... ;; :,."::':.-::;;:.-:~..;;:iE:::;"'t' __:~'O-__ ~.. ,_.~~~_...w_ ':.. .~.::.:--;~ _:'"...;':~~~..-: :-:;;'":"...~.:~;.:...1;...' .~.-- .~"._..d. .... ':.. ;:;;:~ -~'_ -- '";', ::-..::.:,;,~ ~;:;;iI~:-=:';. '. ,'.-:-.. :;:,.."<,....~;;.._.;--'.;:..~.;~" -::~:,::;...::..,..-~~.~ --:"':"....;,--:;:::;.;,:..:;~ :..~:";;:::.."'..., ~.~~~ ~ ~;.;.~~. .J"
""" -, ...". J __. '_.......~_...ta;;;..~.... _...,.~~.......,_...___-...........,__..~__...._"_~'l...~_......,....,.' -_.'"'.;~_~....... .-..,......'........ ;:r ~.~........ ......" ..~. . ..-_.......-.-.--5ilS~ ._l_...~--........_...-=-:>',,"'........_...._. '.. ,.___.........-~...=tr'-""~...._..___.......&.._....,,~_..-. _. =:::".*..~.... >..'
~,~i-~~f;:......~~1-':.~.'li~;'~!fJii~illl~~..'~~~Im~~~~~i;; ~~:: ~~i;,;~=rfl.~~.~~~~~~~.~; ~1~~~;::~1~~~~~~~lli~i"~
.-...'r_--......._......__""'-Uo ""', _,'_ ...~~~,"C:...., .......... ~"",_",......... ,............ .....-. " =4~ _.._"'__-., ....- 'i:~":=...._...,... .. ..._1..... '.... ~~=- _"..~..,__....... .~_ ..~_"..n>"'.,.' _......:.']1.,....41 ~~...-~~_... ... ....." -~~ -.--.-. _.. __.-. __.....-._'_""_....~,..~......... .,-_" $A'" .-____,. ..__c,_, ""'" . ......,..'"
)~~~~~~~8:_~~-.~~;4: ~~~.:~;~~j64~~~%~~~~~~~~~i:~.:~Li~~~!~~;~:~..:~~t~~}~~~~i~~~~~~;~~&;~:~;~~~f:~;.l~:;~r2~~~~~~~~~~;:~~~-)-~~~~~~\ ~~~~;3 _.f~~~
,,,. --~-- ...._~'""'r -.... ," -""".----f!- .,-- .....,..-.......-o.----.-.-..,........::t--~----...~-..~ ~. ."~ -.~~~........... ~ ~~...,~~~-~_...-... ....-.........--...=---~.i.....-------Q,~.....-;;C."'''''''':'"'..-...-'' --..- ..,'c .~... ..--~.'::II_---.....-~_...............-............ ..' -'""",,,~ .'-" ..~~
~;~.::"?"~:=aEa~.~' ,: .~~:~:-if.'''~~...~ ~';'~~';~~;: ~.: '~i:;~~-;~~. r'~~':;..:::m;;::-:~(;J,. h.'~::~~_~-~-% ....~:~,~:i~:i;:.~=~=::s:=...l:;::,~~:':c== r~:_~,~i:~:.~;~~~ ;~~~~~~.:;,::~;:;:~~:~:==~~::~~.:;:~:.._:_~::-~::~;z::~-;V~::.:~-::-,: ~-~~-=:,.~
~.~ ~~_'''''_'__''_'''''''_~'''''.. -.... ...> ,_ ,__~..~,....., ...~'.~.._....", ,~"". _ ._, .,1 ~ ,..__,==~ "".."...,.-- -._ ,...._'n._..__~_..........~....~......-..."''''"'__~.......__ .t~ ..~- -.,,,,,.......,._ ...___....,_.., -..,...---.-_...~"'-~__.._JJ1...,..~.... .__ :""~..._.......r--. ;;::r,.~cS::~
... -.-, - - -......---~.......' ,,.,..- ~~""""-"-""'-^I'I1:V"____Iol_"""""_"_""'''-'~_'''--'.''''''''''' ., .........oI=M--- ,....._--.__.::=~_..._......"'~ "=.-a~--li='''.-. ----=----.," .,.-~...,~ ....... ..-....--........----......-...-"',........,.....,...~.~~ ~- ruo-....>>">__,... .....;...-v:;; .....;
,--",-,~ to.; ""-_' '" ............~... ',,"> , -. 'd" ......,,~k.!r"'" .__........-_........... ~t:"~.~...~-------..... _ .- "".-..... _:._... ~~.~.~. ~~..............- ....- - -- -'--'~ ---.......... <i::"....,... .. v~ ~ -. .. ....-"--...,.....-_.-~.;___. .., "" ~ '.""10, :.---"..'"'"~......;.._.......,.ttr=..~..~,
-:.~'~ ~:.....::=~:~~.;.::~;.......;,.;::........;.......~ ,~.~..:.;.:.:.;. .:~~~.='~..n..-..;;:.;:;:~, ,"'': _'. :,:-t~... ,~~ -, :;";'~':-:--'~;;iiiIif ___~="'~1-'-"~::"= - -=,:~r...:~;:":::::-_,~~~::~:.:'.:...~~-.:~:-::::'~:z'..:--:;~-;:;.~:::':'... ;...~~-'~ ;~........;~........:~f:...-.>'~.-::. .
-.....'-.--...._ 4__',."".~__.....--.....'... ~.~...._._~,.,--.~.-.."-..........~_.4,....-........._.._,_.__._....~_~~"~,."'~.. :=E~.....-_)ofl_-=>=._._.._. ~'_-=--''''''''OJ___:=J i~........-.._ __" .....-..-..._--~...._'" .' "''''''<--'''''~.__' '_".r,_ ........~_ .... ~......~~~...~=_.~
............ ....,......,- -~......,...., ...~... - --.,...--. "" .......I__"',.;.~__.._......~.__L..._____.....,.~ --'>- -~'#fi'i;'''''.''' ~'-'"-~B--"'J-""_-4'U ,.,.-. "---EJ ~-~..._..,-~.. ~ -a~-"-B.1!--- ,-,..~.............. "-- - .....-n:~....- ' 1"'- _--.~ .---a:;.,-.....-."... -.... .- .~~........ ';"'"",,,,-- -,.,..-.......
"._..__.k._......,.' .-_......~-'-',,_n-.............._ <.__"'''''''''''''_~- .............-._....=""__..""......'..,..." ...".-.........--;...- ....~~-;a.."'_____~~ ___..__'--_............-..,;._....... =_ ,;::_~...~..~",.,..'~.., ~_...._~V".,.....__.p.,....." <"'~4~.''''-' _. ......._i.IO>..._........~..,.$~.._.
....._,. ~k_..........____,~"'*"...J....."'..__....,..._....."4e-: _ ,._ _ .... .._,... ......' ~_ol;:.r"IIV.. -,...,~~ ....._.............~o:..._ .-__',....'...........,-->> ~.1 --.... ."'--~-~._--_..,,_._-..-.'.l~---.'~ -......_~"-~. ... '.b4..__'.__........~...._,_~_.
'1#:'\' ....,.........,."'........,. ~_.. ,"'.... ...~__.....=-- _ _. . ~. .~.#... , ..... _.-. ............ ~ ....._ .,'M'; " _~.W1_'_ "-r~ -...._ __...... ........._ ....-,._...:.=I~~ _ =:~..... -"""c-,~ ... .......-,. ... "'----~.~...._.-....,_.._-..~ ___. ".~--" ..... ....~,~_.......-."'''''',.._~" ......,..
~':~_~.;~=: :_;" ~ .'~ ~';':..<" ~.:,.:.-'".;~ ~..::~-;I.~ .~,.~-.:.:,~~~~...:.~...-....: ~i?:::~:~=;-~~.:~~-Z~=~...:..~~;-~~~- -~~,-~~::.~....,..:~~:!~... -: no :::~~==~;....'. :;'~""~J.~-~~:- -::3":'~~. ': .;.~::::;;:.;::~:;-.;~i~:~.r.~-::-~-::~-::::~~-:.~5;~~~= ':!~~
;>-..,r_ _...,"'.....~._. _'" ,..~_bJ' ....~..........-""'" _.::._;:;t.~..u~' oJ ......-. ,......"'...~~...., _ ~~....,~="'~.",......._..-_...3~~~a__..I".....t::::''''''~__===~_...~~_n.v."...__,-.. "-... p. ....1...."__, ~. .-. ~~__-....-_... _"--,, ...._ ,. ....".,.,~..;.."......___.~..... ",,~u.___.;' ::.;
. .; - "';:-==...=:. . . .~;::.,.~. :-:::-.~~~:.x-:;: '.':"'~--"':::' 1. ~~....."':. ~'='.~ :"~~~~_:".,..._~~,..=~_ ;~4""::"'~~,' ~;::-:~.....-...u~:':' _ ...~. :....... ~ ~:~,":"~=:..~=3D~~ ~::::=':~~... ~,"";::-. -:.o:::~,~ ~.;~ --.::..'" .~,.&;.-;;~~:-:~~.....;:: ~-:':'':=-...': ";.. ~...--:.;..:"':;:':...~ ~:":~. -.._~;~ .:o-~ .
......... '"'........_.._.,~=-_ ..... .... .,,_ ~ "'.....-._-- _...-,,>~-c....." __. ~-. -... ... n................ ___......=.._..___.........."....~.....,-...--.,....--.-.."'" ..._rc ..._~~_.~.. .. ~ .-,_...........' ...~_..__....,...~.;_. :::::;.._ ...._.._... '''': ,... __....,~_."I' ....... ..,...,.~-O.....,-..........""........ '_'. _-__" ... ______.. ..____ ,....,,'....... ,.__......~".... "'-
~~ ...'-.~.~":n' .~~.~: :.~~~;;::,..~,::.;-,':. ~~.~~_> .. ~ :,,:-.:~;T..:;:3:74=~~~~~E;:.~~~;t~:~;;f~/~[::t.~..:~ ~ l~~.:~F~~~!~~;:~~rEti~~~g..~'~;j}:;0 .it:~~~~~f< ::::-: ~~ ~;F-----~4~it.:.~;~= #.,. .~_,{~~ .;,~~:~~~g-'r~~h1'::~::..~ ~'.
~ .. ;...~: .':..:~~_~ ~~ n:;':~ -.- "'>, >. ~ ~': :,~:'- -:.J,,' .~~.l:.:~.:..-:u:....;r..:..~~AE....~t;~~;,.~~.:..~... i:t==-~:f~<.~~~~ .;.s!:~.....~~~_~l:~::i;r~==~~;lI~~~E<llo;' ~;'':"'..~l::,~> ':-:2':::~'f~' :"': :-~~~ :--. ;- ~_:.::'_:i:::.~~:j~. _'~~. ~. ~~~... ...::;;;i:;:.=.~._. .. .-:.:'"
"'''' '.........E~ ~ . ~ .~........- ~ ". ".....u____~, .-r1_",_-. ....~.::..::.."""'''''......'__. '" .'!Iit:-__.. . .......O'...~ --........ ....._.....,_=.~~ ""__"~' <'..........-'.. , -.........,,~%! ""oj'- _'-"'r _....~~~~......~ %"".,,,,,,..,___...,n-_.-' ,,_ ~..." _. IJ ....>.. _......
~ ~^:::r,..s::z;'::~::~i:,:'.:-'. '.._ .~ __~~:-,,~.~;..:.;'~ :.:' ::..:2,~ '.~ ......~:. ~~7:::;:....:;~r-:-::~ ~.- ~ -:-:i:~:~.;::'~~,,: ~.~..;~ ,..I.=:.'1#i==.~I~..;.,;~~~..'i.: :;~..:~",,~. ;~::::~.::.:~;~~ '..:-; '.;~:. :::..;,,;.:.:::.::.;: ~::. . .....::: <~~~_-:, . ~ ~~~~ :::!%:~::;. 3;'J:~~::" ~
~."" -f:Jt!: . ,-..-.. "..-:_....__...--...~..-;;l::'"... ,............=.._......It':.:,....~......~---~.....,.,~..---..._....._'~...,.''-~.,,Jo'''..--..''a ..___A._....-.___......._..&""_..._,."""'..........,__'..,....~, ~-HJ .,..,.. ....-___-.~.... ._____-_~"'""......- _-.__u
;~.i"'~ "':"~I~~Z", :- ~.~~.:. _.~:::-~,_~ ~~ ..r..~:~~~..~f~F~~~:.~~~t;~~~~~~~-t..;~~. -~. ~~. ~r~~ :~;~.~;,::z:::.~.~~a==: ~~~S:Z:~~~~~~ ;ggL~Fi~~;..~ ::~:.~.~;~~t~~~'~;: ~~~'~ .~~ ~.~:-~?~~5EF;r~'~~:s~~.~-S:::~
~~..._...... '_-_"" . .> -. ~".,. ./,;..,ofI....... .~,O'>C-,......,."'._.~"'...)_--."..-_...-4."""....1'.r.-_.' S\........._:<:...=_.-.ol~I-_.._""'_~_.......r~".--_...."""'."-,,.,"...w_.._...."'... ''''''___'~'~'''''.''-",_.-r_....._.. ............,.-,,_"'....""',--.-__-....
~~;..:. .- _ . ;.:-:o~~E:~~~::;:::~~-~'~~ -~:; ~". .~,~~~~8~~~~~:~~~~~~~~~it~?t~ --:f:~~:~.: :i~~~~:~~~:~~~~ ~~;}~J~~::~~!::~::~~:~:~~I"'~.~~-~~j~;~~~~~~tgTI~rt~~~~j{.'
... ".-~ '---">"", '- j ~. "..~ .....~t-, .~. _r ^~ -".....~."'........... .':-=: _~-...< "---t....""r;> .....~,__-_-_'<.., .-""" ...~ .~._ "- .... "'-. ., J'4. h......... --..-a...,..,.~I- .~.__........ c;. ,.., - _.~ -._ -_d. ......... "'-. .'-"-___".'-' .........._.......'.-...~'-'-"'..
. ~ -~..;: ~...-: .~. ;~.::~.-:-:.... ':_'- ~- '" t~.-:-::~.:Cf:: - . . ..~ -----. - ..,,......1-' ~:...;; ~:' ..... ..: .:;:.: "'~.".;,:;~.-;;"r...; ':;-.... ................: ~=..H 7.... . ',_ ; ~...... ::~:"' -~=:,...._~~'=If'!':'-....:',..,. ::"::;:...;.::::=..:..: :".~_ ~:-::. - -~ '~;' .::'''':0 :: ~ " ....;.::. ::."'~~~:~~~;:" =~.. :~ -
~*~ ~.:..f:,~i~~:;:~~~~~G,~~i~~~:- ..' :"~~,,,. . .,7~:~,::~i=.~~~~:~.~ 1~~'~;~"~;;2~~~r~~~~~~;;:.:;': ~:t~'~g~~. ~~~;~Ei~~'~ ~~~~~~~At,~~j;_..;:.....~~:"'~~.F'.. :~.~. :;.~-~~:~~~;~.~~:(~~~.~~.fh
7~E?t~??~~~~:I~~~~~~7~:_ -:~~ ,:i~.-~ '.:-~~~~~~ '. ~~~ "'~~ :~~<~~=f?1:~t~~ ~~~ y :~i.~~~~t~s.i~i-:[~~~~i.~.~~~~~~~~f~~~i ~ ~~:~~ .~.;.~:1~;ii:~~~i(:.~~;::f ',.'. ~- ~~=~~~.. ~:;~.:t..~:~:::;(~~~,~~;J
:,' I", ~::~~'.~:~: ':':~.:-: ~~~~i~E~~~:J ;,~; ~.~~~. :~~~;~~~/~~;~i~i~~~~~;i~~~;;~~~Ii~~; ~~~;.~~1~r~~~tg~~~i ~1~:f.~~~~3~r]::~.~:. ~ ~~~.:.~~~~~1~;~t&Z~~}:~;~ ~
- .~_ .___.< .=....~~__~.~ ... ...._'-'" =,.0.4 ......,.C'<"_ ~........," .... ~,...,.,..-...,:1";5'_r=<- ..'--___:~~..~....... :a..........-_=..........";.:...;,IW_........_ _. ~ ..'.... .. ..._ .......~~_"..., ,y~,......- "'_J_..-...__"",~l $;-,... ,....._.....,......_._.16.<"-"'''''''-'>< '''''' _~. .~ . .._... ......".. -"....C..... _...... ... J.,._
,;>-- ___.............~____.......'"""'..._,.... .____~" ......-~.......... ........ ~'J..W#___..., .__... ......... _ ..,..._~_ ~'" '. """'..._...._ _._~_--=.,_:-. _".,........... .---' ~ _...~ ___.. ~_ ......_...._"..... ,H_ . .~.....,......._..'._ -.... ..."'.-."'....~ _ <. ......... . ,~_.,.-.'" "' -.........a_...."'... _.....
. ~....- '-"'''''' H ...J,..............'....._. .......... ....-.-.... . - ......~..... - ::11_' ...-,.,..:.-. "." .-'<...- . '" - ..--,~ ~_.,- ";;U;-'- ~.....~"".-'~, ---3-t.......'=-..., ._,..."""" ...-... .....' ,,- .."",,,J.. - ._,.. ----- .-.-- ........---~--...,~... . ... ... -- ------........:~......., .....-".-:-.........-....,.....- .,... -~..- ....-. ~... -.......",..."..... ---=-~
~ ~-..~:~~;~~;;i~~~~~J:..:;~~~;i-.~:!I~:; ::~~~~;:~~ .....~: ~.~~~:E~~~. >:;~~~;f~~~~L..;~~9ifl~::-.q~.:~ .~~~;~,~;t~~~:~~~~~-::..~~~~;~.i:'~~:~t~j:~A~~~.~.~~~~ -:~~; ,::~, ~._~ ..~}:~~-;.~~7h~~A;;;~:.
..,. -~~~ .......~:~~_....,-="~_.......~~.._~--_....-"'~"'. -~ -... ...~......-..._~~......<,'.._-~""_.."'........""'_...... .......,-J.",..-........_....r~..._......._~..~.-~.....---...r.-!'""iL'-'.i. -....... -.---~...-''''......~-~ ~.- "'..... .............. --....-.-
St' .....,--...."""......"""~:;::r:.".....~~.,...."~-=<>----......-=-.> .-.....,. ,~.~ ~.~. ~.h." ~"'~i Jo....&:...., --;JS;;;-_......."'"~...................._-"O::r.--.~.~J-,...-......, .......\4;......~'""-.....'.~___._'""____." ~-~ - ~_.-.....".,-- ....."'"'-~.....- -...... -~'''.' .~'...... ....~.~----- ...,..~~,~,,~
:.~: ~ :~J~~~~-~;~~q!~~;~~~~~::l?-' ~.:~~i~.l:~...;_.,.,; +..__ ~..-~. J~: - ~~ ~-..~ -~.. .~:-~~~~f- ~~~~:~T~t;~:'~:.~:~f0~}.:.I7~...<~:?~n~~;.._ ~:~~ _f'f~};~~~~_->fi:::~:~{..~~~5~~ 7~~~~>:~~:~~-~:~~~~:~~0:~;~-S~. #~.~~;~~~'.::~rjJ:;~~~.~:,.(:::~~ -.
~t:: ~ _:f""" ---. . ~~ ,-- .... '":-_..,. J'_' .....,."'4_1.... ..._O&..~..,.... ...... ....-..-- -. "- ..._..-....~_~.~ .~.' -, ~ -. , ...-. -.~.... ...... ..... -. -.' y" ~ .... 1...,~.~....lg~ --~.._.."'.;i::...,"'.,. ~__.v..................~ .","",~' ~"'."'- - '.' _....... '., ~___"2.~ ..... -..__.....~- ---..--....... ..._~
,-.~~ -' . /: :';~;>";'-=-..,i;::.:.-.~'"~ ll~~~5i;;;;' -R-~='-;;~--.;~:..:.' --':.;;a~~:.:..-.~..::~.::-~~-:ij~~>..::: E];C ...;,.,~:. ~;. '.-.' _:-:._:.:::.~;g;;-i~::~..=.;:.,;=- .-'~:=~~.::-~~..~.: ..::-.::";:::....~~ -:'.?-;<~::!i;':;~~~~ - - - - - - -
.-. "'- ': ;........,Z;'..!".,___\ =':':~~~-'-.:.". ~,*"..."C /"':: :-::>..:~ ~Sii:~r..~-..=~:..~.~~............-....,,....,..-~..... ~'a.:.!':;..~::-::.'.;..::.;;.-::-......;:.::.'" ~'..:.'-:;-""- ~;o~~"T;:';"", ~.=."'~~~ ';-;--:-rit =;::'::'::=:.=~"'l~~~ ...,,1 ~ .. ..., "'.'
..., ~... _c-- n.........,._"'~ _~,~ ....~" ...... .r,..... ....c:I". ..-J:-:::;;;' ~_~_-.:..- _~~..= ..........f~.,~l".'f.. _ ~........__... ...."7r-....~... ,.. r.. _ ~.c_"'.... "" -.. __,.-.....""".......,_..._.-..'_....,.-'_..... ....__ ~--r-o-_'" ~,... .. < '- ~~
. -~ ._........~_ . __ ...._._ d ...~,... . u' .. ' .,. ..... ,........... ..-_...... ""___ __.~.._, _,_,'...~~.......... _ _ ___".,..;.;,;.._....,... _ ,._ - -.- - ... -..-... . .."...........~",.~_ j-""'........_.~ .. "_4 __.....-._~ c..-- ...~~ "'-..~ _ ,.
_.._~.- ---~---..-. ~ ~.-.. ..- ":-I< ."- ,~~ .~- - --!5""",~_._e ---;or. "~~~.lifiil~---'~-- .----- ~~- ,- ..,---- .~.-.,- .....-. -" " . ,..-..... .,,-,
: :-:;. ;;;::.-';~~=-::::.:..~~.;::O.~';..IJ;;~........... .~ -.:..~-::.> -.~...~r;~...==~.::-: .~~ ...:'3."MI =~4_ '~='r' u =: ,=-::41l-~ ~&....::.::."" .."=.,,, ...; .;t;~..,:.::;.:.':."'~~'::-,-..-... - -;, '~ .-:- -:-....P ,
.. ._d""""'--"-__" ........................._~ w.<,;...._ .........._.~.....;~....."'__....~..._.... _'.....- '4/.......,.~ ...... -.... .."...... ......=...~......~..._...... "_
"-_...... ..' _h........-........"":.... -._~ ~ __. ...~ _.-....~.-:_. , ...._. "-4"- ... --.---.,~.,.._..'"'_}.... ......_.:. ~~____.....__.. .__>-- =' ~="~_ ~ E~....,&.__~.......- ____"'- _~,,__. ,. ,,~-...-____..... .4> ... _ .... ._.
"-'~"'"ji:-~"" ;r-Z:ii::~~~~~~: ,-"~~~z;::::;.< ~:~_:;L~~:t'- >~J~':':'~ -.':J," "'~,~~SE~~;t:sr~-:0--5.z::s~~.~~'fa.~:-<~':...~~5r ~~ii.1e,,'~-'''' ,: . J:; '="-;:,r=~~ -;'1~_'-; .~'-:: :..:. ;~;..:?,,~5{;:'E:-r-o' _.~:::-;_d~~~.::~:.:;..:~~E"~C>~'~~;;;.e~~.-.. 'i;'=S ~
~ .....-.." _.............__.,...__~" ...'ti::~_ _........... """"O-=i._~~....."'_,."'_"_....~ _>~"'"""T'__"_""'''''''''<~''''-L'''''''''_-'''' ,..,.""'.,,...,........ .,~ --".--.:.' ,:r~"..". , -.... ..... ,...~'.....!!:~:.~~~.~.,"'.~.__~...._ v._,.........,.::r...._- -'..'" ....."",-". -~-,.,..........t-~~- ....._,-~.~_~_.~..........,...._.../
_.....__._ ...... . -_."".......-.-.... .____, ~_..,......, . ......." _"'" ~~<"' '~'_"'" ......... --v ..... ~. ~,..:>< __ . ~ __."...........,.~10<..,........_ _. ___.. . "....---... ___ _ _" ~ ......,... ."". .~~....._. ....,_~._,-.J~~.. ~. -,_""";.oo.;_............___~...- -... ........_ -, ,~---" _........ - _~....._,. .,......_.... .....,.-.."._. _ _r ,., .__
.._---....... "."-_..._....~,...' ...... .,.........""=-- ..""'.. . ..".....!l!i~~.:!& -< - ... - .~, '- " ..'V. ~"~__"""'''' ~ ...~.,.., ',~~",,,,_,""''''''4''~'"'' ~., ........ ,.-...... ., . '-...-= ._..,..- -"'_'jj*~!I~ ">"-~.~~=- f~""""""_~:'''' ~ .,- '.. , &~ ,.-.. C"<;~" .....-...... .......-....". ....~-,.,.. r ".. ...~"'.....~_.
....~~-,;;-':;..-.-:~t~~~~"~~~=:t~'....-.:::;;:..~,.'::"~~~ 'f....t~...-:-,~.....=~<..-. ,~.:"".~ '.'::.f:....~...............-':';.~~..t"~.:"1.~~...:"':"=-:.~~.;..":='....~."':..- ;-:'''';~;_'-.;;:'"'"'''' .-~'......" ..~~";';.'!.~~,t.:;~:;-~ 'i~ ..'...~-==_' "r~:-,/ 1'~ -:-". '.. ;.-:z-:-: ............ ~~_:..,.::" ~~r~'f:"'...,.~1~.
....._....."'_~...... ....~.......-.. -._ _, ...___..,.......... .,='--' ._,...,~..._,_~ r......... _ , '_ ",(.. "''''."'.....:::_~ .._J"',~ ~-....lIIiI_"...-~ _.:1.. _. "_~",,,,"""'....4' =o>..~_ ~,_~ .f.~. ...,~...J..~~=-=:=:_c.._._u-. ""-=..,....., ~"""""_....-____.~.J...........,._......---..h-.'~"~'_'~"""_,,,>,~~-,
.. ""_ -. _..... ......._-,_. _._ ._... _.___......_, . ~.~_.-.. ,io ~r..~_ ...... _....... _ ~ ~ .' -. _ _ '.' ~ ~_...... ...._.~,. .4 ....~.""'" ""' ... '" 0< ... ~"". ... .,.....~__ -== . ......_... __...... ...... _"'-":z;;;~~__.""'~~.__r._ ...-c......u. __.,.j_.,........___~.-~.~_.......---..,. _..__,~ _ ~."-'-''''l'-
... w.,::;:.:!.-: ~,~ :~;;.o;-~~A~;- ~~~~:e...::.~...~. :""'.4 ~ .":'~.z:-":".."'-'';,.G:~~'-.'" ..._;. _,,::..~.-- . .,.:. -.:.. ..-'; .~. ;~.. ,~~7"-~-:=.....::;,"'":.:...-.:..-.; ~..~ ',,:' < 4,~ ;:,..:.:......'~~~ 4;,...,;. --;" '._ -,,,. '.;,-'~~-.: --~'~"":='~:::J":"':=':~~~~~~;:';:~;;""_"""'-:""'" ~~=-';>..~-~.::::,:::.~ ~~,..',-s.~..
... .'1- ~."-..~ .,.--,-,... "_-~~~"'.""'_'~ .......... <"'" ~r.. ,"",... _-.... ~_ ~.~. ,-"" ,.-....-~ ............ .... '-"'- :~~ _.'" ""'--~r...u'-'~~" .._~~ ...._..~..- ~ -~- ~~ mi_.-,"'...'"~._~~~::~..~--...r~~""'- ....."'........'.._T~ ._...............~~~"'_,o:n......._..~....,..........~ ..~',- .....
~.;:. ~ ~ ~~;J_ ~;..:;':,~.:-~~::.-~.~~~~~ig:E~.;. ~.~2~.1t~~. :i~.~:2~.::'..:_.i~ ~~.-~-- ~_~ -:.~ :;$~~,~~ ~ ')-:"~ ..:...~:..~i~~:~=~;::.::~~~i...~it;~.a;~~:~~!;.~ -o_~ .ia~}4~~~.~ ~::~~~ -.~~f~~ ;-:~:Z~~~i~~:~~ .b~~;~~:-.=:.:!.-.f.'...;..jE:~~~-~~~~:~;.::J~: _~'~"
""".' -...-~",..c. "_" .,~~,~"'...,., ~. .-,,_~ __..... .-_ ~:..,. _ _ ,.~. '.-_ '~"""4~ ....:01 .',,-':--, ~rv-.....~.~~,-..;..-,--" ....,. ...-.,."""=-'".~..._~.....,.,,->..r_r':.~ ~.' "".&....>....,~......~~~~-.- !iJ...."........1"'__~.........____..5, _......~.,...... ~........ ..,.4.1:':::o<.--.....,~ ...~..:-.,-- ;.._~~-=~-.... ~ .,....:Jb .,.., .~"""'t;i,_
'::"~ ';..;...: ".' . ;~~. ,;'"~,,:; .'" .~:-:;;........::.:..'" '~.:""-';..;':~~-.:~... '",~ -::;:-.;--.:_~~:'"~~ ~.;: !::-,,"_;.' .:~":.;r~~~ . -="':;~~"':;".~":: -:;-'...-~ . "'.,?-_:' . ~,......-~=..::-;;;...... ': ~ ..:...~=~......:':~'.'" :J!=e;~....:"7 '?'J:'r",,:;~ -:::... ..:::.."-.....~~~~.::.. _ _.~-; .:;.~4~.. '1<"~.;..:.:;. _';:::,",?: . _~"-~~:_ 'ur ;:':~~__.";=~...~~; ";'.:':'~~;... ~""':P.~'"
.....~-i ::.::@;'::'": ,.--- ':;~~~:..-...-....;.;~~,.;-,'"::;:'-;.~~~~~t.-..."":'2.~M": I"-:I-;~:"':::'f"~';: _ . ::,-:'~ -(.~~'- . ~~;:""_r:~';-_~.-:~,,-~--..-. .--- -;. -.;i~.-:;,.-~-:,-:;' -;..~~::.:-~::- ~~.1i.:::=.:-::....~....~~~. ;..~ no;:=" -::~;:.:;..'" ,~7':::'e::'~"; ;~:;.~ <'~" :.~:.. -,-~;;..':,~!-::::::'~:..::::;.--:;'"-;~~t- ~-:" ~~ ~.::; +~"",~.-' -. .=.
.... -liiri=~" '..... '" ~.-.,.. c."'.......,_,..'c...,.... ...,."......_~"~ ...- ....-..:0-,...,.,....... .,_"'''-'' '....... --...._..~_,~.....'"""-""__~>_ ,.,......""--~..__,'t._.-...___...~.. .....""'...,._;!7:G:::.......:;;t:;'"atli:i:=..,.,. "..... ___r......_......_'" J""""_""-='" ,-- ..., -.....,.~~. -,.__. "_ ~_ ."'".....~,'-._,..., 'r~.&.
'.~"-;"~~;i::~":: ,~.. --1~AL{:~[~;~~5<':i~~ t:\:;}~t~~~~~i;~~~;\:i~/::':..~~i-~::~tf::~~~;i: ~..}~f{f.~~~~~f:S~~~i~~:~~~~~ig~:~~j~~~::~'~:>~;:.'::~1'~~ ~:_-~' . .~:~::;:.-.::{~,'/:~~;~=.j:.> ... .'C;:" -~-
. . "..._-"-~.._.-.",-... <-.,- _.~._C''"'!?l._' ~a...-"""'"O-.__...._.=~~-I-...--..c.--.......-..-...- '-" .-.
.- """~' ._..',. ......0.......... ,-.' ",....,,- _ ~..,. ~,_~,__ ....~. ,..,. =....-cc..\' ~-.:- ",?_ ....~.iOIiii ...".. __~__".'" _~-.. ...."'.00<._......._.... ....-, -., .4 _.....,..
,'-:.... \':~. '[~~ ;~.'_~ ~~'::':' ~:!'_"_. ./~.:~.'.~!..f.:;:3;::e~~-:....';~.~.::;i.._~~7-:.. t"~ ,;~~.-~~~.: ~!:; =~:;:~:7':~~~ :;~:'_:.: ~'.--i ..~i,!::'~.:-}~..:..
.... ....- . ...~- '-'"" .,....... - ...... _. ~=>_O<:-.7___~__=_. ~t#;~R.~ ~._~_.=_~._.I=_J'-.L-""O;,_.... --...............,..- .... ...-,,- -""""='" . -~
_... .~_-. . . .,.~ ___ "'._ _. .._ ..._..,_.............,.-_...._ ~.... . '.' ... ", ,..' ~ ,""".-" ~........... _,...'""'~~...~... ~ ~__ _. ...,. :-~ -''f ... ....... .......
_ '-.. ... ~. ... ..~ _, -'<1_6'jto"_.... _ _.r;:;, .--...,..._ _ . - ..,. ... _ .7_ _.. ~r ",-,___, .._~,:-.......~ ~''''''~'''' ~.... ~., ~'.' ...,._..............--.. ...~--
..f1 .<. .~<.t.~_ ..-.~,..~-_ .....-".._~._..-..~,._ ....... ""_-. "..... r: =-- .,_~ 1._ 'P" :=c.:_ _.."-".....__~_.'....~.,~,.~...., c. ....,...-"....... _-..~
.__~. _..' .__~~~..-,. .._-..____~.__.=Eii.. - ..._..___:1... .c=.. -____>1. #.___ _,._.____ _,-____..~.._ _ -._ __~_._.._._..
~t~":;. ...:'"-;::z~..~~?.,:..e.~;~~~-~~~:-.~~~~=B- "'e~~,;;;;:."'=:~~..~.~;::::~::.~';:;~;.;,,':~'3~=~;~~:I:=~2~:~i"-:::.:::'.~~.;::<:.'S..;.,;:. ..:-..:?~~-::;,'~'.~_-:...,~' . '~".d'~ .....- '" .", 4_"- .,. h " 'M -,....
... . ,.,-.,.... __. .J<'''"k>-'''''!II,............ -".......:;r......-.~l'=<.-=~ Z7_~~_.. .....-... ..:>....," __ ,.:=_." ..' =' __..... o__~~_ ..=.............""'.. .-,........... _ ..-.1 '~-,~, . ...... ,. " .... -....... ."" . - .............r...'
... _ ..' ....>-.. ___...._ r.....__.._...._ ~........._ ~ ......___,' _.- ~ _.. ~..< '. . -..:M, .......-_.... ....,_ _....... '11_-"._ . .......,~. .... .'.r. ._J' _.......... ..~~. _,.."'........ _"'.... ..' J _, -L .~__I....~
~.... .... _""'."""_' ..~~-.;."'$_r:.,~./.:1'_.._..__'~=.., ....'-..,... _..._.. J~, ..P~.l'-~--.,..-O. .....__....._~_............"'--~.~ ".~:o_ ~_~...~_.......~......,........- _.......".. ~,...... .J ~'''''~-f'=1"'
. ~.. r_. ~~ ,'-"':"'01' ..,....._ ............u-." ..-rv~........._.ilI ..~.> (_._'''!.-.r-_. ':JI'oI'",-- '_,.. '="" 1_..-" ~ _" .. _...._......_.........._ ......_..J ~ __ "'J.'~ ..-.._..... __._,.-r.....' r, -<~_.4 ._........ ........"'. ~ ",-,_ . .....-... -_"'I-""'~......" -<
..-...... r :~::;::;.~ .i.;~~~,~.~;>.-::::~~~ r..:<>;""-:.....)..~)~-=~.:::5;;:_3r~:t.;:~~S~~.~: :~::~. ~".:.~.':~~.....Ji ~L.~ ....=r:.:-:,..: ':~,!,;~..~;~~:~ ,-.:.;:,,~~.:.~:.,i,:i..-':;.~~- '~;.; ~ J~~:i~~. ~;:' '..:~~:~ ~ .~.~", '~"::. ~'~~-'=~.:~~::.: ~
. _, _-.. "'. . ..oOCf<'-"'_ -.-....__,- r... .. . """___ ..~_...___...._.. ...._. ~ :- ..... ........---_f' -" ,... _ _~~ 4 ...._.~.__~.__,..ot"..... ,-...... ... _ "..r . .._........_ .....-;.> - ____. -. ,'" . ." ......,... _ '..... .. ..._~, _ . ~,_ ... "'I"'''' _ _.' .v ." ...
,......,....o,go,..:.>.I..........,....__~.............., .,~) Iy'_..'....~""-~~....~.,. .,'1:'\.~r~_. .... ,....~..... ~==!t~_~ . ".....- ........,_...'..,...........'"-- ...''''''--' _.__L-.....,.,.,_". "...~._. .~.. ..........-.-.... . -. -.... ..~". -..~...
......... """'''-'''' ~..." ...1...""':........ ._ .....,.... . ..........$- --'.~-;;'a-# ~ i:i,>.-.............'.... ~-'-.I -r:.~--....~==~<:-.-...,..,,- ~ ....__~..-"""",..-,......~- .... ,.-..... -.-_<.... . _.,.'.::;....."...~. "" -4e " -- ...-."",-.", ........~.,. _41 ....~. ......,. <.....1-,'.-....
-..':"-;...~ '" < .''''' ... ::.......;"....:.:..".$:, ~~ .~~.:~ ..... :::;:~~~;:;:::.--::.'C~~'" ...~.,. t'"-e~ :::'"~.o~:""::~!r,:~ ~,,::;::;,_.-.-..:;: -'''' . '. ~~ ~~:';;="'~ ~": "": !""...:;~.,~~~,':~...~""...:;:...~_'''.. ._=:= :-;.~". ~'* ~.=. ,,_...._:.~~:-,.~~ ';: ; :~.::-- ~'';'. ':;':.':- .
-....... ~"'........, .... ".......=..-....-....,:':~.........._.... 1-"--_"_' ....~~_ .r .....l:I"-'r=,............ -...,.,.......,.,....." -~._.. IJ ,-..,..--........ ---.. . r ..,-".........~"......=. .-.~ '-.=""._~ ... .' .....,~ ..~ ...,_... -,..- - ....' . '~~..
."~,;;"",,~ _. -,.,.-..---'>..~.-~_.....:.-.~~;'_....Il'l;~ _;..~~.....:.u~~......"-li"....J; ...-'...........::r:'i.~.".4J.""'Z""1..,...._~,...,~..- ~. ._.--'""'"........~_P>.............."-",......-<<_ __... .ct...~...~_~...... .........-~.... "...".,.- .........,....,-..-. "
~;~t;n "-1;,;jr;-'-<'''':-,..~'''...~~;''''..... .:-:;._...".....:; ...~:,. -_ .... ~_;.~ ~"'~_::;':',,';:"'.;t~.:;.. :0:"...::' -...~, "::=~'Vf"':~ .=~.. '~.;.." ::;:'::.:'-~;:----':'J...~_.;-.;..~;.:.~"":~~,:!~,'C...=~:-=.ru>t;.:...,-..:......:..~~;:.~":"'~:?"t ,.'" :".~'':--'. :-... ..;J:.....~~,~
~ 'M~_ ..._ v. ....~........ .= _ ..... ..... .... '" _-.....;t''''M'' _ ;:::J_.... ~ ."......_ .._ .-0. '_" -.. _ _ ,_.~r~5J:..">_",. ... _ ~..-. 7>:m:... ~~~_, .......' '",r ,,__~-," ~'''''''''''''''''''''''.'.'''' -"~'_'''' " _-. ....-~ ...... . _~~__.,
,_..~........ ,......---,,;-......... ......,.." ,...~ ", ..,...-....;............... ----~-~-^--,.......... ~- '-,:~ ....~..... ""'~ -.... , .._.,~~' I~J "'-"""1.' -~_.._.,,_.........~ .#..c.I~........,,_ ..... .._=::-,....:....~.._-,......-.~~..-,. .~.... ".J_.~' '. - .~~___.tlu. ....."f,
-..,.~......._~-._......l_~....V .....<if,... ........--. ~.'~.e;-..--;--..-O<J.~ -~ ....:::s. ~"...! "'..,-..,-..,,#-~.........._~. rr- ......... .....-..... .,.......-"-...._-..._...,.'"""-~"-~. ....,.. wI,..... --~..~~~ .,.."........~"',.... .....+ ....~>,-.,...-.~~..~ .
.~'j: _..lIIO-l~,....~~~~ "J~. > .J. i _... l.{.~ ...........t-- 00 .., '.fI_t... ..' ~... .... J~;I~ ~w...., ~.., ,t~... "I' .,..~._..,. -.:r. . '...... II.. W<<.'__4'1"""""_~"""""'~!!!!!!I!'!!!'>!'''''''''' _"". ,.. .. '-.1 ., . "~oe.... ~ ~,",. , 11 .~.r
:k~~~~~.l. ~~;;:::-.::"'......~~~," ~'::~...: '. ,< ::.;.;.~ ~.:$,. ... ~....~ ~'.....,_~ _.;:.~ ,.~"';:~ ";' ->0 ~~:.. ~~_~ "'kl ~...;-:. _:"...:.' -. ;:::;;:;~,.;;;..;- .~ ;;,--~."",:",;" :.~,,;tt.--;~.;i;:=.;:~,.:-.;;~.:.~.:;...~~-;..-, .~_ '~:-.~. __...... ;;;~~. -~,' , ~ ..~~ ~ :~;'".;..:
- - - -- ---- - - ~"f.~ ~-J.~~~'i~~~.~~ser?'"~E:s:lS".;;~=~:~:~.;.:."'~:::_..~~ ;,::'S~~~;.:: ..~1~";;:;!:!'~:
!Z.. ~~:::--;~~","''';''.~''''~~=r:.: ;::::=';=~~::~~:='::'=-~'::~~':- '':.~:::--;;-:'''. -:..'.::W-;~""'~ ;t:-;: ~~.:-
_'_~TT"""" ~_.'=:=_..n....~_.~.._....-__-'._..~.<~~...._~_........ ...... ... ..-..__'-'pu"........,_......~"""'...F.
~= ."'-....~;;.....,;;;~:.......~~~~.....==~... ,,' ..........~-....~.':..::;~~"";;' ..~~~..;":.~;r-":;.::=~~....w.."-
_....__~~.:c=--."'-'......... _....,....,.._ _............. .._=~-~..l:-.. '.. ......_,..._,_......~_~~..M..\_'..
,__ __..._ __"..'....~.......'~....'..... ........_'.....,__.....,...~_ r.:::lt~_.... _ . _.....~.,.~..._,_.......~_==-rl
._= ,.__~.,....."""....___"-'r.. .-. -""..,.......J;>...-.._.......-i5-==-'~.~~' n_.j "-~~i@~~
- . -~"."'J:"'---zl . -<-.. ....~- .__;00'" "'-~ ..-~,~...-c_.......""" _ ...._._..,.,. - ,"'_. -'!r::'~.t ..,.,...~ . '-r ~
..:.:;-"; ~~,.':-~"'-:t'":..~..:;.~~,:....;:;...,.;'!:"o..~:.-:;~==--.: ~. ~..;.:=......;~. ,_..t.;~",:,"'-".:, .~~,,--- ..-. ':'. .
.._._~'"_...._____". _____.__._____.~_..:dm.~..____,,___-_..l_.__. ~ ._--, !$
s.~--- "_I3'-'"""'.a:;...../J..lO'l -~-:ar ~:"!''' ~~._~ ~..._...
ri.
'lIii~ ,.
"""t;: ,~-
-"'"'t
.' ...\, ,
~, .. ..'
_. ,. .-.... '.-
...'~.. ~ .
.... ,''''''-. ...._.,..,
"":.~:.~"......Ir.:;
....,:....I:.E'~:', ~.
'>i!"'U=-::~!"
':T:-i!7'-:~'F
..f..,
....._,
'..'
... ~ ~,-~ ii~l"
.. ,.-. '~~I.
~- ,:,.;;...=.........~
, ,
('.~
t.. ~ ~
'I. "
, .
q
......--7..
.~ .,. --
,'-'.. CO'~.....". ._:,., . ,.,..,...~ .or.... ,...-;-
.~.. .~.:~. .~.~!.~:, . "":,,:.;.:,~ .~-'
~.~~ i~~~ ~~i~;~.: - '~:~~~++;%..f~~ ~_:~t~i~~~:.~-/
"'::.~=-. '':~~~r.~';;~'';~:~~~:mJ-'.;....
'; .).). ~.~::~ ...:~;~~'-~"'~~'~ .;~~~ ~-t-.f
-~_:~~.;.ft:'::-:;,;\.._'-,:':';-:.-~- ..... :: ,.' -~.~f!l.~"
~, .,. ,r-.....# b_ .,',,, n. .-
.....- :....~.~ -,.
;
~". ~
L
i-
i"
t
,~ :
r.
~.
'j
r~ '
\!
.
\,
Jl:'
;lllC'
,,::-...~
~f'" !':..-
"'T_.r-'.....
.,
-' ::-, ~_;, 1
':l.'"1 -...
......
.
,
..
.,.,
,_......
..-.' ..........,
-4'~;:1: :_
~..~ f
......
.
~
.~
.:~
!l,
.-
-.
........
IT.... ~
~,,= ,; '._l
....;;
~ '-,;F~J
H
---. -. ~';.;~
'~~ .-(.. , " ~~,<,-:,.. '~:':;"""fiS' -. :~;.:I!i:4;~
. ". ......:=fl.:l=,~':1:* . ::"J<,.,"."H
~ . ~:'~~I;.'!lI::i....!'\/..-..;. .~_.:',,~~~,,:"""
~ "'::'Ni~.e.Qlli'~"~~;O,,",..~;$ ~:;;.. ~
'~,' .-#",;;,~.:-.;; .....;s;= 'T ~_-;;-:.
.,~ "..._._. l.-. "'_"'''''''''' . .~ _."""
"\ ~,r.~1~..;t".'~...;;,~~.,~~.ko.i-:~~-:;:::::.:r;::.,.' J:<..
, - ',. ..,.. .-::t.-,,- ....,.~~... . '~I.. *................ -1'_ ~
.. '-. ......"........_... ....-t-"',. #'...-..1'.....
. ,.. ...., . .. . .. ',_ ~. . -'0, _,
.':t~ ~ .;: ~~..::-..:;--~ ;.--:.:.!:"=-~.~-_- :.~~ ,,:'
'.\....,f'-NO: "#r~' "...'t"_.". "_,,,. '0 , .r.'t ....
J'~";'OJ .... .:--:-~~. .....,: tr:-:-:~:;;;',<"''''~~I''''''
~ {;~.~'.-::" ';.' -:fj:"}:~::i?~"~!;:
. ........A_.
_ o.'."_M"""'._
" -~;.':.~.."
.....:-:c;:
'''-;
. .
" .
- .
...... .....
~-'I . !.r.
....i ~.::~,.
c~
1'-:".1;#..,,:
o
,'.;;t~.
. ...~
.
.td: r--:~.
.>~'Jc'i ~ ..
_... ,.~TJ .":t ~ ~!. .
" .., "'.^ . i;
. ~
.... .'. f
"':<... :.'~ ;;
J.~;::_, /
'.
.~t:~:.:~~
\:-
,
r'
,
~'I'" ~
"
r~
_ .,~~:+~~~~~: ,r
'r .-. . .,.. ;;.Jt~_1 -
',,; .;.. . . _:7. - :.~ 1;1"... 'Ti' "'.
7f:.::=L ;" . -, _':1.'."'.- .~; -'.~. =.~~',::
...,......._.:_:, _,'r::~~-:;;:~h
~
.1.
, .
--
.,
"I
..'~"
,
.
'.
:J
.:;$]~
.
-:--iJ.':'.'.
,--,. ~- ,-.-
... .......,
"
... <..-.......:...;: ...-~..;:~~:~.~")
q.~...,.a....,.I""'.....fl'". ....,
..... .-~. !:.;"J:"... ..~.. '."-'
..;.: ~';.. ~'--...:. :'r'~""''.: ,;',;' ''t. .'
-. --.w'_ j_.~.....'.
,_.....~.~'~--;:::.'::'. 1"
i~':!... -7::~'"~~' ..'
....;.....
.
~
~ .......,-:-.~:..:.....
:'.f:~:~'!
<.>
1'1-, ~'
t:-.~
,\.. .
...~" .
,
,...,~
''''1":
..
'.
~
1_~'../
':J'J.
-.'j
.- . ""
,~
.i"t"'"...
!.....
!
1~,.
f;"W'~ _~
..
. ". ,.. .: ....--:. -:if ii':__..
'j~ .._~ ..',", ~_?~: ~~:4:~~"w, ~,,~~
1 ,....-'I--.-s'_ -, .,...'........ .,.--...,...-.......~. 'J.;'......,
'.' ,,,,,. ,";00'. , ,.. ... .-~ .. ...~... '--. _'. __' _'<l'.,,-,
, :. -.:"' -:'..:.'':' ;::-";';..::' '.~"~~~~'~ ~~;~.:~.> ,...";:~ "':.~:L~:;'
'.IJ;:' _~-:'" li;~~;.{:",:r._,~:i:~ ~~~"~~!'.':~~~;.:~~;'#~. ..:~~j!~-:#\_~..~,~~~:~..~~~~.
~"'~~~ '1~~J~~~':;'? '"~-~~ .~ ';~~;i~t:;:.:'~~~~:s~" ~_'~~~7'''-
.. .,. -~.i ..rI....,...-- ..,..-. - .,,,.- .'.-' ...._c"""
........ ,..~... - ..' ,.. ". ".~ ~--'-". ..~-.# -~-....'. - -,..'....~~4~J
;(;~: ;r'~ :r: - --, >~.; ;';r '.:.<:1':~'~::-:~~1:!'~~~~i
~': ~ ~= ~.4, r::;]:,,:~: T; ,~~..~~ I~-~ ~~ . "J' ~- ~~.~'~~T~'<
4 ~~'! ;f:~ ~,il' "~~: t~~ ~:S~r~?~~~..t.~~~~ ;~;~ .~~;j ;r\' ,~~~f 2.-
~~:,'.Z:;:;-..l.,'-"'=;. .....:::.~.';':-.; :.-,:':'''':.~~';~.: :"'."!' '-:'''''~'>!:"'~
1 .~- ~!:'''' ~.. . ,,,...--,... .-,l; .,.., - . .1... -+-.
,,' -~ ....::~;'.,. .."';-.-~~.:..-~,..::.~..:-:~..- ;':.--:-.'" ~~. "~""';1~;.X."
~- t ~., ~ j ~.f; ,'.-, + .::~-~~~~:} ~~:/;Jf~'~-:...
- , '--. ~ . . ,--,-........... . e..... ."'oA. ....... -'1-: .. .
.\ 't .,- .... . -., ... ~'-'. ..- . .",.'~".'. ,~._.
.~;~::~~ti.; .~:~~~~~~~i~~IT~t:::~~, ~
~....:.... l'. ....-....,..,....t-..'--"........"1-,"....,',
,~ ""'.' ~_.~.- ,,, '''.........- ':lit -.... )....-..
-.f '~.;:.-' ',' :;.":'r.;~: ''';,,; ,:" "~' ~ .~*"
~.. .-'" . - ,'. - ..'" '.. ' . -
".
50
..,
,
,
~
,'-~
,..-
1'1'
:
\'
\
\
\ .
'.
.~
~ J.;--',
,.
~.:.;..:
1-."
..... -
..:'-'~~
.~
-....-
,
i.
';.'r:'.
.
~. .... "
, .,.~
-
,.,~
..
, .
';~....;"
1
~
.
,.
,.{,--
~ .J J
.
~
.. .
f
."
~.j-
k ....., 1..~
~..(-~ ,~.~: . ~
...,1
;::. .,-~,
.. 'fo'
L'
'"
,
)
.,
~
II
,.
~
i~